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HomeMy WebLinkAbout6417 Ten Acre CtABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG - MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING THE FOLLOWING TECHNICAL CODES SHALL APPLY: 1.0 PLAN REVISIONS CS COVER SHEET AHU - AIR HANDLER UNIT MO - MASONRY OPENING N N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 PLAN REVISIONS Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A N ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 AT - ALUMINUM THRESHOLD OC - ON CENTER 3.0 TRUSS CONNECTOR REVISION A3 STAIR DETAILS N A4 FRAMING PLANS A AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME ( ) A5 EXTERIOR ELEVATIONS &ROOF PLAN �. C1 BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1A6.1 1ST FLOOR ELECTRICAL PLAN r` - - _ 00 BM -BEAM OPT - OPTIONAL .6 GALLONS 5.0 ADDING K, L & M ELEVATIONS A6.2 2ND FLOOR ELECTRICAL PLANBLK n BLDG - BUILDING OH - OVER HANG SNO STRUCTURAL NOTES ¢ OH CABS- OVERHEAD CABS ' WATER - FLOW RATE. BRD -BOARD SN1 STRUCTURAL NOTES o PNT -PAINT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M. , P z BRG - BEARING PTD - PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. S3 FOUNDATION DETAILS BTM - BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. DETAILS S4 FRAME WALL BUC -BUILT UP COLUMN PERF -PERFORATED S5 STRUCTURAL DETAILS ' ;` O CAB -CABINET PLT - PLATE 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS 0 CD -CONSTRUCTION DOCUMENTS PLYWD -PLYWOOD TO BE CPVC SS RETRO FIT DETAILS CLG - CEILING PKT -POCKET ST STAIR DETAILS w CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO S11 PRECAST DETAILS CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS =� -� S12 PRECAST DETAILS zz CL - CENTERLINE PSI - POUNDS PER SQUARE PA 1.0 PRODUCT APPROVAL COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.1 PRODUCT APPROVAL CONC -CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA 1.3 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA 1.4 PRODUCT APPROVAL > 0 u SH 1.0 HURRICANE SHUTTERS 0 M N �; CTR -CENTER READ -REQUIRED tom., CJ - CONTROL JOINT R/A - RETURN AIR 0 HANDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS a-- •e= j ci 2 DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.2 HURRICANE SHUTTERS to V -0-0 0 DTL - DETAIL RS ROUGH SAWN E r DIA - DIAMETER 8 SC -SOLID CORE GUARDRAILS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS � DIM - DIMENSION SCP -SCUPPER DISCON -DISCONNECT \SOH 114 HURRICANE SHUTTERS .N U Qg Q SCRN -SCREEN STAIRS - CHAP. 3 SH 1.5 HURRICANE SHUTTERS Z U p °' DR -DOOR DISHWASHER SIM - SIMILAR CHIMNEY & FIREPLACE L o � N _ 0 WATERPROOFING DETAILS SHLVS -SHELVES Q �I DBL -DOUBLE f- a DWG - DRAWING S/R - SHELF & ROD CHAP. 10 W SH - SINGLE HUNG WINDOW y A - ELECTRICAL SGD - SLIDING GLASS DOOR ❑ EGRESS WINDOWS Ed ELEV -ELEVATOR SPECS - SPECIFICATIONS CHAP. 3 SQ FT - SQUARE FEET EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR -FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS FR DR - FRENCH DOOR VAC -VACUUM W '� rw- i cc z f GALV -GALVANIZED VAL - VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR (� W W o m ¢ o ¢ ¢ � y o ° _o TO BE TEMPERED GLASS. (SECTION R308) Q o z w LL_ z M 0 o��¢ GA -GAUGE VERT -VERTICAL Q U a x m�� o m o o � GB - GRAB BAR VIF - VERIFY IN FIELD �- I- o W � o z o W ° � 0° z : � p GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF O O �' o a z o z ¢ o a GLS - GLASS V - VOLT (n Z ¢ ~ w � � , g Y DIMENSIONING: ¢¢ o w Z w z o w c� o a GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: g ¢ cr m o 25 � ¢ GYPBRD -GYPSUM BOARD WH -WATER HEATER HD - HEAD WL - WIND LOAD A.I. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. HC - HANDICAP WDW - WINDOW FURRING\ INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD Z N INT - INTERIOR WD -WOOD W A.4. WINDOW OPENINGS: LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING ~ LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING (1) LGT - LIGHT MAX - MAXIMUM A.5. DOOR OPENINGS: p MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING `M `O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED -t MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR W MC - MEDICINE CABINET FRAME Q Q MIN -MINIMUM 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 Q >- Q 00 SURFACE TO FINISH SURFACE Z U F- SYM BOL LEGEND. A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER Z B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND WuJ ❑A = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. _j �O co STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: (p l�� l INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES W FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS SEE FOOTING CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR SCHEDULE ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - A9 ELEV NUMBER ARROW SHOWS UNLESS OTHERWISE NOTED PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE CD= OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED SCHEDULE ELEVATION MARKER Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE < i 1 ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - SEE LEDGER SCHEDULE 4 A15 2 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE E---ARROW SHOWS DRAWINGS. 3 DIRECTION OF VIEW co MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER O O O o- N N o0000 0 6 2022 ►� � M .�- OCT O N o GAD O) O N 0 I 7 O O - O O 1 Z 0 \I�AN a' ! Virtual Review Assist, Inc. W N 'i 4 6 1 t Plans Review completed and approved K LO qq for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M r� Z� w vJ ¢Z 0 55 w -LE N NARM Lo�+-+ W 0 0 0 _V VU— 0 0W5 Z a -a LENNAR TAMPA DIVISION LO �n = Lux 4600 W CYPRESS ST, SUITE 200 r`' z NOTICE TO BUILDER & ALL SUBCONTRACTORS N zoo TAMPA, F L 33607 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE r Q U g W LL Z �z 813. 574. 5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING =z LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT 2 Z z HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE 0 CL INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE MM NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR W MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE ¢ DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z W C S CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE co INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE O DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK 0 LAST PLOT DATE2551 " CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE �-+ July 21, 2022 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND O APPROVAL BY THE DESIGN PROFESSIONAL. COVER SHEET FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB ,,& = FILLED CELL W/ (2) #5 VERTICAL 0 = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) .'= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 0 1/2" DP X 9-1/2" WIDE RECESS 2Q 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE O SINK - KITCHEN REF WASHER 8O 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 FOOTING LEGEND TAG TYPE SIZE REINFORCING �A THICKEN EDGE 8" x 8" DP (1) #5 CONT. �B MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY ©D MONO FTG 16" x 12" DP (2) #5s CONT. OCT ©� 2022 ilittaot Review Assist. In pt4n% kevitw complete!! end 47toil *bk 0%* f0at o aitb the 2020 F$t h aeko tAmme R,*x PWU FOUNDATION PLAN (ELEVATION B 1 /411 = 1'-0" N N O N N .( 'n °U co ,n Y II c�". C7 i CA Q u�. w .01 S w 0 z Q N, n 0 ^ o W L i 'O "? U � 0 � 2 _O U oU-8 U .N .c p w sz� N i o EM m Ca w W F W _j W O U' U UOLLOO � 0000 J�Q 90 X� OnD_ H p_��:5�j c3u)WZowomoM fW_W_ Www< ppa LL Z QQzz0W wVw QOw g_f-� _gYz aQ o �Q¢ F LL if O Zw OF_ S2 ::) r-- O 0 M O Q M P_ U) aLo (M z> 'T— Z w W JO O co Ilo O N N N N o0000 N N C3 CD 0 0 0 0 � l 1 z 0 NLo Lo Wa0000 � r- (V M st' to I V zZ v, Q z O? cwn 4_8 }' O W U Woo UUa5 _ F— O ::)zj ow- OF-0 Q T'� Z F— a~a = w = m jMw (V � Zoo CL04 . O zoo w'w Q Z � ww az Z mz pU ow m z z W W J r M 0 0 LAST PLOT DATE • July 21, 2022 Z O MONO FOUNDATION PLAN B 7 5/8" 00 N (O = Q 0 _ J J op LO� O N Lo N 4 �o v mbD w TIE BEAM AT 8'-8" v wCO mOD w i=Q ,•P14:71IN 14'-4" 10'4" 5'-4" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN 3 1/2" 2'-0" at SH 25 t �' EGRESS8HD AT 11 '�"HB -- -- - `' ♦ WW 1 1 NJ. 1 1 ;!; j� 0 ' s Fw �, ... �1 rip � �• � ... .........: •?;r•.... •.:^.:• .:,•.:;.:;r:,.:rr:r.:;r s:r�:ro:,v:a,';,r:,r:.v>r.'-ss;,�a- ;Ind .in � i ICI • - - • �� Ia � �. ''►.1' r. P fa . 1 1 L�1j'�% • 1 1 1 _ 1 1 FIRST FLOOR PLAN - ELEVATION B 1 /4" = 1'-0" 7 5/8" ?x8 1EADER 3EE Q/S, _[Al12" SH 7 5/8" 1B O N LO TIE B AT O LO n v 00 v OD N 00 N 8" EXT FRAME WALL -� 2'-10" SH 25 HD AT T-3" EGRESS v 30'-0" 24'-4" (2)2X6 HEADER SEE M/S6 - TYP. 2ND FLOOR WINDOWS "v. 2'-10" SH 25 ID AT 7'- EGRESS oilI?,RN :- :fiflTititititita,W4, U, UT,it, tlti•.iltltltitlfitltitl�tlTiT/UTltlTl tititiTifltit�1t111titit1T1t1tLTit1t1T1TiT tifi/1tiT171tiT1T1T1TiT1T111� C' �I ititlf.. h 1 1 1 r 1 h � r 1 r 1 r H 0 • • 04 r � •• !NoQ ••: � r i ion q • 1 S • Ql?1T1riT1Ti I : 'LTlToatlt}�' � n/titltitltil! :lTI�.:TiTlTltltr • /TiTlfitiTiTitltiTiT1TJ : = 7itiTl7iTi'.7171T1T1tl' •i :. 1 1 I 1 1 I 1 1 SECOND FLOOR PLAN - ELEVATION B " = 1-011 1 /4 INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11 / R-13 KRAFT FACED 4" Lo m N ti W �a� �w M NtiCO UQ(9 0W 0 N 0 O) -2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW AT 1 0 aBD 0a OCT 0 6 Virtual Review Assist, Inc. Plans Review completed and appr 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 811 KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 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 R 4.1 HIGH PERM, 1/2" GYP 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" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL O = 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 33 403 TOTAL SQ FT 3016 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 3 WALL SPLICE DETAIL N.T.S. ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD611 STRAP SIDE) CENT 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 w 0 z w w NOTE: 1. GROUT TOP (2) COURGES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. N N O N O N Ln O co u� z w _ w X 0 z N O LO _ E ` 0 o Q) >` Mof N O u a V) (,� C0 i t :) o 2 S O Li g o Q s .N w d ^` QN C W L 0o E� CL W w 0W Woa W zW zJ QCY?zLLOQOJ aXJ!/W owzi oz-0o_o0ZHW O a:w0 zjI­_ zO o_ww WdZ << Wo6O - WKzwa U) IL Ow �_�� �YZ¢ OQ o o¢ Q L_ 0 Z W 0� C/)Dti O 0 � cM Q � In 2 U) LL ti F— W 0- M QU<� Z F' Z � W W O J M III II! O N CD N N N N N O N O N CDO N N O N N O 0 O rn O O N O N O i I 1 z 55 NLo LO W > o � O NM O O v O ui i I Qz CDw W mzz 0) �/ O 0 0O_ �0V Lo - O Z)zj _ ow O!-O Z a~¢a w uj =Ln Ln mit N � zoo W }' Q�� N O ZW r Q V guru_ w Z Z �z 0U 0EL M— W Z A2 z L4 W J M 0 0 LAST PLOT DATE " " September 20, 2022 Z 0 J 1ST & 2ND FLOOR PLAN B STAIR SECTION 1 /211 = 1'-0" SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IN FBCR R311.7.2 10" Lgj" NOSING (O RISERS CUT FROM 1x MATERIAL TREADS CUT FROM Z-2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-0" OCT 0 6 Uzz V- A Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2360 N N O N N n LO • co W) n A, W ►L , 0, -> K 3� I 0 �) �` •T�i W C) Z Q N LO E Q� L .=> '00 ? u 0 iM N di} '�' D O ri u r> W 2QiQ _OO uae .—s V) U W QN � � L m rn C) a v uj LU U W W" W J W g� 0 W02 < <�<��e it o Q Q H V �— �dOJZ, 2200~- pW�WOZOWOOWmZ�c� Vi O Z j<< W zWz- CL LL QOW gF gWZgv ow o 0 oQ u¢ Q LL Z CV O� U)5ti M O F Q U) cM U) ILL F-0aM IZ v- ao aC U Q Z �— W W JQ O co M !!I 0 00000 o o o o ! ! z O NOf ,^ w 0 Co 0 0 0 ♦) V Zz W Qw O + W 0oo L O :)Zj ora Z F- a Q Ln = W r g-W N Of zom w <F-D N Q O ZWO Z U ww Z �z mm O �g 0 �m z Q Z Z w W J M 0 O LAST PLOT DATE z 4-0 0 J STAIR DETAILS 0 0 30'-0" GABLE TRUSSES SET BACK 3/4" (TYP. ON BLOCK BEARING) � i WSOA ►�� •���14 •�•�•�FA NA PIP 00 FA CO I �► 0� if -��H.�1M90A I. I� INN, I �1' PIP Now � / ! ►���■mil_ =fi��/ • • �.:. / / I mW •♦`•_• •�♦�♦,-00, lk k Rk. 0 I i •.•.•, I IF PAIM111 �:�; % I tl1 I al/, ` ,♦♦9 ♦19 0 OVA ro1.1111/.�4-, 111 RA � /milli 0 I 1AI' FLOOR FRAMING PLAN (ELEV B. 1 /T11 = 1'-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O A/C CHASE O3 AHU ABOVE O4 22"x36" ATTIC ACCESS O STAIRS AREA O6 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS r- L 0 ao 0 M 0 zo O M � S6 SIMPSON HT - FROM TRUSS TO BLOCK .c r iyi y✓j M to LO M CJ1 CJ1 �i I ii II I I i I 9 CJ3 II li II II ii II I EJ7 i I CJ3 F_ II II II II I I CJ5 II ;I . II II II I 1 I CJ5 L_ __J —_J A9G II 7 I jl 11 A7 OPS OFDROPPED FLA HIPS FOR FRAMI G (GIRDER NOT OPPED A5 II I` --- ------------------------------- r --- -- --i r----------------------- *5 LI L I u(V B—O—T—T—O—M CHORD CAN BE Al l lII REMOVED REMOVED IN FIELD OVER IL_____ AHU IF NEEDED (SEE ENG) --------J_ ------------------ A1A 3 I I—______—I 4 J ------------------- -- --- IIIIIIIIIIIIIIL o o D c� LO _____- IIII1II—rIIiI1I oN �I;IIIIII1I;IIIII --IIIIIIIIIIIII J 6 $- A2 r------- -7T A4 L L ----- ---- ----------------------m_-- ---- —— L----------------A6 FLAT TOPS OF zDROPED HIPS FOR FRAMING 1 j j I I (GIRDER NOT DROPPED) Ag 11 uJ -------- ----- A10G '{ i 7'-0 - All 1'-0" CJ5A IIIIIIIIIIIIII— I I I o - -_ N CJ3A EJ7 m CJ1A O QV00 BGE L - T CGE 0T OCT 0 6 2022 10'-0" 64" 13'-8" 30'-0" PI Virtual Review Assist, Inc. ROOF FRAMING PLAN (ELEV B.' 1 /T" = 1'-011 IIANGERS d a = LUS24 SIMPSON 4 = HTU26 SIMPSON I. = THA422 SIMPSON SHINGLE ROOF 12 41 HEEL= 3 5/16" 01 ans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SHINGLE ROOF HEEL= 4 1/16" PLUMB CUT 12" io 12 5�12 Zia 0 TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFI OOR WALL HT. BASED ON 8'-8"I A.F.F. 1 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16' 4. USE HETA20 FOR ROOS. F TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) LABELED END MARK REFER TO ENG. PACK FOR CONNECTION — CJ5 o � CJ3 U CJ' U 1'-0 5/16" I.2'4" I.2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 112 ATTENTION! DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Spen or less f60 degrees or less to Iy 1/2 ^I 1_ 2/3t01/2 �I Fne r span eppiox. i Te Nne f span epprox. 1 REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Gen era I 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-131 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 11 WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FHC 2020 T'P1 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL, REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE, SHOWN ON ENGINEERING. LOAD# DESCRIPTION INIT. DATE R/01 CRTD FRM 2551/A SLC 06/11/15 RA01 LC8 RDP 11/04/15 RB01 UPDATED RE'S ARM 10/10/16 RB01 LC9 JTH 12/15/17 RB01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RB01 RAN LC9 RDP 05/01/18 RC01 ADDED UMVE91ONFLRTRISSES@EXTMWALLS ARZ 10/19/18 RD01 Redd cant at garage rdg 9/19/19 RE01 REVISED FT05 LOADING ARZ 12/23/1 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 6, N. W. WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX: (863) 294-2488 BUILDER :T,ENNAR TAMPA PROJECT:VAIZOIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/B ALT DESC OTC LOT BLOCK DES[`IIGNER PAGE SIX I.I CJ DATE 1 00 11 15 1 LAN# SCALE N317639R 1 4 "=1' N N 0 N N_ LO 0 00 ; �;j S LO ♦� !t' I Q U. ; Q�') .a9 -> 0' ?, W W W 0 z a LO E MIV- OU W V 'C �O �•� M .2 N V �_ M t 1_ W O 2 _ Q T�1 � O 8 Q v! 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EPS FOAM 4" 4" 4" 4" 1" T-4" WINDOW DETAL 7/Hd = 1 -no, 12 15 1'-0" CV v ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 8 nn SOFFIT DETAIL 'S1a11 = 11_6 11 �e7 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL amw& 7"X1" THIC PAINTED I TRIM BAN 6"X1" THICK PAINTED RAISED TRIM BAND 10 Iiato = 1 n1, 8"XV THICK PAINTED RAISED TRIM BAND— ao 11 ^^vi •� v •vim. � _'Sall = 11_nll L1111111 ❑0 12 51 8 A5 ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVER FRAME CASING BEAD W/ WEEPS OVER ELEV AT 10'-0" FLASHING 2ND FLOOR FF ELEV AT 8'-8" T.O.M. WEEP SCREED TYP. 3'1 I' °° io is ELEV AT 0'-0" 1ST FLOOR FF FRONT ELEVATION B 1 /411 = 1 1-011 CASING BEAD W/ WEEPS OVER FLASHING SHINGLE ROOF—, 4' OFF RIDGE 12 VENT 5� SHINGLE ROOF A5 Elm DRIP "V" SCREED, AT BOTTOM OF BAND ELEV AT 18'-0" T.O.P. Z J = ELEV AT 10'-0" r? C.J.o 2ND FLOOR FF * `_ L N = * 7/8" STUCCO — FLASHING---, SS — � — OVER FRAME ELEV AT 8'-8" 71 T.O.M. WEE SCREED A/C UNIT TYP. _ AND PAD 5/8" 0? `Q STUCCO * is ELEV AT 0'-0" ON CMU 1 ST FLOOR FF 2 REAR ELEVATION B 1 /8 — 11-011 4' OFF RIDGE 9'4" 6-0" 16'-4" 12 VENT 5� SHINGLE 8 ROOF A5 W 0- 0 C a) v ELEV AT 18'-0" _ _ T.O.P. —N - C.J. Z C-J. C.J J = w ELEV AT 10'-0" r? o co W O N 2ND FLOOR FF 3 -0 C14 _ * �7/8" STUCCO VEE7771 OVER ELEV AT 8'-8" __ 12T.O.M. 4'VDRIP "V SCREED STUCCO WEE - 2'-0" STUCCO SCREED 11 OVER CMU �.p � ELEV AT 0 -0 _ _ _ _ _ _ 1ST FLOOR FF o � RIGHT ELEVATION B I SLOPE u_Z U_Z SLOPE 3 1 /811 Ow ow = 1 1_011 5:12 5:1� O 4' OFF RIDGE VENT SHINGLE A5 511 12 ROOF ..,�n1n■lu�l■nnunnl■nnl■nni■nm■lurl■n1�i■nui■lun■a1�1■nm■nul■nni■nnl■nul■mn■nn�.. ELEV AT 18' 111111■III�uI■I9M ■IPAIMI.InIII■IIIII■IHAIMUIInIa UIImI■UmInrIuII■rIrlu■Ir111■Ir111a■rIIIImgmI■uuIm.1u11n.IuIIa.IIIIIa II FLOOR • OVER 1 5/8" SCREED ■WEE r_ STUCCOOVER CMU zo ■ ,/ •�: �� LEFT ELEVATION B 1 /811 = 1 1-011 CASING BEAD W/ I w WEEPS N OVER 0 17 LASHING I (011 F FA 12 i SSE SLR 5:12 5:12 - — d 0 N J 77 U) se SLOP 5:12 PLAN BB 1 /811 = 1 1-011 1'-0"y� f, '4 o FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 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. WINDOWNOTE: 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) \/- A �cj p 6 toll Virtual Review Assist. Inc. Plans Review completed and approv for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 GENERAL NOTES: " G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = Q 1697 S FT 6 VENTILATION REQUIRED = 815 SQ IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT = 1218 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. " OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION " LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT N 0 N N o A 00 p' Q q' z 4 Z W 0 - • W Z Q a) LO n E O W L •` .0 0! 0 M� di N f' -Q -0 d V M /• t M W 2 _ OM8 RQ U .N .0 Ci W a, N F_ m V }�� o V N W W 0 W ow ui w0E- lo- of _ W ''zx Q I- U (X= _j<20 WW<OU)LLUO =cnO OLLp�00m00 mZaQ JO UVi' 0 ~ Z awn�wi-wwwv�irmQ��Q QLL OWpLLJ H�zwpp�O�Q O o oQZ 0 LL �QLL 0 Z 04 OF_ DD 5 F cD O Q � M LO LL ti z < W CL Lq M Z 0 W W JQ (0 M I � I f I OO oo�oo O O •' N N N ti N N M N M N � C) C o a a 0 0 o o I 1 z O N,^ �1 , w > o 0 0 0 o I I 1 COrV Cr �� Q z w O LU ZCO moo +�-+ O U UV(0) Lo O Z)zj 0E-o � -� Q '� Z I— a~a i Q L (� m~� N � Zoe W IN■ Q g Z C) gwx WU_ 3e. Z U)z U0 O Il W z Z z W W J M LAST PLOT DATE O - . July 21, 2022 O EXTERIOR _! ELEVATIONS & ROOF PLAN B A/C DIS( FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 = 1'-0" ELEC METER ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - INHERE 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 INSTILLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4, ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN O 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 ANU 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS OCT 0 6 Ion Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 fBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH `4 SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ S C-SMOKE DETECTOR V-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �}. TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET - SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -a DIMMER SWITCH AT 36" -fl PUSH-BUTTON DOORBELL -�- CLG MNT LT FIXTURE + CLG MNT PREWIRE - FIXTURE BY OWNER + SURFACE MNT FIXTURE - WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE 3 TUB/SHOWER CANS MAY BE 0 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 0 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 fS SMOKE DETECTOR cU-18= UNDER CABINET 18" cS-18o 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"CLG MNT WRAPPED FLUOR LIGHT 9-m24:M 24" VANITY LIGHTING 53;-m 36 :;-mR 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 CM CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" 14 CEILING RETURN AIR EM A/C REGISTER Q 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. E /1\ "oM O L ,` W ' Q MN VI V a0 d M .` t $ [ O O 2 O QQ s �) W ` O C ( a W (7 LV L w Lu LP W _j W2 0 Q 0i_jQ)p�W0LLV0LL_0 ocQ OWEgzowo wiw05W nwwIQaW�zOw p � pQaiQ0a DOZn LL Ow 2-F2wz O W O :3o ¢ Q LL Q O i- LL O Z W O� ti �-MO F� Q in M I'- U) LL � z 0 W W JQ O CO M ! i 1 ! I CO 0 N Co N N N N N o 0 0 0 0 O C) 0 -0 C o M < r- M N a o O N o I z O NLr) W w > o 0 cV 0 ri 0 o Sri I I M' � ♦/� r zZ W VJ az w O W Qoo 0) - O _ U UU _ O ::)z5; Off_ Z aira Y / = WW~ itW m N O zoo ■ W <I.-D ZWO Q Z gZx az . Z 52 �� 00 U g IL W z z z �J WM 0 LAST PLOT DATE • . July 21, 2022 z 0 1ST FLOOR _..I ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS' 1 /4„ = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. OCT o 6 2022 Virtual Review Assist. Inc. Plans Review completed and appro d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH is SWITCH Uj ° 4 1/2" DOOR JAMB DUPLEX, OUTLET co TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL p Z kS 1__' SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 11 OV DUPLEX OUTLET AT 12" Q� 11 OV DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 11 OV DUPLEX OUTLET AT 43" ABOVE COUNTERS 11 OV DUPLEX OUTLET AT 45" SHALL BE SPLIT 11 OV DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 11 OV QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 11 OV 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 -ee­ SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --o DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL -- CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER + SURFACE MNT FIXTURE - WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 5OW PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 6� 5OW MR16 4" LOW VOLTAGE OWNER SOW PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR Q SMOKE DETECTOR -U-18- UNDER CABINET 18" cS-18n 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"CLG MNT WRAPPED FLUOR LIGHT 97r24-;9 24" VANITY LIGHTING R;-m 36 :FR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN 0 & DOUBLE FLOOD LIGHT W/ COVERS AND CT 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER GM CHIMES (DELETE W/ INTERCOM) MASTER STATION Ii.,1 ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR iM A/C REGISTER ® THERMOSTAT ED SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. /I\ 4) E '0 M O W i 'Q N di r � `O 2 Q� S �- O"� 9Q s 0 ._ N a) �� V w n N C o E C EC�-a °c N a V, LI.I u w �w w w M LU O Q JaZ O�W0LL VOO O Q a U icy ZLLLL°z�°0F F- 0 Z C�WwOZOWOCr cn a rnww ap< W zo- Z��U XQ iYOL%a. 0 U) LL OQ n oQZ� LL a LL O Z W OF- 0 p M QU)Mt) �LL � I-�<Lq M_ 00 ZUF- Z W Wo J 0 d' CM 9 i i CDN N N N N N o0000 N N N N N r rn 00 0 C) 0 iCD a � cn a Co �- a' o z O NLo W > o r- 0 c�i 0 ri 0 v C)I ui I I I LO V , NT z W U) z w CDo W z 6- O V wO_O Fn U U Lo -0 O OF_o -0Z Q �--I a~Ca Q 3: wLn In mites F- �_ 2 (V O zoo . . W <�� N Q Z r0, U ZWO az Z �z F � pU _o W z z W J ce) 0 C) LAST PLOT DATE . . July 21, 2022 z 0 J 2ND FLOOR ELECTRICAL PLAN 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 1012). 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 34NCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 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 WI 7 H THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + 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 HALL BE ASTM A 1 / 1 M-12 MIN. GRADE 60 P = 60 Ksi REINFORCING STEELS 6 5 A6 5 y 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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-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 (31W MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN WAND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD F CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE 0 0 CO S 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Inigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf ll occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete ove and mortar along the foundation perimeter must be removed be ore extenorltreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE:5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 90 DOUBLE 160 + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. KInTC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1X" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Ys" 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 0 6 2022 V- A Virtual Review Assist, Inc. Plans Review completed and appro for complianceth t Debra lAnne Klahrr PX2300 Y N N O N N ti 0 LO u1 • .( ,/� 0 'i -., �' 0' ur ULI C4' <C 0 W 0 Q n, E c -0� o W L \ CO C'4 d M ` f7 -000 :) O L ` � U W Q� cOO Ec� m 7W L V a 'a W U W � W 0 W O 0 W W J W 2 0 O I- � � z� ¢ Z a°-J¢0�W¢LLoo°_j0 Q �� F- 0WW>OZ0WMZ 00z 0Zc)Wap�WWWV5WW<0�wzo�QwQz U) 0 o LL OW I- TWO¢ca¢i ¢ 0(r 0 a 0QZ ¢ ¢� ,L¢ 0 O C) Z W O I' (n O cM CM Q Lo U) � F-Il'D_M of 00 < >- Z W W J �O b" M g g ! ! g g O o 0 C, 0 0 0 �- 0 zz ODD 0 CD 0 O N o g g g 1 Z 0 N w0000;gg 1 � ♦/� � ZZ Q Z W C)Z W ZZ 000 +-� CF)O V ()V(7 Lo O OWD Z ara Q ri I- X�Q Lr/♦ !^ : WWF- fa Ln V F- O N SOU) . . w < FF-- � N Q O Z UaZ gWcc Q F_ 0_j O� Z SNO a Z J W M C) LAST PLOT DATE 0 Z O STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND-KIESH EXPANDED METAL LATH ATTACHMENT. METAL L�.TH — 16GA04%2" LONG (314%1" CROWN) STAPLES @ 6" U.G. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN I.. ,�. I I , MAY �. .. . I I I t II II II WALL SHEATHING 16GAx1-V2" LONG (14"-1" CROWN) STAPLES rcu 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3.4" = V-0" 'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY .APPLIES TO LENNAR TPA/JAX*' LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE TANK -LESS W/H STUB -OUT FOR -' GAS METER O — O CV H C G 000 a _ 1'-0" o o in U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 1T-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 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 `J ROOF DIAPHRAGM NAILING SCHEDULE Rlr)C;F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) 4'-0' + + + + + 4.-0" + + + + + + L +++ + + F+++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + ++++ /++ +++++++++++++++ + + + + + + + + + + + + + + +++ ++ + ++++++++ + UJ 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE El + + 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 20l8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap ---1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building T1/16" code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or QD Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking l lca l" II Aril nails at R" n r k7/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) MW FILL CELL—\ ,— STD. 90° HOOK BOND BEAM w ... ...... a STD. 90° CONT. #5 CONT. #5 HOOK BAR E BAR #5 CONT. FROM FOUNDATION TO HIGHEST �f1 f 11­-----� BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. Clinch nails when possibleA 1 Tight fit -- U 2x4/Plywood/OSB web stiffener required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearinci Location Series I Depth I End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI6000s BC16500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11- " 3-1 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �— blocking and wall or beam below! Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— bt: UU I ANTVVrltNt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. Round Hole Diameter (in) 12 3 4 5 6 7 18 8.i375 1Q^ 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft; 8 V-0" V-1" 1'-2" 1%2" V-3" V-3" V-7" 1'-11" 2'-4" 2'-9" S-2" T-7" 12 V-0" V-1" V-2" 1'-2" V-3" l'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" 16 V-0" 1'-1" V-2" V-2" V-7" 2'-5" T-2" 3'-10" 4'-9" 5'-7" 6'4" 7'-2" 20 V-0" 1'-1" 1'-2" V-2" T-0" 3'-0- 4'-0" W-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" 1'-1" 1'-2' 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'_2" 8'-4" 1 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED LIP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPS( w/(22)' NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION 1111L Joist 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. \nstall tight to.top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V/4"-2" gap 1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth 00 I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ SEE PLAN FOR •• a . • FOUNDATION INFO ` e STEM FOUNDATION GRADE .o REINF. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a • I e d: A4�! I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE /F L PLUMBING LINE PENETRATION o e d o e •• a e : e _-------------------- Z • a • .. e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'_ 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a' e '4 ea \ v e e / - — 2r — -•- —/. — \/RAOCT 0 6 ZOZZ' SEE FND. PLN. SIZE & REINF. Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edit by Debra Anne Klahr PX2300 N N O ✓^�.,� N 00 lF ., to Co Q W w O Z Q E Nt�'-0^° 0 �MN d N ` }} N V _0 � M %) �� Cn z � t o C: O 2 = � Q8 0) O S DOQ ._ U t a Vi V w Q 04 (D00 EC6 m �a a LV C7 LLI w W ♦.- W J W M 0 0 H � J 0' Q Z � Q z LLJ LL Oj2JQOao:aLLU000 Q Q V <c'to_1zLL�°z2°olaa 0rnm�OZOIY00mz U O O W Z �cW9o->CoWw1 i_ZU_ <0 .7 o. O�F-U57 LuZ L) aOWOIL O� o O 0 <It LL -CCO I LL O Z N O� U) cM 0 Q M l7 2U�� H W a- M 00 Z V WZ� w O J O M I I I I CD N N N �- N r, N o N 0 N 0 N N n M M 05 o CD a o I I ' ! z 0 N Lo O0000 w N'i'i I , I I LO ' 0 CO } ZZ U) az O W Zw zz 000 -F-� 0) O wU U 55 Lo -0 O oOLLJ— va -0 Z aia O H�2 c'VFtzo= a ■ • ^' G Z §O �-LL Q Z O Q�WLL w -Z Z �� pU _o W zSN 1 Z uJ W _J N O LAST PLOT DATE O .. z6-0 O STRUCTURAL -- DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE N 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/ (WFTI VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH- ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE 'IS" MORTAR NAILER 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 3114" BASEBOARD u- cr MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER - MUNICIPALITY. " 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE 00 M � D 6 MIL VAPOR D BARRIER D. III ,11 COMP. SOIL. III (COMPACTED TO 95% 111 I I I I 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" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS 'T z -II�III T SEE A/S3 OR J/S6-`_Ia71-IIlr1r=,li ,,, I Ir FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE �\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D km 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH D II II-11 1117 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 3/8" MORTAR BETWEEN SLAB & BLOCK 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"00' WEDGE ANCHOR @ 24" O.C.) 211. �3 1/2" MIN. `TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. __-----2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS EXCEEDING 10'-0" (R302.11) ,--•INSULATION PER CHART ON FLOOR PLAN C IMPSON SP1 w/ (10) 10d NAILS � -A P.T. BOTTOM PLATE /x6W1.4xW1.4 WWF OR FIBERMESH a . ° 1/2"(min.)-4" -1 = l 1-9 1 13 1/2"(min. - 4" 111=1 I I I I V, I I I I I =III 1I— T = _ (2)#5c0NT.11 4" " 8" U.N.O. MIN. TYPICAL BEARING WALL STEP 0 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" yy 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING �\SID NAILED W/ 8d COMMON NAILS @ 4" O/C Q65- 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 0M 5/8"OR 1/2" HIGH STRENGTH —X `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"xl2" 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 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �3 1/2" MIN. ° . I I� �1/2"(min.)-4" 31/2"(min-) - 4" — — —- (2) #5 CONT. 4 '-4- rrr 8'. U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=1'-0" S3 LOAD BEARING OR INSULATION PER FBC AND ENERGY \ N ovs EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR 0; LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8"x6" "J" BOLTS BOLT 5/8 ��° x 10 �� ��J 11 BOLT @ 24 " O/C W/ 2X 3/16 ��° �� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK . K.O. BLOCK (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE [24" MIN. LAP] 20" MIN. LAP #5 REINFORCING w/ (10) 10d NAILS - .n,P 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ---_` ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR i s GRADE D . D N z GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE MONO OR STEMWALL n M p D . - - - FINISH GRADE 50 [GRADE 60 MIN. Fy= 60ksq 25" MIN. LAP [30" MIN. LAP] Z FOOTING MONO SHOWN FOR CLARITY D e' Ia °O 6 MIL VAPOR BARRIEIRI 111 II I I I I> e ° —� 1=L _ r R 1 7/8" _ _- - ? i I I I=1 1 II D : I I I —I I I—, N z 11=III=III=III fill r 2 #5 REINFORCING BAR #5 LAP SPLICE o° NOTE: Dg I —III I I� I I� I I1�1 COMP. (COMPACTEDSOIL.TO BEARING WALL =III_I _ W/ UPLIFT ONLY - = MODIFIED PROCTOR ASTM D 1557) I I i , , 111, , I I 1 I I MITI -III-1 I I —I 1=1 I —III —I 11=1 11=1 I I=1 I I=III=III=1 I I I 1F 4" 1'-4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S• SEE TYP WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" 4 " 'v GRADE aT 1Tf l7T TfT (1) #5 REBAR w/ OPT MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS _E Cl)e' • 'LI . 00 SEE A/S3 0R J/S6--� FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 2" 0� � 4. . 4. ;ONCRETE NAILS W 1 1/2 !MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM 'LATE TO CONCRETE AIN, SHEAR 180# MIN. 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALP& INTERIOR -4" �. 'ENSION 120#) CONCRETE SLAB N I =1 11= 11= M 6 MIL VAPOR BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT Nr 6x6W1.4xW1.4 r WWF OR FIBERMESH 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D U -I I �I I III d D . g— I— n ''-III-1 I I I - ` • -° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE 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.G. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE > w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o Uj CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL ° O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS 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 0'-0" FIN. FLR./-ik COMMUNITY SPECS . • • , • • .ILI, 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH D. I I TAM, , , I_, _o I I 1Tt=1 11= I�—' _ (2) #5 CONT. • =1 I LI 1I I IEEI I � , , I i ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" 13 VAKItb 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 4 0? co fz� —I 77 SEE A/S3/J/S6 "�"' �"'"� "ll 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GR 4- 4 .4. a W w0 LU co ea I I�—I II II 11= z =1 —_I I — —I = OOTING v BEYOND PAD REINFORCEMENT =1 I �I I 1=1 I (3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Ci 0 � �Q22 Virtual Review Assist. Inc. Plans Review completed and appr0 ed for compliance with the 2020 FBC 7th Edition by Oebra Anne Klahr PX2300 N N 0 N 5 p co LA r ¢ `c O w o[ 0 z ^cn { > L0 o W L ►_ .pcy) r? U M N 70 } o 2 S 0 a) 0 E: a .N f' Q� w s1a c V a �. o E m < LLi vi W o I- W� W J W o o� C)¢)W QV Q aoJ0Vg0,o oWzWoIm z - aU_j U) OZ COCaLW55 WW x¢ 00 �X¢EWZO��a �- O oW FFLU q¢ 0W ooZ ¢LL i! O Z W 0 � (n O I� C/) M O J Li) � LL z W Lo M 00 Z V WZ� W J O J M I I I I I I I I O o N N N N N N o N 0 N 00 N N N ti CD _M M 0 0 a 0 a .- N o I I I I ' z O N LO W p � o N 0 M 0 i LO 1111 zZ W ¢ w O z ♦-+ 0 W U C3oo U Urn LOO Or° Z a it Q- 1� H W�< wwl— N 0Y z6M i- aF-_j wW Q z gCN w,L az 31 Q U)z H� OU 0 a F W z z w W J M N 0 LAST PLOT DATE z0 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 SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 2x TOP PLATE kv2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 �TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED --\ II II SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL 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.) k—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rZ� 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 BLOCK W/ (1) /t5 FOR CONCRETE PLACEMENT ■■ • 9d'HOOK OPENINGS PLAN)••' O' , . • • . 17 ■■ _1!i! ail 'I iill— ■■III III■■ �lill IIII� ■■!II lid■■ Milli IIII� ■■III lil■■ �IIII IlII� ■■M II!■■ Milli lill� 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. Q 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 J LU T > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL INPOSITION GARAGE ENTRY FORM DETAIL K/S4 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB /-8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGEFLOOR .,•— TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL .: ., SCALE: N.T.S. :.: SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 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 STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --rt 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. e. WALL 4 A . e c DOORSTOP a e a e MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET DOOR TRACK ' 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 (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 —4'-9- 9' -16' (3) (4) (2) 1 (4) (2) LSTA30 SFF �N�O C 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B 6 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR It, GREATER HEADER SIMPSON SP4 w/ ()—(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. D� SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 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 \ �I 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)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENTLIN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 V /-10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO'f6P 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. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END W U a 2x TOP PLATE U) 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. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. 14 SIMPSON SP4 2X TOP PLATE OVERLAPPING 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) G (9335# SPF) N. 8" :'OXIED A.T.R. I & NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE f- 2X BLOCKING r /8"x10" "J" BOLT @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2)16d TOE NAILS MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING BOTTOM PLATE TRANSOM FRAMING FRAMING SECTION 2X P.T. SEE SECTION AA/Si PLATE AND BB/S1 FOR io 2X8 WALL ABOVE ADDITIONAL DETAILS SIMPSON ENTRY SP1 ' K.O. BLOCK W/(1) SIMPSON SP4 SIMPSON SIMPSON _J-BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X F.T. PLATE @ 2'-0" O.C. e MASONRY WALL 2X8 P.T. BOTTOM P TE A 5/8"00" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING SEE SECTION AA/S1 AND & 8" O/C FIELD S4 BB/S1 FOR ADDITIONAL B DETAILS • SIMPSON SP4 w/ (6)10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD Spi SIMPSON SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY RECESS SIMPSON SP4 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. LINTEL SP4 MAX. (MIN. (2) PER BOTTOM PLATE) a ALTERNATE: "e 5/8" DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) `S4 CT 0 � 202Z Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 N N O N N �i n O ao td a I p Q ►a. Q, �, y z W ems ` Ckb 0 w 0 z Q ,'n E 0K W 0 co N W _Q M N AUA, W j p u o ° `: o a a0 U s7f 7. V w av 0 ^N` W >` p E ri ,rn 70 0 0 a C7 W W W P W J W 2 F- 0 < o! zl xr _j0030LL00 z Q F-• V <ax0 ZLLLLozmoof-QQ 3W22 6zoRoomoz � a O Z ��Q?0wf lzWZOwooa LL OW �f-F. 2Wo�a 0Q o 0 oQz LL a LL a i O ZW 0 F. 0 M O Q cM L0 G U tL F—(LC W6 z < >- 00 Z U W W JQ O M I I I I I O o 0 0 0 � N ti M M o o� o O N w C' O O, I LO Lo ] CV vi 'i I ♦^ zI- W v, z w Q03 O + LU Eo0 -i U W�� LO -� 0 or< Z aly LL Q = w=a 0 � F— N O zo= . . >- Q�� N p z�o r Z U wx gZLL C.) p a _0 W z z z z w W J M 0 0 LAST PLOT DATE z 0 STRUCTURAL -- DETAILS SIMPSON HGAM1( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX g" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, (2) 16d NAILS IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL-7 45° t 2x4 CROSS BRACE ` APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ AT LEAST 90% OF WEB EA. END @ 48" O.C. LENGTH (SEE TABLE) 2x8 P.T. ABLE TRUSS " SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 WEB, USE MSTAM36 w/ (7) O.C. MAX) wl MIN. 4" 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45^t Z SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & SIMPSON H2.5A w/ (10) 8d (2)1Od TOE NAILS @ EA. FROM LEDGER TO END •� BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 �- DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON META12 w/ (7) 10dx1 112" NAILS AT 6'-O" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP N M " SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION 6 00 00 SCHEDULE FOR SHEATHING DETAIL WOOD TRUSSES `� - 1 1 _ bo 1/ ^ 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 1 " 1 2^ RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) T BOTT. CHORD FOR 4 & (@) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAI10dLS NAILS @ EA. END AT EA. TRUSS JOINT @ 2 x 4" LAMINATIONS W/ (1) ROW () (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 112" 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) EXT. WALL CONK @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 i IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL N (2) 16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2) 16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR 2x4 "T" ON TOP OF PANEL-/ ` BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ :.. 1 Odx3" @ 4" O/C (2) 12d TOENAILS :. SECTION g SCALE: N.T.S. S5 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 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGAI OKT 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. 55 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3) 10d x 3" AT I = • EACH CONN. @ 24" O/R\- MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING--_,2x4 "T" BLOCKING @ 48" O.C.16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. 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 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. FIEF1111111111 1111111 mm�i a m� NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BZOTTOM CHORD GABLE END BRACING 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 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 SCALE: NTS WOOD FRAMED GABLE END BRACING DETAIL MEAN A SPEED LL HEIGHT UP TO AT ION SEE STRUCTURAL NOTES SCALE: N.T.S FOR W virtual Review Assist. Inc. roved Plans Review completed and C 7th Edition for compliance wit by Debra pnoe h theKlahOr pX2300 N N O N N O n �J' may, 3 k. 01, t ' y,� 1 I , r%' w , O w 0 z Q N � E b? 0 W L 3 A s N R m V M C -0- 4o 2 8 .4.. _j o .N f. U 0 W Q.� n U c� c W L p EM C3 n (9 W w �W W W 2O Of Q�q 2JO a I­-p Z) =) -iOw,wQ0 °�(o3oZm�oa<a Z� OgC§OZLL U W a.W_w_wZZ=OZW WWWQ� �Q<W zWZO�p�;ow � ����YoLL � OQ oaz� a �aU- i O z WO� >_ (n O p en M 0 Lo ti Ln F- cM QUQ� Z�f- Z W Wo J O Jco Co o000 N N N N N ti O � M M N CEO O Q� O O N O ' I I ' Z O N ' o Uj N '.i 'i L /� I � '/ C ^ //J >- ZZ ♦, QZ W O W Z 000 40 0 v L 0 o�LJ z aiYa 2 W= W �,f 7 (9 Co t I- � 2 N � O zom . . w a <~� N 0 zwo z U LL gZLL a LL z OU 0 � z Z W Uj J M LAST PLOT DATE 0 z 0 I STRUCTURAL — DETAILS (2) LAYERS ASTM TYPE it 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 O.C. MAX. SHINGLE ROOF \� SHINGLE ROOF INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM //F ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY CV A d a ••- I I I — _I I I °. 6x6 W1.4xW1.4 WWF OR FIBERMESH I 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING co NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO pW 0� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD Z) W LAYER 1/8" THICK. INSULATION PER J� CHART ON FLOOR PLAN B R S6 S6 -METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C") LL W 4"x4" INSPECTION PORT AT w a. EACH FILL CELL TYPICAL D_ AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE ISH GRADE 00 —STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR " (SEE DETAIL) W/3" MIN. CLEARANCE 4" l'-8" TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 O OP SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 112" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 1Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--, • IN *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER JE W/ O.C. IOR 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'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d "T @ 4" 0/C, 2 ROWS STAGGERED ZT , FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1 Odxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST FLOOR CONNECTION @ MASONRY 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 21/4" TITEN � r SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TR ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 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 it - WIMP °. '''. ''=X A A 1 .°° SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE .11 l 8" 8����� V l CHAI CLEARANCE N. INTERIOR 2-STORY FRAME SECTION S SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. _ W W 0 0 0 B i 15/32" OSB EXPOSUREI SHEATHING X X PROVIDE BLOCKING AS REQUIRED PER D O SECTION X-X IF L NOT FULL C HEIGHT SHEET C Z 2 G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING W x SOLID 2x C BLOCKING @ ALL j C SHEATHING EDGES (SEE OPENING SECTION X- a0 C X IY W id t x E W 2x STUDS W BEYOND. SEE PLAN o co \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL f/8" SPACING Sx 3/4"yr S 1/2" * S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 20 #2 SPF TURNED VERTICAL w/ 7116" 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 X-X Tjy`7 SFFp ��w �H 2x CRIPPLES @ -- 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES W.LL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ye' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN)". O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4- O.C. w/ 8d COMMON NAIL u. _ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. t=n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL _1w @ W � 8 f w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Z00~ U) CDLL F OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL NW0 MEMBER IF GABLE END c ai U. NOTE: rc"* WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY 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". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTEPIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE 7A1_ 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 3116" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1AxW1.4 WWF OR FIBERMESH N. -1 I I-1 I —I 11 I •;. IIIIIII1111111111 •. '�I,IIII =1� � III-11� (3) # 5 REBAR ON 3" CHAIR 4" V-8- 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 SIZE JACKS STUDS JACKS STUDS SIMPSON 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) (3) (2) 1 (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C OCT 0 6 q [022 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. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. vinuat ���•'�•• "-- roved Plans Review completed and approved for compliance with the 1020 FBC 7th Edition �, FINISH GRADE by Debra Anne Klahr PX1300 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3l4"=1'-0" ADDITIONAL INFORMATION. V S6 CV 04 O N CV • 0" �j ` 00 "ZI „r, . c:�r-. k.' - o C. t-/ W 2 •�� it .r 0 �` W fW O Z a ^N` 0 ^ o _W L `0 `? U [ M N `I N M t 5 co U .d % 0 t 9 suCi-°' �0 V Lu Q- N E m o M M W W 0 W p Lll CA W O 1- �Q Ir _j W�~zcr Wa'000 Z O 0 Q02_jU)0 oWxwOZOW0000Z Cn CAW ?'SU O 0 (U) O Z _ W��LLD QO�� a O W Q � � 5 2 W 6g 0 LL OQ o oY Qa 0 QCD It O Z N Ow U) O z Q CM O a J Lo U) Lj_ W C'7 QUa00 Z Ww0 J O O M I O O 0000 CD N N N N N 0_0 O Of o O N C) I i ' z 0 N' ^ W NCr cri v I I Y, CO }� U) `�ZZ W O + W Zz 000 0) O U UV� Ll) -0 0 Ord Z air a T1 I Ln m=w N zO oo ■ ■ Li 2~0 CN r Q Z O :5WIxW Z �z �< U W W z S6 a z W WM J `� N 0 LAST PLOT DATE z 0 STRUCTURAL DETAILS - MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P 1'. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 1 X 4 3-1/4" LONG X 3/16"0 1x4 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" @ 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 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 DISET. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO,*2',"EDGE (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. Fi!1/2"DF FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .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 SCALE: N.T.S. 1/4" MAX 2'4" iSOLID BLKG. AT fOP BTWN. ARCH BLKG. & BUCK -� 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" TAK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION SE WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO .) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH 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) START OF ARC BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAID' INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK 0 4' ±5^ NOTCH WEB AT FIRST 2 COURSI ;AHALA I T = ?JUO IT rUK 1 J I KAH =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 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%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS 2X6 TO 2X4 PROVIDE 2x " CONT. W/ (3) 12d 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. t' s 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 :.� a' : • '' ' FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST `� SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY, GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY KT SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" COVER D � � D pA " 6 e D II GRADE A 04 p M Z N � •D a D I, 16" MIN. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS (2) #5 REBAR. MIN. 3" COVER EA, WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" F.F. FILLED CELL PER FOUNDATION PLAN R YP.) THE :S I IAIA/�/�C[]TA�1 C IAIG`TAI 1 TI/'►AI FILLED CELL INSTALLATION H SCALE: N.T.S. Ss SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN `±FF NOTE 1 BFI.O`dV `Z� 2x SUD FA, ." IA AL UM DRIP EDIE 111�I I ALUM FASCIA 11 — ERG WALL TYPE -F—� PER PLAN I �tk 1 3,4" TRIM PAINTEC I I F C:HANNFI_, -_ -_-S NAIL W5'iG" iiEAD DIA (d 24" O.0 -A' 7ENED PER NOTE 2 BELt .'. 1 - ONT VENTED OR SOLID SOFFIT CC) NT 2x4 NAILED TO x EL ?/: KIM-i NAILED T!TOP BLOCKING wl2 12d NAILS (") Hi?RL1 EVf PY :1THEE TRUSS w/ 3-12d NAILS. TYF i' C ' BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON I -+t UE',0_4N 'PHESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE LIE: I( ,4 CRITERIA ON SHEET SN 2 FOR SOFFIT ATTACHNIFN I A I WALL (* t H Al WHA AI_I;".1 IN(: FI_# '16`44 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w;' T NAIL .097" DIA_ @ 24" O.C. wl 5M" MIN. EMBEDMENT Vic:� )D W,,'? 1 16 GA 3/4"x 1 r4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND r'A.TTERN SUS FA. ,(:IA w I! ,iA 4 )(1?4" :aR()VJN STAPLE @ EACH GROOVE SFO� STRUCTURAL SOFFIT SCALE. 3,-:' - ''' 0" I" FOR A-1 1MINUM SOFFITS WITH SPANS REV 0921.2021 > 1'-4", INS FALL MID,-i;-AN Hl I 'KING PFR THE SOFFIT FL PA INSTALLATION CRITERIA `REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS: �x0VFRHgN + 4E/ + + + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO T-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. �- (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD %// ,--PLYWOOD SHEATHING / BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + + PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIr- MSTAM STRAP SCAT F• 3/4 QCC QW1:C:T n) AAIn z 0 LL 0 W U_ 0 0 t� 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 HGAM10KTA @ 12" O.C. w/ (4)1/40 1/2"SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" + CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. "• ,v" 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" 5'-011 '' D P A #5 BAR �{ p D , . CENTERED W/ g . D.: Q ."AD FI IN TOP o _ p �, KNOCKOUT/ ZI _ ° CHAIR BLOCK III II -I MONO FOOTING SIZE AND REINF. PER PLAN •' ' D � I -I AND SECTION DETAILS - CLEAN FILL I I DIRT 4 z STANDARD 4 0 90' HOOK iv #5 BAR IN FILLED CELL - ♦ ♦A ♦ ♦ -A- % ,♦ -A ♦ ♦A STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT 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 t 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 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. OCT 0 2022 Virtual Review Assist, Inc - plans Plans Review completed and approven for compliane DebraAnn lth e KtahOr PX2300 Ed by CV C14 O N N rl- Lo 01 , ' CD LO .i . k ,LU ` s' �8�.. p'tb O 0 a N L 0 E "OM o M - a V A' C ♦Y E L M �} Oro s "R a T. VW C)- 1-t c QC co V V ^ a '00 _jw �wW wm0 aUpxj�OUOz QQ "dJZ�uw Oz'o,1- 0 pF- OnxOzW —Cr U�_ <- U CY O Z �QQpW zwZO��pa LL p w w 0 Q o 0 oQz Oa a a it O O z W O� OF CMO Q � MLO LL1 ti i- Ch Z V W W W J O J 0 M III III C)o 0 0 0 0 N 0 N 0 N N N N coo 0 0 o I I I ' z 0 N'^ W o' w > 0 4 CV 0 M It 1 I I ' I y/ M' r^ � zE- W vJ Qz O zw � W 000 I­_z 0 5; OdLuza Z wWLL w w W L H� N O zoo W 04 0 zwoo Q Z C) !SWLL °z Ln OU o a W co z z z z w Uj J Mrl- 0 LAST PLOT DATE z 0 STRUCTURAL DETAILS - RETRO FIT SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS �4 11 SYP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS � I EW "A" SCALE: 1" = 1'-0" E PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS VVHLL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL iPEH4 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H 2x4 SYP BLOCKING AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED FOR STRAP BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO N M/2" (14) NAILED TO STRINGER FRAMING (14) 10d x 1 1/2" NAILS) 10d NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILE ?2- 2x DR FT S P D FT S P 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x3 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING E B FOR DRYWALL SPACING H � SECTIO �J N VIEW SCALE:' = 1'-0" �s ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" E SECTION VIEW SCALE:" = 1'-0" 3/4 PLYV1 ON DECK --2x8 SYI AND Ni FRAMIP 2x4 DRAF' STOP 2X4 BLOCK C SCALE: 1" = 1'-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4 AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 a" TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER TREAD - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP ,!* -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/a' X 2 t" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT (2) LAYER t" EDGE GOLD OSB OR PLYWOOD OR 1 rX16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. POST LET INTO _OCK DE 'ING ?X8 BLOCKING -OR NEWEL POST rO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING 0 1 MI M UUIN0 1 M U U I IUIN UC I /Al LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE 4TO RIM BAND, ID NAILED TO WALL BELOW JOINT _TO )ISTS) 2X PSON M1 10dx11 ECTION VIEW "H" SCALE: 1" = V-0" Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 0 N 04 Q``' . O ',cam o , ,,, 0 `d %)1 ' l W W p Z ^, r, E W L. .gyp `? N V _Q O_ a O D O B g �s Uag °< �.� "N w Q: W oo EM ` m 0 0 W U' W W O I- LU W Uj H~ W W�yzw ofj�_¢O¢x¢LLUO0,-,O Q Q U �C3OJZLLLL0-UM0oZ¢¢ Ocn�UjUj O_z0�o_OED U x V O O (%� O Z 0_ 5 0 W~ z LLfr¢ 0 J 0 OW9 ZwWO U Q 0LL o =O Dyz ¢ LL O O Z w O� U) ti �F:CMO Q w cM � U) m co ti <z F- W Q. M �o-�— Z CU WZ� W O J O M I!i CDC) 0 0 0 0 0 N 0 00 O O) O O N O ' Z O CVW0000 Lo N M' Cr Z 0/ U) ¢ z w O W zco 0OOLLI � O U _ 0 Cn Z pZj pw0 a.Fa Q T� �W4 CO ~ W N � O Zo= . W IL 04 O Zoo r- Z V (I Z Z x F- pU _o W z ST z Z W W J '� M CD C) LAST PLOT DATE z j STAR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEE'- FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-0B BF12-0B BF16-08 8F20-0B 8F24-0B BF28-0B 8F32-0B LENGTH 8U8 8F8.1B 8F12-1B 8F16-1B BF20.16 8F24-16 8F28.1B 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 1 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 1349 1438 1999 2560 3123 3686 4249 5'4" (64") PRECAST 1217 1663 1 3090 5365 1 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 1 2090 2549 3009 3470 1451 2622 4360 7168 e5 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1 1729 2661 3898 5681 8461 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 1 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-0" (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 540 873 1254 1684 2193 2805 3552 12'-0" (144") PRECAST 337 540 873 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 1 1326 1697 2127 2630 NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED N.R. 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NRROO 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 *RNNR NR 180 340 598 1359 1468 22'-0" (264") PRESTRESSED NR NR NR NR NR N.R. 165 315 550 1285 1399 NR NR NR NR NR 24'-0" (288") PRESTRESSED N.R. 129 250 450 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 40 i1 *Vdw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B BRF10-0B 8RF14-0B 8RF18-0B BRF22-0B BRF26-0B 8RF30-0B LENGTH 8RU6 8RF&IB 8RF10-1B 8RF14-1B 8RF18.1B 8RF^2-18 8RF26-1B 8RF30.1B 1749 3355 3280 4349 5421 6493 7567 4'-4" (52") PRECAST 1635 18 11 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 r85 1653 1600 2124 2649 3174 3700 2342 4242 6639 10 8W 39 7402 19 8706 196'-8" (80") PRECAST 7971825 3120 5048 7747 9448 7360 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 80 19 10693 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD ''"� • � PLF TYPE 8U8 8F8 REINF. LENGTH 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 8" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD ^-•� PLF TYPE REINF. LENGTH 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 t490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C�~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F&1T 8F121T 8F16.1T 8F201T 8F24 iT SF26 iT 8F32-iT LENGTH 8F8.2T 8F12.2T 8F16-2T 8F20.2T 8F24-2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-0" (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'-0" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 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 210411).2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113115 147115%(15)1732 16 2494 15 591 851 1326 1705 3 2842 10'-6" (126") PRECAST 530 552 91415 11 15 15530 686 1183 1526 4 2544 11'�" (136")PRECAST474 485 79815 1034 1515 1749 15 494 599 1028 1422 3 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1216 14 410 420 709 1050 1 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 im 24'-0' (288") PRESTRESSED 124 175 267 10 341 10 416 10 124 200 316 450 600 7 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^Vr-44 M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14-1T 8RF18.1T 8RF22-1T 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26.2T 8RF30.2T (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 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 1097 1651 2204 2758 3312 3865 7'-0" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 t164 42 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15015 198015 2322 16 395 589 1135 1514 93 22 22 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 s a e G % po^ % > D > D > D 0 ° 0 O o o Q o o b o o b o 8F16-1 B/0T 8F16n1 B/1T 8RF14�-1 B/OT 8FF8-11 B �/ �_ / �I Ho"�1% O o O 8F12-0B/1T D Q0 o L 8" PRECAST LINTEL W/ Q (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR �0 0 C.M.U. cn cn x o D 0- ° ~aw��`O W U Uc #5 REBAR AT �1 c BOTTOM MIN. (1) �Qpawz REQ'D Q !� GAUGE W w J Uj Z-Q16 w U) ILPOWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D :7 1-1/2" CLEAR C.M.U. Q GROUT 00 (.0#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) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OW = 0 0 O O 1ST FLOOR LINTEL PLAN (ELEVATION B' T p 6 2022 V, A LO Virtual Review Assist, Inc- Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 4In 0 Cn U LL 04 2 Lnj o (#) 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 40 i1 *Vdw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B BRF10-0B 8RF14-0B 8RF18-0B BRF22-0B BRF26-0B 8RF30-0B LENGTH 8RU6 8RF&IB 8RF10-1B 8RF14-1B 8RF18.1B 8RF^2-18 8RF26-1B 8RF30.1B 1749 3355 3280 4349 5421 6493 7567 4'-4" (52") PRECAST 1635 18 11 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 r85 1653 1600 2124 2649 3174 3700 2342 4242 6639 10 8W 39 7402 19 8706 196'-8" (80") PRECAST 7971825 3120 5048 7747 9448 7360 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 80 19 10693 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD ''"� • � PLF TYPE 8U8 8F8 REINF. LENGTH 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 8" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD ^-•� PLF TYPE REINF. LENGTH 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 t490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C�~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F&1T 8F121T 8F16.1T 8F201T 8F24 iT SF26 iT 8F32-iT LENGTH 8F8.2T 8F12.2T 8F16-2T 8F20.2T 8F24-2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-0" (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'-0" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 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 210411).2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113115 147115%(15)1732 16 2494 15 591 851 1326 1705 3 2842 10'-6" (126") PRECAST 530 552 91415 11 15 15530 686 1183 1526 4 2544 11'�" (136")PRECAST474 485 79815 1034 1515 1749 15 494 599 1028 1422 3 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1216 14 410 420 709 1050 1 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 im 24'-0' (288") PRESTRESSED 124 175 267 10 341 10 416 10 124 200 316 450 600 7 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^Vr-44 M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14-1T 8RF18.1T 8RF22-1T 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26.2T 8RF30.2T (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 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 1097 1651 2204 2758 3312 3865 7'-0" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 t164 42 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15015 198015 2322 16 395 589 1135 1514 93 22 22 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 s a e G % po^ % > D > D > D 0 ° 0 O o o Q o o b o o b o 8F16-1 B/0T 8F16n1 B/1T 8RF14�-1 B/OT 8FF8-11 B �/ �_ / �I Ho"�1% O o O 8F12-0B/1T D Q0 o L 8" PRECAST LINTEL W/ Q (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR �0 0 C.M.U. cn cn x o D 0- ° ~aw��`O W U Uc #5 REBAR AT �1 c BOTTOM MIN. (1) �Qpawz REQ'D Q !� GAUGE W w J Uj Z-Q16 w U) ILPOWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D :7 1-1/2" CLEAR C.M.U. Q GROUT 00 (.0#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) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OW = 0 0 O O 1ST FLOOR LINTEL PLAN (ELEVATION B' T p 6 2022 V, A LO Virtual Review Assist, Inc- Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 4In 0 Cn U LL 04 2 Lnj o (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD ''"� • � PLF TYPE 8U8 8F8 REINF. LENGTH 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 8" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD ^-•� PLF TYPE REINF. LENGTH 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 t490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C�~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F&1T 8F121T 8F16.1T 8F201T 8F24 iT SF26 iT 8F32-iT LENGTH 8F8.2T 8F12.2T 8F16-2T 8F20.2T 8F24-2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-0" (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'-0" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 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 210411).2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113115 147115%(15)1732 16 2494 15 591 851 1326 1705 3 2842 10'-6" (126") PRECAST 530 552 91415 11 15 15530 686 1183 1526 4 2544 11'�" (136")PRECAST474 485 79815 1034 1515 1749 15 494 599 1028 1422 3 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1216 14 410 420 709 1050 1 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 im 24'-0' (288") PRESTRESSED 124 175 267 10 341 10 416 10 124 200 316 450 600 7 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^Vr-44 M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14-1T 8RF18.1T 8RF22-1T 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26.2T 8RF30.2T (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 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 1097 1651 2204 2758 3312 3865 7'-0" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 t164 42 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15015 198015 2322 16 395 589 1135 1514 93 22 22 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 s a e G % po^ % > D > D > D 0 ° 0 O o o Q o o b o o b o 8F16-1 B/0T 8F16n1 B/1T 8RF14�-1 B/OT 8FF8-11 B �/ �_ / �I Ho"�1% O o O 8F12-0B/1T D Q0 o L 8" PRECAST LINTEL W/ Q (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR �0 0 C.M.U. cn cn x o D 0- ° ~aw��`O W U Uc #5 REBAR AT �1 c BOTTOM MIN. (1) �Qpawz REQ'D Q !� GAUGE W w J Uj Z-Q16 w U) ILPOWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D :7 1-1/2" CLEAR C.M.U. Q GROUT 00 (.0#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) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OW = 0 0 O O 1ST FLOOR LINTEL PLAN (ELEVATION B' T p 6 2022 V, A LO Virtual Review Assist, Inc- Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 4In 0 Cn U LL 04 2 Lnj o * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD ^-•� PLF TYPE REINF. LENGTH 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 t490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C�~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F&1T 8F121T 8F16.1T 8F201T 8F24 iT SF26 iT 8F32-iT LENGTH 8F8.2T 8F12.2T 8F16-2T 8F20.2T 8F24-2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-0" (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'-0" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 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 210411).2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113115 147115%(15)1732 16 2494 15 591 851 1326 1705 3 2842 10'-6" (126") PRECAST 530 552 91415 11 15 15530 686 1183 1526 4 2544 11'�" (136")PRECAST474 485 79815 1034 1515 1749 15 494 599 1028 1422 3 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1216 14 410 420 709 1050 1 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 im 24'-0' (288") PRESTRESSED 124 175 267 10 341 10 416 10 124 200 316 450 600 7 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^Vr-44 M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14-1T 8RF18.1T 8RF22-1T 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26.2T 8RF30.2T (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 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 1097 1651 2204 2758 3312 3865 7'-0" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 t164 42 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15015 198015 2322 16 395 589 1135 1514 93 22 22 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 s a e G % po^ % > D > D > D 0 ° 0 O o o Q o o b o o b o 8F16-1 B/0T 8F16n1 B/1T 8RF14�-1 B/OT 8FF8-11 B �/ �_ / �I Ho"�1% O o O 8F12-0B/1T D Q0 o L 8" PRECAST LINTEL W/ Q (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR �0 0 C.M.U. cn cn x o D 0- ° ~aw��`O W U Uc #5 REBAR AT �1 c BOTTOM MIN. (1) �Qpawz REQ'D Q !� GAUGE W w J Uj Z-Q16 w U) ILPOWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D :7 1-1/2" CLEAR C.M.U. Q GROUT 00 (.0#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) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OW = 0 0 O O 1ST FLOOR LINTEL PLAN (ELEVATION B' T p 6 2022 V, A LO Virtual Review Assist, Inc- Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 4In 0 Cn U LL 04 2 Lnj o * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C�~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F&1T 8F121T 8F16.1T 8F201T 8F24 iT SF26 iT 8F32-iT LENGTH 8F8.2T 8F12.2T 8F16-2T 8F20.2T 8F24-2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-0" (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'-0" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 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 210411).2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113115 147115%(15)1732 16 2494 15 591 851 1326 1705 3 2842 10'-6" (126") PRECAST 530 552 91415 11 15 15530 686 1183 1526 4 2544 11'�" (136")PRECAST474 485 79815 1034 1515 1749 15 494 599 1028 1422 3 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1216 14 410 420 709 1050 1 1434 8 1694 8 1954 7 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 im 24'-0' (288") PRESTRESSED 124 175 267 10 341 10 416 10 124 200 316 450 600 7 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^Vr-44 M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14-1T 8RF18.1T 8RF22-1T 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26.2T 8RF30.2T (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 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 1097 1651 2204 2758 3312 3865 7'-0" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 t164 42 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15015 198015 2322 16 395 589 1135 1514 93 22 22 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 s a e G % po^ % > D > D > D 0 ° 0 O o o Q o o b o o b o 8F16-1 B/0T 8F16n1 B/1T 8RF14�-1 B/OT 8FF8-11 B �/ �_ / �I Ho"�1% O o O 8F12-0B/1T D Q0 o L 8" PRECAST LINTEL W/ Q (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR �0 0 C.M.U. cn cn x o D 0- ° ~aw��`O W U Uc #5 REBAR AT �1 c BOTTOM MIN. (1) �Qpawz REQ'D Q !� GAUGE W w J Uj Z-Q16 w U) ILPOWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D :7 1-1/2" CLEAR C.M.U. Q GROUT 00 (.0#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) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OW = 0 0 O O 1ST FLOOR LINTEL PLAN (ELEVATION B' T p 6 2022 V, A LO Virtual Review Assist, Inc- Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 4In 0 Cn U LL 04 2 Lnj o (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^Vr-44 M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14-1T 8RF18.1T 8RF22-1T 8RF26.1T 8RF30.1T LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26.2T 8RF30.2T (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 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 1097 1651 2204 2758 3312 3865 7'-0" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 t164 42 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15015 198015 2322 16 395 589 1135 1514 93 22 22 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 s a e G % po^ % > D > D > D 0 ° 0 O o o Q o o b o o b o 8F16-1 B/0T 8F16n1 B/1T 8RF14�-1 B/OT 8FF8-11 B �/ �_ / �I Ho"�1% O o O 8F12-0B/1T D Q0 o L 8" PRECAST LINTEL W/ Q (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR �0 0 C.M.U. cn cn x o D 0- ° ~aw��`O W U Uc #5 REBAR AT �1 c BOTTOM MIN. (1) �Qpawz REQ'D Q !� GAUGE W w J Uj Z-Q16 w U) ILPOWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D :7 1-1/2" CLEAR C.M.U. Q GROUT 00 (.0#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) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OW = 0 0 O O 1ST FLOOR LINTEL PLAN (ELEVATION B' T p 6 2022 V, A LO Virtual Review Assist, Inc- Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 4In 0 Cn U LL 04 2 Lnj o (#) 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 4 s a e G % po^ % > D > D > D 0 ° 0 O o o Q o o b o o b o 8F16-1 B/0T 8F16n1 B/1T 8RF14�-1 B/OT 8FF8-11 B �/ �_ / �I Ho"�1% O o O 8F12-0B/1T D Q0 o L 8" PRECAST LINTEL W/ Q (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR �0 0 C.M.U. cn cn x o D 0- ° ~aw��`O W U Uc #5 REBAR AT �1 c BOTTOM MIN. (1) �Qpawz REQ'D Q !� GAUGE W w J Uj Z-Q16 w U) ILPOWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D :7 1-1/2" CLEAR C.M.U. Q GROUT 00 (.0#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) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OW = 0 0 O O 1ST FLOOR LINTEL PLAN (ELEVATION B' T p 6 2022 V, A LO Virtual Review Assist, Inc- Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 4In 0 Cn U LL 04 2 Lnj o ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR �0 0 C.M.U. cn cn x o D 0- ° ~aw��`O W U Uc #5 REBAR AT �1 c BOTTOM MIN. (1) �Qpawz REQ'D Q !� GAUGE W w J Uj Z-Q16 w U) ILPOWERS STEEL z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D :7 1-1/2" CLEAR C.M.U. Q GROUT 00 (.0#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) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OW = 0 0 O O 1ST FLOOR LINTEL PLAN (ELEVATION B' T p 6 2022 V, A LO Virtual Review Assist, Inc- Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 4In 0 Cn U LL 04 2 Lnj o O O 1ST FLOOR LINTEL PLAN (ELEVATION B' T p 6 2022 V, A LO Virtual Review Assist, Inc- Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 4In 0 Cn U LL 04 2 Lnj o N N O N N Q Z Q ^, N n E br~2 L U W 'i � N REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (11#51.(I)#5U (01#5L(1)#5U (1)#51.(2)#5U DETAIL'A' DETAIL 'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'S' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 11 9462 9462 10000 10000 3141 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 404" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-C PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 1 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1 167 1152 1152 7-9' 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" C-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'4' 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 1 8'-0" PRECAST 12) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'4" 9'-2" 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' 12-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 1741 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 5/0 391 570 13'4" 121-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 17-8" PRECAST (2) No. 3 2 No. 5 270 449 _ 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand+ N.R. 522 522 360 499 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 Na.4 174' IN4Y' PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 702 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2 No. N.R. 2VA" 20'-0" PRFSTRESSFD (2) No. 3 (2) 7116 strand + 219 219 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 N.R. (2) 7' 1' strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 2 No.S N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" r' �'.' r• a': DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF N5 BAR AT S. SOLID LINTEL I LOWER LINTEL CAVITY [I8x1 j 6L/1IU] NOMINAL WIDTH-1 '•-�OUAMRY OF #5 BAR AT NOMINAL HEIGHT UPPER IINIFL CAVIrY 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)#51. (1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#SL (1)#SU (I)#5L(2)#5U DETAIL'H' DETAIL')' ' DETAIL'H' &J' DETAII'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) 04.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'4" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 100W 41-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-TO" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE. 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 1'-0" 2 1 P T RECAS 2 No. 3 11 N .5 2 0 14 9 3 14 9 3 1075 4 1 39 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 134' 17-9' PRECAST (2) No.3 2 No.5 1232 1232 849 1232 14'-0" 174' PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No. I54" 14'-0" PRESTRESSED (2) No.3 (2) 7116strand + 1291 1291 775 1270 2 No.4 1T-4" 16'-0 PRESTRESSED 2 O No. 3 (2) 7116 strand +" 993 993 600 1084 2 No 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No. 20'-0" 16-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 2 No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 No.S (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P-PIAIN LINTEL/ r- QUANTITY OF #5 BAR AT S-SOLID LINT FL I LOWER LINTEL CAVRY 8x16-P-1L [j /lU1 NOMINAL WIDTIJ LQUAMITYOFN,58ARAT NOMINAL HEIGHTUPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOFAL 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 45 (1) U (0) LL #5 1DETAIL'DE' SOLID #5 (2) U (1) L DETAIL'DP DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 74" 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 1 4965 4401 4401 4'-7' 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 40,,30 3607 3607 4'$" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 1 2290 2085 2085 6-8" 5'-4" 5-91 PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 64" 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-9" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P-PIAINIINIFI/ rQUANTITY OF *5 BAR AT S - SOT it) LINIFI I IUWFR I INIFICAVRY [8x 16-P-1 L/ 1IU] NOMINAL WIDTJ j `QUANTITY OF #5 BAR AT NOMINAL HFIC%HT UPPER LINTEL CAVRY 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 LOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #5L (1)#SU(1)#SU (0)#5L(1)#5U (1)#51- (1)#5L(2)#5U (T DFTAIL DETAIL'F' DETAILIL'E''F' &7 'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE J21 No.3 10000 10000 10000 10000 314" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 74i 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" 314" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5-TO" 4'-6" PRECAST (2) D4.5 WIRE 7 No.3 2787 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-9" 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" 7-0" PRECAST (2) D4.5 WIRE. 2 No. 4 1679 1679 1699 17/6 9'-N, 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 1014" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'-4" 101-0" PRECAST (2) No.3 2 No. 5 1074 1074 854 1121 121-0" 1014" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 174' 11'-2" PRECAST (2) No.3 2 No. 5 937 937 685 978 1314" 12'-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 f2l No. 5 804 804 529 838 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 2 No. 154' 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1095 1095 551 887 2 No.4 174"-4" 16'4" PRESTRESSED 2 () No. 3 (2) 7116 strand +2 836 836 426 /63 No 4 19'4' 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 6.55 655 340 645 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 2 N0.5 (2) 7/16 strand + 24' 0 22' 8" PRESTRESSED 2 No. 3 () (2) No. 5 399 399 217 412 .«� ';..ram ';,:w:• DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVIIY [8x] 6-P-1 L/1IU] NOMINAL WIDTH) ] `UUANTRY OF #5 BAR NOMINAL HEIGHT UPPFR I INIFI CAVIIY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTFLTYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL V DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 7-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'$' 3-4" PRECASI (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54' 4'-0" PRECAST (2)D4.5WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2)D4.5WIRE 2 No.4 6871 68/1 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 31" 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-7' PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'-4" 101-0" PRECAST (2) No.3 2 No. 5 2082 2082 1590 2082 12-0 1 0-8 PRECAST I2 I No.3 2 No.S 1895 1895 1401 1895 17-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1175 1279 1775 13-4" 17-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 17-8" PRECAST (2) No. 3 2 No. 5 1490 1 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No. 19'-4" 18'0 PRESTRESSED 2 O No.3 12) 7116 strand + 1084 1084 615 1095 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No. 27-0" 20'-8" PRFSTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No.5 (2) 7116 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 f; , ti;' r �'• s DETAIL "L" DETAIL "M" DETAIL'IN" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY Of 05 BAR AT 5 SOLID LINTEL -I I r LOWER LINTEL CAVITY [8x]j 6-P-1L/1IU] NOMINALWIDTHJ `QUANIIIY OF#S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11"SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD %(SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN °O 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) In " N BARS SEE ECHEDU E NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASIM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN M `� °' 7/32" STIRRUPS AT 4'-0" cc H °D (TIED OR WELDED) Fn SEE SOCHEDU E Cl) 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINIELTYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT I FNGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#.5U (1)#5L(1)#5U (0)#5L(1)#SU (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 21' !(Y' 116$ PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 :3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5-4" 4'-0" PRECAST (2) 04.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 489( 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE. 2 No. 4 5967 6199 4657 6477 &-U" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5156 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 1014" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'4" 110'-0" PRECAST (2) No.3 2 No.5 2699 2699 1959 2699 12' -0 1 0-8 P RECAST 2 No. I l 2 No. 2436 2436 (727 4 2 36 12'-6" 1l'-2" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 1314" 12'-0" PRECAST (2) No. 3 2 No.5 2034 2034 1366 2034 14'-0" 12'4" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No.4 15'4- 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 2199 2199 1219 1846 2 No.4 17'-C 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1346 753 1330 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 2 No.5 21'4' 2.0'-0" PRESTRESSED (2) No. 3 (2) // 16 strand + 1092 1092 614 1167 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1 121 2No.S (2) 7/16strand+ 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.5 g98 71 898 481 947 TYPE DESIGNATION ;,;•;. ;.;;. ;,;;. ",•+q, ptgl A(q1 P-PLAIN LINTEL/ QUANTITYOF #5 BAR AT '{:°w '{j-i •{:j.1. S - SOLID LINTEL LOWER LINTEL CAVITY [8x]6-P-1 L/1 U] ••t•• ,r: {r•• WIIAH QUANTITY OF 15 BAR AT NOMINAL NOMINAL HEIGHT UPPER IINIFI CAVIIY DETAIL "0" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTFI STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOUD #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" 74" 7-0" PRECAST (2) D4.5 WIRF (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 74' PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-7' 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7'-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'-4" &0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 4- DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION S - SOT TIN I INTEL LOWER LINTEL CAVITYAI [8x16-P-1 L/1IU] NOMINAL WIDIIJ j `C}IIANTf(Y OF #.S BAR AT NOMINAL HEIGI II UPPER LINTEL CAVIIY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER 101AL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR UNTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(OIL SOLID #5(1)U(1)L SOLID ##551,U(O,ILL SOLID #5(2)U(1)L DEIAII'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-B" 74" 7-0" PRECAST (2) 04.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 7-8" 2'-4" PRECAST (2) 04.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'-4" 3'lY' 7-8" PRECASI (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10D00 N-8" 3'4" 3'4" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10D00 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 5-4" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 6'4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 ,•�y Atgy s•?1,{? ♦ DETAIL "DL" DETAIL "DM" DETAIL "DN" =>7illl�'-j 1 L'I [8x16-P-IL/I+ ] J UNIT '2551' - 1ST FLOOR PLAN 1 /819 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 0 1 L SOLID 05(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB'&'DC' DETAIL'DD' 3'-8" 74" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 74' PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 11 1483 4'-2" 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 12.84 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 54' 5-a' PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 71-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 54Ld 669 669 462 537 9' 8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 489 489 261 393 �4 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 7-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'4' 74' PRECAST (2) D4.5 WIRE (2)V % 3 7599 10000 10000 10000 4'-7' 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'4" 3'4" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECASI (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 54' 4'4" N.U' PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 1 10000 6-8" 54" 5-9, PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-8" 6'4" 6-9' PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" &4' 8%0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1193 2844 1 r.° . •c Y � j•.I p4gi � r•.1 ' Jk i ..I �'.1:i�r ••!�i. t DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION _= I r [8XI6-P-IL/1U1 mJj L TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF 05 BAR AT S - SOLID LINTEL -E,LINTEL CAVITY [8x16-P1-1L/1U] NOMINAL WID1HJ J L QUANTITY ,, #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVRY OCT 0 b Nttr` Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Eft by Debra Anne Klahr PX2300 SAFE WQRKING LATE�AL LOADS (PLF) " X 8' LINTEL Total Length Type 8"X8" PLAIN Sk8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5'-19' Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 814" Precast 318 981 9'-4" Precast 222 772 10'-&' Precast 156 600 114' Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 134" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'4' Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'47 Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. too N.R. = Not Recommended N N O N � ti 00 Ln •-mod , � :; tc '.: � a Li. # 0s- W G d i O Q z a t� > 0o 'L-, W L C �o Nrt D CjCO N V° „�• } O 0 Uo.0a t W C)-:;: vl C ^'M W L ()0o E R I\ C) Fo N v r-F-a -o U' LLI W W F- W J W m o O F- X - Z z ��--l�O�WULLOOO�0 Q Q C) BOO zW 1 0zM OZOROOo 0p Zaw QU �d OOOaYOLLWZZ0U Z DQWW Ui O z 0F- W O aQ LL0Q O QF LL it O Z W I..- '0 W z cM O Q W co � Cif) LL vJ z < W < uri FN- W M Z U WW J CM I F [ F 1 1 I F I 1 : F C)N N N N N N o0000 N N N N N 000 O N O O ' z O L? ,^ w , > o 0 o r N M 00 ZZ Qz C)zw ♦��-+ W 0oo ^ j,1 O OWo p JJ T z F- a�na Ln W L l 0 ~~O N z rN W O ZWO �- Z U W w �zLL • ■ pU ow co z a z W W J M 0 O LAST PLOT DATE z ■ O STRUCTRUAL DETAIL B HURR/CANE Mounting Brackets i I 0 Gal reel +1 `2•X 4.1 2' k 2-1 ' Set Anclror Schiti Botts I' }'cane A3?SGaPOO (Typ,) KI'11 1.1711h= r. Self-LDckine Nu Back Cross Support (1.4Ay he et 1; to Ni Right Bracket 06 Gaucle) ' d 14 Self-Miling 5iri;vly 1,/C Unit Bettors Edger • Hurricane Strap } (T'AYical' I in front) Front Cross Support (May be cut to W) Left Bracket (16 uauge) N 14 Self-Drillng 5ctevrs Thru BraLkeu IS All'' k r,o;c, St.'poort Into AIC Unit Bottom Sine (Typical. 3 each'Sid'. (Of hutirl(Jnr n ,, , I!... a.n sxrkw nc pr,waL'II vdir c:11 Hut74ust .ilit Braic. tlypuac rcd Ra.cA 4.al nr.sv/ng al cable, open repress la l-110 sAl fat iota apply Gam DM Ydto MmLi user A1aaltra, 2020 Smart Vent Products, Inc. category: I3tm dial Camparenn lAltiCaegory; Pra4alc Hrolllce ; .... Resit it of New Taonndagy Compliance Method: Evslumr Report Prom r nondi Registered At"atea a a LKari F1or0a fLAG622,1w IN-, Professional Enyleer ! BfA.R prodeet Mo,1N..Nnfmb.r a Na4sr j 1 3roe n Vcnl Model M1540. 5 1 C S,am/m1 Model I11540.s11 n e_ Vwnl MMPl el5ln.5?n 4 51. 1 V.1I Model #154@L2t 5 Sale Wm, Model 91540-524 0 aaenven Mader Nt 540.570 7 Sall riven, Model 0, 540.574 Florida Department of Business & Professional Regulation Pag. i of I Building Codes and Standards 13n 61207+ Product Approval Application Detail LII: I MAIN grit 20 Dam Pk -A W Me Sofa EDaiotatAt YNIOMed a Yt amaua fjQa01MX& Econang $illy! Mi.dr.el Gnhw Hemles F Norero P.E. Lake So~ P.E. 1 VI &2020 ! Nn ,.','r;:`0 12081 Approved (877)441.636e PE'31-7c 17341'M lead InfoQglreduernt, com product orientation Dial Function Flood and variation Vent Dual Furd.w Floor! and Venhlellw Vert Intulelwd Fk,,,,, Vwnl Insulated Flood Vent l6aara Garage Dow Flood Vent Wwd W.11 Or•,yu ladorm F'M'il 14.5squd: Gangs Dca F OW Venl Quality Asourrines, Anoroaed for the Aulaonidla UKa 1!M plasm congrad Expiration pats. In W4NZ SAftite.in aeetaent Pressor 12(310023 Yes Yes WA x100e 100 12/311/1 Y.. Yes WA ♦100'Lloo IZntnn•71 Y_V., N1A fImL1m 1 ^11'/,"7_! Yes Yea ^'A .1CxJt-100 1215120;3 Yes Yes WA WA 12W2023 Yas Yon WA .100/-100 12WOD23 Yes roe WA NIA Florida Department of Business & Professional Regulation Page: of 4 Building Codes and Standards 125=22 Product Approval Application Detail I ftWA lao Tvoe VYervion Manufacturer Manufactu Contact Elmineer a License Validated av "aft. suemalaed A,Qp Aoorooved Status err•: sire 2C20 ThernY-Tru Corporation Steve .amser'.cn Lyndon F Schmidt. P. E Ryan J. Kmg. r' F a4+1512021 12J31120M 04A7/2021 FIAIL"02021 Approved Category: Lxtowr Doors (Sli 843 ,71,T PE-43405 (813) 767-6555 SubOatagory -der,or filer Assemhlies slasperaonplrrulnatlueal Compliance Method I • -ly- Report Isom a n1 I ,�. all.. Rau ev:.r r-: Airl In' a a . ,, rr•.<' lo, xla P,aesso:41 Engmecr FLa204110M Products Qua1riV Assurance AbprovW fa Use ADDrg110d for Use Impact Design 211111.1 Prod ual MIadN. Number or Name Product fJOKfI0tiOn Contract - wiration Dare In HVHZ outside HVHZ Resistant Pressure 1 a. Tnerma Tru fibcpClesarc and Srmu^• Star Nome1a163M39,6 &yuut.rrq>ur48:prot Jtwique I213V2022 it. Yes Yes Fug CompoNte Edge Fiberglass Single Door Iing•viing/OulaWng; X configuration) 2 b. Thermo-Tru Fibot Fiber -Classic and Smooth -Star t4ominal 69#3114quot;lrtpad8quot', Opaque 12nV2022 No •a Yes NIA C on I-ie Edge Fiberglass Single Door wth 5delne(s; gnsWinglOUtswinp; XO, OX or OXO wnfc,:,r,rl+unsj c: Iii-iw Tru Fluor -Class a?d Smocm-$tar Nortlina: 6.4d7988quot;lmpact&pogo, Opaque 12Y31 �'U22 tkI Yes Yes WA Gov+pusile Fdge Fiberglass Double Door with or v4aratd Sa101uas Ilnsrz01()utsYnrl(1. XX or OXXO oonrguralronel 4 d, Thermo-Ttu Faber-Ork"c am.l .tin, fro-SIAI Nanktal 8&M39,08gaa,l•!nuc1Arylart JpaquP 12/31/2DZ2 th, Yes Yes rVA Composite Edge Flberqut4g Sogie Ow anewingtOWWing; X wnligurati o; P Trenra.Tru Fiber Classic and Savo:•' -Stall Nominal 85p9e,0&quot;Impac1&Quc1. 0! aq.ur 12131 M22 No Yes yes I4rA Composite Edge Fiberglass Single Door v,, n �,tnnw(a) Onswng/Qfisu4ng; XO. OX nr Cx0 cortguraticri 8 1 Theme-Tru Fiber-Clesac and Smooth -Star Nola -I dasti 43goot,l nlpect&quot, Opaque 1,/3' <'022 No Yr, Yes WA Comroute Edge Fiberglass Double Door With or w4Lhout aKlNtla611rnslwnp/Out41wrg. XX orOXXO oonllpuraigns) 9 Thermo Tv Fber-Clagsr and S-At, Sta' NomI1W16110079,8 9.n cal '•wart&qua• Glazed 12/3112022 NO Yes 'ace NIA Composite Edge Fiberglass Single :1cor (InsvArgrpu iswing, X corlhgu eranl; 3 h Therma-Tru Fiber -Classic a?d S',o lh SA- Nominal 8&M3D,8 &qucl npal,199-t. Glazed 12/31/2022 14. Yes Y.. WA Composite Edge Fiberglass Single Uco.w!h 9Welite(s) (Ir,awnglAD tswdng; XO, OX cal 'W. ax,lguratons) 9 1. Therma-True Fiber-Crassic and Smooth -Saar Nominal 68N39,8 illquotlmpact&quot', Glazed 12/3172022 No Yrs Yes WA Cornr,Pa,t. Edge Fiberglass Double Door YMh or awdnout Sldelll0s (Irss,,inglOutwAng. XX or OX(O configurations) 'C i. Therre-Tru Fiber -Classic arlo Sr loth11 or Nominal 8&#39,C 8uuot kill-I&quot Glazed 12;310,2022 No Yes (as WA Composite Edge Fiberglass Single Door (InavanglOuM4wrg; X configuration) -t k TMrma-Tru Faber-Clxeic and Smoolh.slar Nonni B&M39:0&quot l npecAct LGlil-C 1211 No Yes Yes WA Composite Edge Fiberglass Single Coor w1Tri SMelae(s) (InsvAnglOufavdng; XO, CX cal OXO w Iiguranona) 12 I. Ti,­4 4 1 ru FIb.,Ctasoc and Sar+ooel-Sbr Nominal 8801 &quotlnpeetaquor Glazed 12/3'/2022 NO Yes Yes WA Conpici Edge Fiberglass Double Door loan or wrthout Sldeldes r,lr>earglOutirmng' XX o OXXO eddfpualaers) 13 an Tharma-Tru Fiber -Classic and Sm,O St., Nornnal 6&a39:8 &quct Glazed Malded 12131 /2C22 No Yes yes WA Open Composite Edge F,be'glasa S'ngle Door II c r:; ' 14 Inmlass Thee-Tru Fit ew-Cic and Smooth -Su' g ILquot. I"paet8qu0f, Glued Molded Nominal S&#39:8 mpai 1201 12022 No Yes as WA Open Composi Edge Fite "glass S ,gle Door atm Glared bolded Open S.deln H.J Itm.w•InWC.tsaing. XO, ox of Ox0 oadgurat'_.) 15 o. Theme-Tru Fiba•Cbuic and S^r cclb Sta" Nominal 6&#V.8 &quiet ngtactdquot. Glazed Molded 17/31/2r.X' NO Yes Ye' WA Open Composite Edge Fiblealass Oouble Door with or without Glazed Molded Open Sidelites 0nswinglC,utswtng, XX or OXXO c'anfiguradlons) 0 p T11er,re-T:u Floer-Claasc and S+nootr-Star Nominal 6801V8 &,)-t I mpac Wlwt. Opaque 12131002) No Yoe Yes WA Composite Edge f1-91 s Single Door Iwth Molded Open SideFlels) (I narvnga(lulvanrg. XO, OX or OXO con6gu.nsl q Therma-Tru Fiber-Ctassca•+d!,,rooter-Star Nominal 6&0398&quot In+pacAquot Opaque 1;'4n,l: i-' No Yes Yes WA Composite Edge s �.bnrgtam Di, Door with or without Glazed ILded O)mr Sidelo- (InsvlsnglOutewing; XX or O)(XO ccrfoor.diona) pLHS3]&Mi Gans "' aaa Yaslou rrsaaacuaaf Rewslon 2020 MI V-dows and L'oa, caled": Este"or Coon Subcategory: SIWny Ear. Aaaembies conglloace MfgWt Evaluella Repo" from a monde Registered Arc ilecl ar a Irr•nvr7 Flcli FL41S332-Ir6 Pioducla Pra.a.lm sir Engineer alaa $ode;( Model Nsndw or Nam. 1 $FRIES 420 AL umitauto SGC 2 SERIES 420 ALUPAINIIIA'•(:C ^_ OCnI[O420ALUMN4UM000 rlcmroRe[a 4 i': 4X0111111 SGD REINF0,10-11 5 SERIES420ALUMINLIMS(4. REINFORCED Florida Department of Business & Professional Regulation Par 1 ra j Building Codes and Standards IM2021 Product Approval Appllcation Detail - Wlb or DAE I ,t Da. Pondno 202 Col1L1CA BodoweAul1m9a MaaOaraa9l xAlldNaa A-ti Far AaatalaU A.,n,nwd A141us P4."i `annlge' Luis RobenO Lamas r7aven.M Unch. IPE 10r06111;:6� „7?1Ar.;,20 10/192020 :/':,'?GX) Approved '•713u-"300 PE-62514 't7i7'78454 Oaei•g.'Nl"'ro f =ion product Demloom SERIES 420 ALUMNwM�W :'••� Qu4111v Assurance eoara:l Ea.rtlon Dale 1N3''2')24 Amraifa Use InHVW No $gerund la Use o tltlle.Il i 10 wima Resistant No gzalM, gstsM[! WA 145.3/48quotxa08quc1 N0'I.R(IUWRCF7 SERIES 420 ALUMINUM SGO COX. Xi,, XX 12/312n24 No Yes No WA 1,6344a X808qud, NON -REINFORCED pf all L'0420 ALUYINVM aOD R[YtCORG[D <i *:: - 12/a12024 '1,. Y.. US „'4dqup1 r988qua' SERIES 420 AI..',JM114UM SG4)RE NfORCEDOX, 140 Yes No ILA XO XX 98lub.ot wAglrM. SERIES 420 ALUMINUM SGO RE Nf'ON 1, I, J XXX 12Y3100.4 No Y., No WA 14 t8qua 69abqud; 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 1. EXTERIOR DOORS FExp.Date 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 inst sht) 12/31/2025 2. WINDOWS FL17499.2 +60.0/-60.0 psf 10/8/2023 A. SINGLE HUNG MI Windows and Doors Series 185 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 isee 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 o 6 Wt V �/\ __'_ virtual Review Assist• Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr pX2300 thin l tits64 ha! lfasfoD ritDla ighm Re'Ilsiun 2020 Curves Du1Pon otAADG, Inc. Catasay Exi"I.r rkwrs ellbca.gory; E:ata..ar ,I�r::msuanerrs Campllancs M44hod. I:emlcallon Mark a Ll.lnp FL&IISS74U RaA,a. a" JOBS 11 007. 707.727 747. 757. 777. and 047 Single and Psis of Door Florida Department of Business & Professional Regulation a.W I M I Building Codes and Standards 14=1 Product Approval Application Detail colt ON 1?Y!iffi1yDp phi! smalMd eDalaux.aL"m Vauded.el w tom &&maw iBC Anamltel A22amw atm Tam Real UL LLC Pay &A do, P.E 12110/2D20 12JOlIM20 IWIM. 2G AinxaueJ (a411 4M-2813 (954) 947-0080 n� rn.y�.s.u:10r r. v Amrated for wa Aram,, dde Use Waal ROM product Dafulnaon SLM In WONZ tttalatWt Pressure flush. Glaze, ad Louvarsd single and pain d 12012025 Yes Yes Yes NIA h011mr metal doors Florida Department of Business & Professional Regulation peed are Building Codes and Standards IAr2021 Product Approval Application Detail flelilrlaB Code Enlds o, coo Dare Dale PWN*m aste law YIL*w umldi6um Lmdan iDWDir6ligmu Yet YAad" alggil d rocemnsatt MOM Am" Rewtlon 202, MI Msndews and C1ers Orem $RbVer American Arehledural Sevin M una� PE 1 Ill?2020 11117R020 1127/2020 Approved Coegory: mr di (717) 36s•331x1 M9nuleauras Assoluel m (717) 3'7.A454 aWCM.aory Ski Hung b.saHre QQ WO Dom Compliance M.Ihud'. ('nnac.l cal Mark a Deng Qurl,rAnaace siatrovsd for Use Aparovedfa Uss Impact Domain fti ReAra Mode. Number or illam. Product,psocillullo contract EmkgMn Dess p,yVHZ gLdsklo.We goattmnt B IQ 2 185 SH SZ ;/ %,,,Flange frame IG19G Single Hung 10/082023 NO Yea Ne -S&SO Laminated Glass fLMA1S'14W hall Must- Rewelen 2020 MI iMirdows end pars Cullom: windows a.bCM.pory: Morizml.l Aldan compliance Method: Cera cWm Meric or Listing P1.419111-Ile Rwuaa agora E(yl�al Md.l. Numbs a Nan. 1 HS 106 Fln andFWpe Frame Florida Department of Business 8 Professional Regulation Building Codes and Standards Product Approval Application Detail Eraft. all cant. I ErYln.a a Leers.. M.ldtlad M &en! Swinger AmMan Afddteounl Steven M. Union, PE r717: 365-3300 Marlufaoturas Assaoation (717)3174454 banmgcrlitm-doom P.O. 1 .11 14KW2, lag YYflttd 20 Dot. Poi ALON Ml nsemrarr grit mama moue 10,0ar2020 1GA012020 10/192020 Approa.d 9u0lth AseY airte AowowdPa Uw Auaav►d lorUw Impact gesluu Product DsgCflNlon Contractlsdrttal Ota lg!IOf11Z aeslelim Pleasure ,3s6: In Wloled CAM% 02/162024 HG 'fem No .SSJ!5 Florida Departrnent of Business & Professional Regulation Pass 1 d2 Building Codes and Standards IA202t Product Approval Application Detail Sr90 Entla w Re no Dag pandered grit hJM vrllon Y'mieE9DY Sri LI.4m vamar.d fir Validated 2009 FaC A=f&M ADWO Rarotion 2020 MI lit"0w/ and Dolls &ant Saknger America,Nchneclurl Stern M. Urch PE 11122W20 1 iRM020 1202020 Apposed called". visors- ,717)365.3310 Mamlter.+urma Assa-linen (?1')317.6014 &6Calegery: Filled ,In r.g.,tMnll'wd Carl COmplar%.Mretsd CMIRCOM N%M a USII F Le1534&•R74 Reduces g Aa»aradfor Use Acarmili g,-yu tmm gsslm eta! Ro law n MOM, "um"' a norm. II In f11'71t Outside HVHZ 92wg t 1 105 PW 73 a 12 nishi Glass Ou032023 No Yn No -M40 Florida Deperhrient of Business & Professional Regulation P.w I ar, Building Codes and Standards rs+m7t Product Approval Application DFAAll CLtllSlii:ai &29E E009 9[ ,, 20 grit gritma9a 1mg h21 Vent" smufa iKK Gaol.gt ea,Inaer. Lr..ne. valagAd sir submw 1AGA0QtM* AOMa Md Abide Re- 2020 MI vdndoe's end Dare Ri en, S4,.Ip.1 Lws R lands PF Steve- M Ul im FF 10A6/2020 1aQ62020 10/192020 12MUM20 Approved Calegery; Wood" f717; 345-330n P`Aa 514 r717, 3•. 7.4 /!A suMan bCO.W,V. e baninper(3^ n, w ] :am an cpeen.. Maaad: Ev.luadan Report 1mm Florida Registered Architect or a Licensed Flonda FLNJM3 34511srduae P'.leaaleaw Engines $son Roduc/Yd.L Numhsr a NY Quad,,Aewax. product Dascrlaion I'D,* ieHVNZ dm2na filudim 029M pre.sure c 5781 Ven'Ied Aluminum Mur.�exr 1'✓312014 No Yes Yes WA Florida Department of Business & Professional Repletion Page I a I Building Codes and Standards IM2071 Product Approval Application Detail FL.1]te24et _ Q t CDtmLN rills as Data header gait lyag ymlgp Mm.dxlura GamAgi 2-1, . Uri- VWMroa av yAOMgd ; fgAROWN 1 ,9121 '(alit Rernton Yll lamas Hardie Suldng Products. Inc Ch.d Oleres. V Andrew •.. :airs Soulhud F F 1105MI-1 121142020 011OW021 ding F'EC Appal, CA.gory: Panel Wads (909: 541.8359 PE 01682 ;352i 367 2526 irOCta9ory: 94.9 chld.lnrcksraemeihra Complanc. Method: Evaluation Rol from s ..can Florida Registered Architect or a Llomad Floods i:1ri3192.R6 Rduda FYOle.sim.l F'sm er PrnNat Modal Numb.r a Marts aLtdit Awass a Product D.sl r"m contract tlmlrtion Dal. 9imuctu tun uw Auaov.d In NVKZ Okod" for usir NvHZ lma Rwaldaa glum 1 Cemplaok Lapsling 0oo'coment lop sldng 12131 r2m Vas Yes NIA NIA 2 H.rd.Plmk Lap Sldmg 8te,olemena lop skin g 1213, r2023 vas Yes WA NIA Florida Department of Business & Professional Regulation P.a2 et2 Building Codes and Standards Mail ►rfNWct Appfuval Appllcatiun Detail ftAVGM All, Gtdt �nlar aC gnu gal! Bm yptypn Mardlactut a rdaw endnaa A manse MOM a yamarea ➢Ibmlatd FOG Approval Appra"d tam R.v.swn 2020 ANide Nkk Tbarpson Lyndon F,. Schmidt, P, E. Ryan J. King, RE 02/154 T1 l 02M72021 02222021 04n Y21 21 Aeryvwad Category: Panel Was (330)922-2389 PE-43409 (913)767.6565 suaCatepal: Same nthompsonga)side, wren Compliance Method Evaluation Repo, n'uni a Forldi Registered A/Nllect or a Licenwd Flcvlal,v FL#15272-R5 RoGucla mad 17,gl er atatproduct ypallb(dy ranee DescridonGrin ata"t Aaarn,,s l fa Use Aaaared m!l1R1Z Outside to UM We 1p,pygt Resistant geMm anion . 8qud,2Taqud; So6l Vent a Sold Wryer spite 1213t2023 rin Yes No WA 2 t al,,X &N rice T48qud; SOOR Vent a Said Vny Say 12/310023 No Yes No WA 6cua,Cwee I Malso ee.d"W39; $ofl1; Vent or Solid Wry: Soffit 121312C23 W Yes ere WA 4 c 6qua,058eeia: Seem Venl a Sold WY Sotfit 12/312623 No 1'. h. VA ' tl 6qu01 Ch" O.kbqua; Soffit Vent or Scod'Myi Sole 1213MG23 No yes No WA C &cuct.super Spanaquir, So" Veal or Solid W1y' 801111 12`312023 No Y n No TA Florida Department of Business & Professional Regulation Paw I V 2 Building Codes and Standards xW2 Product Approval Application Detail Slide tYttty ix go Otte Okaamaoa glut lase Vanilla,maDNllclaLu cordend raalorcA 1lceor r.141Ma6hL Ilalmalad iabmr raGAMMMM A-ci arm Review 202D GAF Michael Seen Rebell Ill -km Jinn W Are-!' PF 091M1 020 09212020 10/022020 12/19:'0.2.1 Ao;u,-A Category: Nearing (800) 766-3411 PE-MI66 '.954, 7721224 Y6Ct.Lary: Asphea StwlpcI msushQyN.eem Cooyaaxe, M4esed: EiratuaUon Report Ran a Flonda Registered Architect ors Liosnaed Florida R.Nal244t7t p,clnr,on.l Enpnwr ftmWtte oleo Roauet M 1.l Number or ka aa,,.sawanu h, Description deg Amro,,ed Z Ill KV fa uw Outside K02 ImWfa Qt11Wot DardIaD ttessuct 1 GAF Asf9'aU Re" Shln9!es Fibo ol- ra!ntaced 3-led laminated, Sleh and 12/182022 No Y.' VIA N/A hpnlige eepn.11 shingles -a--d N N .� > U O C= CU . C U 4-,� =! CM eIVI O -2O 0 5-C W Q Q CU Q L s� C_ CU o CIO 4- F -a.CCn E Z Z W J Cin L a� z CIO CU > CL 0 CL < L j O N CIO U m 0 Clio L w� �c Z � J z a J d SHEET N0. PA 100 • N , to Florida Department of Business & Professional Regulation Pop I of I Florida Department of Business & Professional Regulation Pa4e I ,r, Florida Department of Business & Professional Regulation wPe 1 M1 Florida Department of Business & Professional Regulation n,g.1 err ' � (, Building Codes and Standards aBr.o<I Building Code) and Standards a= " Building Codes and Standards 1.'ilt,X I Building Codes and Standards tna2t � 2 Product Approval Application D4kaII Product Approval Application Detail Product Approval Application Detail ruapprova Application DOWN C O � 0—O 116- t sale 1t¢ yurtaeeaer ICU-0 � SSSIe CMNY$ thrall R& D;Ao Nodim 040, 991e Entily or Mnairy+.e., a 1kense, Validated II111 Daly PwnFng FBC A 2ki ced. Hyi ty ur, Fn.en... x I ram..,.. Date D.11, 090 pr'Rdra Date 4.iA_ f�., ! i..�..,,..n raft 'i[dity Is 20 ItIlill ade.powbo 20 drwyr, a License b = � ��e (D /� �� (D Ririe Version Manuraenaer ('goad 6idneer a Lketwa VaM1YW ay Yid SubMWad FBC Aoorova �olesd Stains MW V.rshnn M—,f d.e, ar Tony Zachary Rw.st PE VoIldil ag11{l� --I A.—ved Star-, Meat Worsen ReNvbn 20.0 mmtdacWUL Rdee.... >.fartAol �. l.tn. Il A4"r.r•r k. ..y. -- _ —1 �nr-�. J01u. 1. I.1 r.,i.:ti aka Apprweo jypj �a Muueactunr Atlpinr Correctvalidated v,validated( ll Anneal �,,fie �yl Stuart Lewis ICC Evaluation SdMca, LLC VJrYem MIll PE 1105-.«0 � Re'yhdon 2020 7AMKO aulldahp Products LLC Ic.nie„y+, R,l111Fil,•nnn"ll ,IannW Yexel4.h. PE 10A14,2070 08/29V2020 tore «F'020 1211512020 Approved RevMlon 2020 L.V. Tnomp{on.ln.. me Thanpsan A7cNlirr..Nral Melah :..npanylTA)AC(1} Chrirbrhen R. Steven M. Ukfi, 811,:03456 PE-14021 09/17r2020 09v1 dr20t0 06,^..u2020 1271Sr2020 Aplx'uo+ed GKpel ,.lu.. ,, I. t ,1r,arA .M'n --:'wt l,,: ••., .r..,R420 PevLon «C2(, smart, 1pf31S0.3 .... .0 m.r2020 nt,yw wnd f321)710-1277 t917 /� t�/ 1 ol Caeaay: R.Ong subcategory: uncimayinonis 1417)824-6644 PE-5st6e (0'111+.: ::rr certi edenalsmtro.c.n Category. RonMig SWCeteghl Rx'mq Ae lunima that are an r717)317-8454 I li,LE go^•elar000n g wm Category: Srulli� SrbCaf.Ill St—Fanely �^5n• 44, �.. Iin nrnnvcw,lglxM1'nt r.,,, Caeegoy.itlt:lutea<'--wins dubCsregwy: U—nlel.s Cir"Itallce M.Moa: Eveluetlor. 9ep.1 e.n v 140116AI sle.rs®a.lRnwtw.e.n U ComMlanee Mehod: E-.W,.Ii. ftepm been a �naery IH,t Mto Rala^,g tDYwem Cwry -the KS Method Ev111u at on Report from e m Rodl Ewluabon Enbly O O •O Florida Registered NO t.cl ar a l Can ne d 111,44 Cwery.11 aMatlud PVW�aIM1m aowne .tree f gslered A:�nisrl. a L urdlsed Floods L L� n' prde941onal EngnNr Ir I to RtgislcraJ A .. ilttt . e Licen{e0 Fltxida Licess 'T+4n rl En yn.e, fLdf 8BBd7 RoduM � EUM232MO Roduda rrdcszlma, E^,ynoe rLe15111"d Pradrpts QuelittlAssorlce Apanived for Use, Acerisodfor Use i ti� C O Quality Assurance Aperavedfortin Aomased1w use Imwd Dal EUMSB1PR3 Roduds Model Nu auaYl7v Aeeuanca Emymlwl tole AuoroveC [ul Use Aaaroyed for Use tral gam] At" 1 RatLet Mader. Nuror at Hams ITN' BCWAlpne Higher SLangth 8amp; 81 $, � m,N� ,HW Z � Mew Camel Plate 121d12024 Yes Yes N/A NIA �a'� = CU "t�F � S3� IDu"a i lure Qualilly Assurance, Aporowdfor Use 6ggVjadfmute MAW AugPill lone or Noma RoAr.l Cor—li I c-ttlen -nn yy�, gy�,j�, Jtt� J� 2 IH ITWBCGrAIRneHin Plate pe MaulC"ectorRate 12r31=4 Yes Yes NIA N/A �� 0 \,1y > I 1'AMan Rrttrt �.lnrY,leymMle IIaVN71 Rpo/undeMymentc i. ace in FBC HVH2 eN29?023 Vet No NM NIA dn.a co corn F-hetlen Date in.WAIR Owsdde HOC B $ffi9 , t 2D GeOc GatvNr.M Sleet St.m P.nalsfHWli,7 gal.d t: I .'ran r.laina.l I n1R'32.7 Y nx Yes Yes WA Caruso[. Beta fT1312024 Yes Yes, NIA NIA O IIa1s01c&en{.vnrr 1 TAMCO FNt Top f a Vant Kith BaMe 'or TN 26 {dark ra0r v4nIllA'y vdn oa1Re 091U912026 Yes Yes WA WA try nurw Y IxtN 1, 1 u. 3 Il N'BCksfAlprre Trulor 4kW -� O - TAMKCI Roa31.Nrdena ymenro lNON•HVHZ! Roar far use in FBC nm4iWH2 0&2BIi023 No Yes WA WA 2 k Viont 'TANGO Gooseneck Vent go - 26 Da- O6t0912028 No Yes WA +0/-.525 2 24 GBBe fielven¢M a,leal ;irrm V9neIsIP, HVH: II/ 1 dC. Ir :'I n r: r rmlumo.l "�,:�.1I �; I'7J I,U Yes YN MA 4 I1 N' H;:G/Mlara W.ve lit l Corned. Rate 12131=4 Y- Yes NIA NIA fi^e'' � Ivl.dlytlons. 3 1AMCC do-RMge ROaI Witt w'nn Be1M :G qa SIaII,c r egra a0f'uemlut:x with m1 sid.m. qR"g9=6 'res Yes WA WA r , :. Ly h w.Nan.,,Y '^ v' W L� }F /\ 7�L 4 TAMCO Round Top Ora -Ridge, Vera rdh Sell I, T.e 2&go n1.11-.1'osl esm bwtpe Yes Yes WA WA CIOS O /CU '4-1 i.i . :.� ) Florida Department Busirxass & Professi'onal Regulation Pao.1 Florida Department of Business & Proteiisinnal RPouianon Florida Department of Business & Professional Regulation Pill 144 of Building Codes and Standards a12 crer pn Building Codes and Standards Building Codes and Standards 1 zsna2z Product Approval Application Detail Product Approval Application Oetall Product Approval Application Detail L4SY. lm1Y.Dr Bub D:da V.eup.n.uvw S1Y! � tl61{y-4L ratty! Bic 090 Partial 2" FLafa6044i7 c9l.de Ed1t).ty.Air Dl =2 DittsPiladiR.g Date �! Vol Menufacturw Conrad Erghw,SlleerMe VaRUYod By Yal�Et; 3ulsidled =Ari,�yt evil Aminiod yorwon ManWadura Contest Enulnaw&1.1yonNyall"od ar validated Submitted FBC Aeoroval bgggygg 17�.e Version Manufacturer Contact Enalnpor& License Vandatdtl BY Valltlalad Submitted FBC Approval Approved R— «02o 1,41A inc Enn Walden ICC E"llill Serge, LLC ICC&al aGlon Swill 01101r2(121 0&1ler"021 un:t:'r^ri ry,prtued Rrwsa' :m:nr svevo're,..s Re,, it. ,.l'cri i- 02N3J2021 APorwed Revision X.20 Cloll Building Products Company IMark'u'Jesterfield Stitt Halneton Ua-y F',Iehler 10fl5r1020 :O/141202A I0/25d2D20 12/15I202D Approved 'Maee•y: amuauA a;arnporh.ra{ .a',:i,r l,++hn r-, Lit.; caul y: Sn„a.lil :_ cmP.a.nta t253'19«4.8476 rfin.).5.t'?-.3.^.nn Cntogory F:tarior Doors Subcategory, :'sn+_tl n al F.-rrtar Door Assembles {5113j-706082 PC 632" (513)SIDesed 'mvY&s1&dield@&paycorn Subcategory: Trust Plates ewelden�mll cm, (205) 599"DO S1bCalorl F1lglneered Lumber Robert Q+y arrmncoln Compliance Method, I 'A11 a' kepi.:. t r "i e Compliani Method E,alu Npr Report arm, a Compeance Ma had: Eveluartlpl Report tram a. Produce I:1M.11ori r:Anry Product E,reluallon EnMy _ Profession. -'g reel, FL121e1."Pfoduds 1`06527-R11 Rotatds FLY15500-R7 Products Quelity Andrei oval 1. use for UN 5Ba &aaeYtd krAnd Doom uuetily Assurou•_a (y'lyllw'rvM la Uv. AnnravW . Use sl 3 D09 lib 78 PAnB-2F153.R3' 84A, e4, 73 75, 1500, 190 '?d,. 'Steel Pan min 25 a. iloul a-C:ar a' v 1 L10-.r11IU1E+ ( 9') � i°� �" h.'.� Yev Yes +28 PSF,r.3D.5 ■eo al Product Model Munpi, a MwM Cw red lxdralwn 11Ltj� OutYt_dy HVH2 Rasletrd tlS/yIYL; Sea M Product MW,L Numb, . N— Ill Datatopon Cwnrad EadrAl- pate. U1 nv"r Qwgde RVHL R."I.,a ems._ , / 3 R :r 4F, 4RSF, SRST, eRSF, 2RST. 48 486, 42, 'iso l �N�9DCOOEW 74 T1r" Garage poor g PSF t Ml&AHS is ga. nigh Wengm muss conned. plate I:v2. r'J:2 ' r:u PI A 18A 1 &9ttdtem LA La, Tin Wed Vane, Lumber 03131✓2023 No Y; y rJ;A ^1 J 4.:', I! y SS, GDGD5SV, GR5S, GR5SV, ARSS. 18 ga. sup. high Wor all lam conned. plot. 1N3'R022 Ili+ wl, t.lA 2 Poollem PSL Pirate 3rwd.umber 03,3V2027 No -Yss NA Mi. AR5SV EDSS-E05SV 3 NNI1d Will16 t60. Ill c.n.rn. pieta 1«ISe/2022 Yes Y. I.�f, W" 7 T.'bir trn'i. gl Laminated Still Lunsyor I '- No Yes N/A NIA 4 S is qn a ph 1Henpth r,wc rn , en'1'.v (1,M,n 12/31 Rp22 Yes Yes NIA WA 4 tl k- Hcaru Structural C'ompaaaa Lumber. OngHad Strand 1]! r"iL'. fin v t+s NA ILA. 61':I'M:':y ", 20 ea rag. slow l muss casneat. Mete Yes Yev NIA WA S YY'uyertraeu.r Rlm Bwrd opt" i1 Pon Bard 011emed ,^,Ir.nn R,wrJ PI- &.in,il 0361 01025 Na Yev WA ra�r 6 TLia. MT18 18 W.Iru{s cannel IJMtet I:'+!�`�"'=.1 e, Yas WA WA 7 TL20. MT20 20 a.. truss connector PW- I "'I"S,. 12 r:2 ua Tres NIA WA 1 A z o ICU o C- Q � Q OCTVRA Virtual Review Assist, Inc. 0 Plans Review completed and approved U for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 "a"'o M °° o � w z z J a SHEET NO. May 27, 2022 PA 111 I Simpson Strong -Tie 2020 FBC Approved Products Updated 12130r2020 For direct Inks to all SST approvals fisted below, CLICK HERE. •M For additional information regarding Florida's Statewide Product Approval System and Miami Dade County Notice of Acceptance (NOA), e_ L iCK HERE FLIM2356-R7 Product Mode. Number or Name Sw# , Protluc[Descdptlon 1 Titen Stainless Steel Concrete 8 Masonry Screw (1'TN-SS) 114" diameter Titan stainless steel masonry screw F1.99589-R6 Goof 1 Product Model. Number or Name SDI O112DBB Product DoacAotion Outdoor Accents Connector Screw 2 SD9112, SD9212, SDI0112, SD10212 Strong -Drive SD Connector Screw 3 SD9112SS, SDO212SS Strong Drive SO Connector SS Screw 4 SDCF22434, SDCF22512" SDCF22614„ SDCF22700, SDCF22858„ SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SOCP225i 2, SDCP22614 SOCP 22'700. SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614 SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112. SDS25134, SDS2520Q SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw SDS25500 SDS25600, SDS25800 8 SDS251128S, SDS2520OSS, SDS25212SS, SDS25300SS. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDW'F2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#1000T-R6 I�gq Product Model. Number or Name Product Description 1 ATR318, ATR1/2, ATR518, ATR314 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUD9.2, ATUD93, ATUD14, ATUD14.2 Aluminum Take -Up Device 3 BP3/8-2, BP1/2, BP1/2-3, BP5/8.2 BP5/8-3, BP3/4, BP3/4-3, BPRTUD3-4 Bearing Plates 4 CNW3/8, CNW1/2, CNW518, CNW314, CNW5/8.1/2, CNW314-618 Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Dev ice CTUD98,CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4 RTUD48. RTUD5, RTUD5, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3W Uplift Rod Run Tiedown System 11 URS4 1/2" Uplilt Rod Run Tiedown System 12 URS5 5/8" Uplift Rod Run Tiedown System 13 URSO 314" Uplift Rod Run Tiedown System FL#10441-R6 $Sit Product Model. Number or Name ProductDascriMlon 1 D71`2 Hold-down 2 HDC1014, HDC10i'22 Hold-down 3 HDQ8, HHDQ11, HHOO14 Holed -down 4 HOU2, HDU4, HDU5. HOU8, HDU11, HOU14 Hukl-duwrr 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAr44 Strap -style purlin anchor 9 PA 18, PA23, PA28, PA35, PA51. PA68 Strap -style purlin anchor 10 PA118, PAI23, PA128, PA135 Strap -style Pullin anchor 11 STHD10, STHD10RJ Strap -style hold-down 12 STHD14, STHDI4RJ Strap -style hold-down IMM Simpson Strong -Tie 2020 FBC Approved Products Updated1830/2020 For direct Inks to all SST approvals listed below !:.1ACK HERE. • For addlional information regarding Flondo's Statewide Product Approval System and MuIamFDade County Nahce of Acceptance (NOA), CLIG,ti )Lf<_fS L, 21 IN LB series hangers Top flange hangers available in width of 1-9/16' anal heights ranging from 5-318" to 15-118". 22 LBAZ series hangers I up flange hangers available In vAdth of 1.9/16' and heights ranging from 9-V16" to 13-1/8", 23 LEG3, LEGS. LEG7 series hangers Top flange hangers available in widths ranging from 3.1/4"to 6- Wfl" and heights ranging from 0" to 33.11Z'. 24 MEG5, MEG7 %eras hangers Top Range hangers available in widths ranging from 5-1/4" to 6. 718" and heights ranging from 9" to 32-117' 26 M17 o. ee In­gcra Top flange hongcra moroble ir• vwdtho ranging from 1 OH 6" to 6- 1/6' and heights ranging from 9.114' to 24" 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 3-3M'to 7-1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- 1/8" and heights ranging 9-114" to 32" FI_iN 098g-R11 aait" Product Model. Number or Name 1 ABA44, ABA44R" ABA48, ABA46R, ABA66. ABA66R 2 ABU44 ASU44R, ABU46, ABU46R, ABU5 5, A.BIJ543. ABU65, ABU66, ABU66R, ABU88, ABU88R ABU1010, ABU1010R, ABU1212, ASU1212k 3 ABW44Z ABW44RZ, ABW46Z, ABW46RZ, ABW86Z, ABW66RZ, ABWT7, 4 AC4. AC4R, ACE4, AC6, ACSR, ACE6 5 BC4, BC46. BC4R, BC6, BCBR, BC8, BCS2.214, BCS2.316 6 CB44, CB46, CB48, CB66 C868 7 CBSQ44-SDS,C8SQ46-SDS2, CBS066-SDS2, CBSQMSDS2, CBSQ88-SDS2 8 CC, ECC, ECCLI Series 9 CCQSDS2.5. ECCQ-SDS2 5 Series 10 CPT44Z, CPT68Z, CPT88Z 11 EPB44A, EPB44, EP946, EPBW 12 EPS4Z 13 LC844,LCB86 14 LPC4Z,LPC6Z 15 MPB44Z, MPB66Z, MPB88Z 16 PB44, PB44R, PB46, PBW, PB66R 17 PBS44A, PBS46, PBS66 18 PBV6, PBV10 19 PC44-16, PC46-16, P048.16, PC64-16, PC66-16. EPC44-16, EPC48-16, EPC48.16, EPC64-16, EPC66.1e 20 PC4Z, PC4RZ, PCOZ, PC6RZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ: EPC6Z, EPCBRZ, EPC8Z, EPC8RZ 21 PP544.4Z, PP844-OZ 22 RPBZ fL#t0866-R5 Sea # Product Model. Number or Name 1 FJA FSA 2 FRFP 3 CH46. 6. CH48$, 31-14a-8, CH4r3-a, 014410 6, CH410 8, CH66.6, CH86-8. C1488.6, OH6a- 8, GH810-6, GH610.8 4 GL65A, GLB56 GLB5C, GLBSD, GLB7A, GL67B, GLB7C, GL87D 5 GLBT512. GBLT612 GLBT'516, GBLT616, GLSTSZQ GBLTS20 6 HGLBA,HGLBB HGLBC HGLSD 7 HGT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Poi Base Adjustable Post Base Adjustable Post Base Post cap Post Cap Embedded Column Base Embedded Column Base Boned column caps with W1 ranging from 3.1/4" to 9-1/2' and W2 ranging born 3-'5M" to 7-11Z' Screwed column caps with W1 ranging from 3.114" to 9-1f2" and W2 ranging from 3-5/8' to 7-117' 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 Ca p FNmL Beau Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For direct Inks to all SST approvals listed below, ee(,-r,CK f a1 r. r F i n For addkYonal Information regarding londa's Statewide Product Ar4'roval System and Miami -Dade County Notice of Acceptance (NOR), ,..I..If..d, o- ' r'�"�" FL#10446-R6 22" Product Model. Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 3 AP844. APB44R. APVB%, APB66R APB86. AP688R, .APB1010. APB1010R, APVB44, Outdoor Accents Post Bases APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB1010R 4 APDJT24, APDJT2R-4, APDJT2.6, APDJT2R-6, APVDJT24, APVDJT2R-4, APVDJT.^ 6 Outdoor Accents Uer;k,JoAt Tres APVDJT2R.6 5 APHH46, APHH46R, APH14610, APHH01 OR Outdoor Accents Heavy Hanger 6 API-4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and 11 Learn ta.Culurnn Ties 7 APLH24, APLH24R, .APLH26, APLH26R. APLH210, APLH210R Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z. CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJr5Z, CJT6Z Concealed JC10'Tw'; 11 DJT14 Dark Joist Tie 12 DS UI y Wall Stop 13 F04, FC6 Framing Clips 14 FWANZ Foundation Wall Angles is GA1, GA2 Gusset Angles 16 H2A, H2 5T H6, H10A 2, H10S. H14. HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH8 Header Hangers 19 KBS1Z Knee -Brace Stabilver 20 1_30, L60, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LSW, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26L'Z, LSSJ26RZ, LSS.1'28tZ, LSSJZ8RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210.21 LSSR410 Field Adjustable Skrpeable/Skewaole Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139 MMLUI311 Face Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC HTC4 Truss Clips 35 TJG37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 Sea O Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3, DS'CSR-SDS3, DSC5L-SDS3 3 GBC 4 HCP1 61, HCP2. HCP4 5 HHRC'::i-2, HHRC42 HlIRC42.2 HHRC4ll 81, HHRC44, HHRC52513 25 HHRC53713 12, HHRr.AA 6 HRC1,81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU26, LSSU26, LSSU210 9 TBE4,TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA218. THA218 2 THA222-2. THA413, THA418, THAC418, THA422, THAC4221 THA426, THA422-2. THA426.2 12 THAI11.81122, THAl2,06122, THAI2 1/22, THA1222, THA1322, THAI3522, THA14'."' 13 THAL422.THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA,35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 121301zo20 - .,�,. r 'itY1i�11iwM; For direct links to all SST approvals listed below. ;__ 1..'-: For additional Information regardnq F'Iw�da r "Stmcw,dr Product Approval Splam and Mstrrl-Oads County Notice of Acceptance tN CAI FLI1,10456-R5 Sea # Product Model. Number or Name Product Description 1 ST, BTB, BTH Brick Ties 2 CMST12 CMST14 CM 31`C16 Coiled SIraps i CS14 (,-tilt; v:;,7f+. CS20 G322 C:aikd Straps 4 SHP18 :'SHP20 C:ealed Straps 5 CTS216 Compressionfrension Strap 6 OSP, SSP, TSP Stud to Plato Rio 7 H1, H1OA H2-5A, H3 H6. H7Z H16, ll1i; 5 H 1 t 2 H16-2: Hurricane Ties 8 HGT 2, HG1.3, HG1.4 Heavy ruder I edown 9 HS24 Hurricane Tie 10 HSS2-SDS1,5, HSS'' 2-SDS' HSS."'-3 SDS3, FI s 4 ;Dc...i. Heavy Stud Shoe 11 HST2. HST3 HST5, HST6 Straight Straps HT S1 h, HTS20 i-iT ti.24, HTS28. HTS30, HTS30C. Heavy Twist Strap 13 HT1_,QI6KTZ, HTSrj_10KTZ Heavy Tv4st Strap 14 L("TA Light Floor Tie Anchor 15 1_STAa, 1-STA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 L$T149, LST173 Straight Straps 17 LT820, LTB40 Bridging 18 LTS12, LTS16 LTS15 LTS20 Light Twist Stiap ;i tv1, T Medium Gtrder Tiedown 20 MST27, MST-37, MST48„ MST60, MST72 Straight Straps 21 MSTA9, MSTA12„ MSTA15. MSTA18, MSTA21, MSTA24 MSTA30. MSTA36, MSTA49 Straight Straps 22 MSTC28 MSTC40 IASTC52 MSTC66, MSTC78 Straight Straps 23 MS C48B3, MSTCr36B3 Prw-Bent Straps 24 MSTI20, MST136, MST148, MSTI60, MSTI72 Straight Straps 25 MTS12, MTS16, MTS18, MTS20, MTS24C. MTS30, MTS30C Medlum Twist Strap 26 NCA200.12, NCA202.12. IIC:A26-16, NCA200-16, NCA202-16 Bridging 27 RCW812, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1. 'SP2, SP4, SP6, SP8 Stud Plate Tee 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3. SS4 5 Stud Shoe 3:: ST9, ST 12, S'T18, S-122, ST292, ST2122. ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 34 T820, T827, TB30„ T836, T842, TB48, T654, TB56, TB60 Tension Bridging 35 TWB10, TWB12, TW814 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB106, WB106C, W8126, WB126C, WB143C Wall Bracing 911173FITIMP PP.. Product Description 1 CBH2 37x.:, S CBH2 37a7 83, C,BH2 374 75 Adjustable Hip -End Connector 2 DU, DHU, 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, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.0OSDS 4 HGUS eeriee hangare Flip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7.00-SDS, HHGU7 25SDS, Light Slopeabla/Skewable, U Hanger HHGU9 00-SDS Truss Bearing Enhancer 6 HHUS26-2, 1-11-10528-2, HHUS210.2. HHUS46 HHoS48 HHUS410 HHUS5.50110, Truss Clip HHUS37 25110 Adjustable Truss Hanger 7 HSUR, HSL,A , HSURC. HSrJLC series hangers Adjustable T1uss Hanger Sized for I -Joists Skewed Truss Harder Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26.2, HTU28-2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spaoer-Restraint Vaoabke Pitch Connectors Valley Trliss CIT 10 HUC01.8119-SDS, HUCQ1.81/11-S'DS, HUCO210.2-SOS, HUCQ210 3.SDS. HU(;;cl310 SOS, HUC0410-SDS, HUC0412-SUS, HUCOS.2519_SDS. HUC(Z 25111-SDS, HLIC0610- SDS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For drecl links to all SST approvals listed below, CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and aikaln6Dade County Notice of Acceptance f NOAi, FL#114S8-R5 5-0 Product Model. Number or Name Product Descnotion 1 HHUS2103, HHUS210-4 Jost Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCQ210.2-SDS, HUCO210.3-31)S. H000310-SDS Jkrtst Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02-SDS3. THGQ3-SDS4 5, THGOH2-SDS3, THGQH3-SDS4 S, fHGQH4-SDS6 Joist Hanger 6 TI-r lvvJ 3, rP 1OW3 4, 71 iCW4 3 THCW4-4 Joist Hengcr F1.411473-R6 ,Jgy,g Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL. FG'rRHR Girder Retrofit Anchor 3 H16, H16S, H16-2, H16-2S Hurricane Tie 4 HFTA12, HFTA18, HFTA20, HFTA24, HFTAdn 1=rnihartriwi I r ,, Anchor 5 HETALi?. HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrolid connectors 7 HHETAI6 HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2,5, LGT4-SDS3 Girder Tiedown 9 LTA2 LateralTrnss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss .A^droi 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Mason-y 12 MTSM16, MTSM20, HTSM16, HTSN12D Twist Strap for Masonry FL911496-R5 §&L{ Product Model. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Bolted Holdowns 3 HD3B, HD5B H07B. HD98 Bolted Holdowns 4 id174, HTT5, HTT5-314 Tension Ties 5 LTT19, LTT208, LTTI31 Light Tension Ties FL#13628-R6 ,VW Product Model. Number or Name Product Description 1 58518x24 S8718x24, SB1x30 SB Anrhor Bolts 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB38, SSTBI6L, SST820L, 5S'TB24L, SSTB Anchor Bolts SSTB28L FL#13872-R4 §Igl ,Product Model. Number or Name 1 CMST12, CMST14, CMSTCIB, CS14, CS16, CS18, CS20, GS22 2 HRS6, HRS8 HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MST126, MST136, MRT14,9. MCTIAn, M5ZT172„ C7MST27, S411v 7, S/MCT48 3 HTfS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTAX,, LSTI49, LST173 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 ' n ..1 I_STA ST .. T 1 .. ST"° 5 T 1, 5 LSTA9. LSTA12, LSTA15, LSTA18 LSTA ..4, ..9. S .. ..11 S -2 5 6 LSUSH3.25, SUBH3.25, MSUBH3 25 7 LTPS 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST6224. 879, ST12 ST18 ST22 MSTC28, MSTC40, MSTC52 10 MSTC66, MSTC76. ST6236 11 MTS12, MTS116, MTS18, MTS20, MT ',30 MT'S94(':. WT ;30C 12 S/81.56, S/B1.81, SB2.06, S/B2.37„ SA32.56, SIG2 68, SI83 12, SIR? 5ti `v'B3 e,2 SIB4 06, 518412 SB4 28, SB4.75, S1B5.50 13 SdBA2 12/8. SiBA2-12110. S18A2.12/12, SIBAZ12114, SIBA4 1818 SISA4 18110 SIBA,IAW2, S)BA4.18114 14 SiH1A 15 SiHD8S cJHD8B. S1HD10S, SIH0108, SrHD156, S1id()15B 16 SJHOU4, S/HDU6, S/HDU9, SAHDUI1 17 SrJCT, SIHJCT Product Description Coiled Straps Straps 97 mil (12 ga) Heavy Twist Straps Straps43 18 a mil ( 9 ) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Jost Hangers Product Description Cwicealed hangers Face -mount (DU DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/116" to 34016" and heights ranging from 9.1W to 23.15fl8"- Face-mount hangers Face mount hangwc .v labk+ in -dthe ranging from 1 618" to 7 318" and heights ranging from 5-5/16" m 12-7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 118" to 5-1/8" and heights ranging from 4.3/4" to 15.3/4" Concealed flange version (HSURC, HSULC)'available for all double 2X and 4X models, only acute flange is concealed - Face-rnount hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 1/2" and heights ranging from 2.718" to 19.1/4" Concealed flange version (HUC) av adaV>&a fopall models having width equal to or greater than 2-9116'. Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 121300(r2o s'"! Mmorm" For street links to all SST appiovais listen below, :l iN1, For additional inlormalwn re ardn rlcrida s Stalewide product Approval System and Miami -Dade County Notice of Acceptance NOA . G'I.ICK HERE:,. 18 S/LBV1 56, SILBV1.81, S/LBV2.06, S/LBV2.37, S/LBV2.56, S&BV2.68, SILBV3.12, Top Flange Joist Hangers SILBV3.56, S1LBV3 62, SILBV4.06, SiLBV4 12, S"V4.28, S/LBV4.75, S/LBV5.50 19 S/LTT20, Sr'D772Z, SMTT14, HTT4, HTT5 Holdowns 20 S1MST60, SiMW72 Straps 118 mil (10 go) 21 SP4, SP6 Shad Plate Ties 22 SSP. DSP, TSP Stud Platt, Ties 23 STC,DTC Truss Clip 24 1BD22 Truss Brace Diagonal .-, I JG2✓ Truo: JonBCon,+eytor FILM 3904-R5 2 1 Product Model. Number or Name 1 CCOM3.62-SDSHDG, CCQM4.62-SDSHOG, CCQM5.50-SDSHOG, CCTQM3.62-SDSG, CCTQM4.62-SOSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG, CCCOM4,62-SDSG, CCCQM5 SO-SDSG i FC.rl 01036'7r;,K'T FCC] ON14 8Y1-14T PrC'.I CS'M5 r,0C;.KT. F('r' I nMr)'40i1rl.KT EGCLLQMD4 62G-KT. FCC' LLQML)5 $OG Kl', ECCLRQMD3 62G KT, ECCLRQMD4 62G- KT. ECCLRQMD5.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9,00 4 LGUM26.2, LGUM26.3, LGUM26-4, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210-2, LGUM2103, LGUM210.4„ LGUM46, LGUM48, LGUM410 5 MBHA3.1219 25„ MBHA3 12111,25, MBHA3 5617.25, MBHA3 ,6619.25, MBHA3 515111 25, MBHA3.56/11.88„ MBHA3.56/14, MBHA3.56/16, MBHA3,,58118„ MBHA5.5017.25, MBHA5.50/9 25, MBHA5 50111,25, MSHA5.50/11.88, MBHA5.50/14, MBHA5 SUM, MBHA5.50118 6 '06Hu3 S8f9 25, Pa1BH1.13 SbP 1 25, MBHU3.56/11 88, MBHU3 56114, MBHU3 56/16 vtI1 , !,dJ18 MIIMilli.i,]r/6.ir MBf.11IF 50111 26. Ml}iJ, rC/11 88 MB, h 0114 MBf-li_II5 ".006 MBI1i_i5 :i0/l8 FL#13975-R6 $" # Product Modal, Number or Name I SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SDW22838, SDW22634 SOWC15450 SDWC15600 3 SDWH19300DB SDWH194001)B SDWH1960ODB, SOWHi98001)6 SDWH191000DB 4 SOWH27400G, SDWH276000, STJWH2'800G. SDWH271000G, SDWH271200c.; 5 SOWS16212, SDWS16300, SDWS16312, SDWS116400 6 SDWS19600, SDWS19712, SDWS22400,SDWS22500;SOWS22512, SDWS22800„ SOWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS=1500 7 SOW52230ODB, SOWS2240006, SDWS2250ODB, SDWS228DODB, SDWS22800DB, SDWS221 GOODS 8 SDWS23I2DB8, S0WS22b12DB8 9 SDW927300SS, SDWS2740OSS, SDWS27500SS. SDWS27600SS, SDWS27800SS, SDWS27100OSS. SOWS27120OSS 10 SDWV13400 11 STN22 FL#15363-R3 Sse # Product Model, Number or Name 1 AS 18. AS 18S5„ AS 18S6 2 AS 20HS 3 AS-20 4 ASHP FL#1573044 Sag # Product Model, Number or Name 1 ET -HP GAC, GDP, GOPM-50, GOPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH 3 PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K PINW, PINWP. PINWP-W, PDPAWL, PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA„ PTRHA3, PTRHA4 4 SET-3G Product Description Masonry Pier Caps Macnnry Pu., Can. Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hunger6 PPPsDduct Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong -Drive SDWH TIMBER -HEX HOG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw, (interior Grade) Strong -Drive SDWS TIMBER Screw(Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong Drive SDWV SOLE-TO-RRM Screw Outdoor Accents Ilex -Head Washer Product Descnotion 18 gal Truss Plates 20 go High Strength Truss Plate 20 ga r suss Plate Hinge Plate Connector Product Description Adhesive Anchor to; concrete Gas -actuated fasteners and assemblies Powder -actuated fasteners, threaded studs, and assemblies Adhesive Anchor for concrete EZ= Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For direct Inks to all SST approvals Isted below, CLICK H„r-,R Far addNlanal Information regarding0 Fladda's Statewide roduct Approval System and Mlaml-Dads County Notice of Acceptance INOA1 ('I.1¢'F'. rVL1iL, 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- 9/16' and heights ranging from 4-5116' to I I" Concealed flange version (HUSC) available for models having width equal to or greater than 3.9/16" 12 IUS series hangers Face -mount hangers available in widths ranging from 1.7/6' to 3- 5/8" and heights ranging from 9-114" to 16". 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25SOS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 16 LUC267, LUC21 OZ Face mount hongon: 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16'to 4- 5W and heights ranging from 3" to 10.15/le". 17 MGL13.63SDS, MGU5 25-SDS, MGUS 50 SDS, MGUS.62SDS, MGU7.00-SDS Facemounthangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/16' to 5- 1/8" and heights ranging from 6.15116' c,19-1/Z'. 19 MUS28, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount Clangers available in widths ranging from 1- 9/16'to 3-9/16' and heights ranging from 3-1116" to 13.3/4". Concealed flange version (SURC, SULC) available for all double 2Xand 4X models; only acute flange m concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1.0,116' to 6' and heights ranging from 2-5/8" to 11 -14' F0110067-R6 Sad # Product Modal. Number or Nama Product Descrlptlon 1 BA series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- "" and heights ranging from 7.1/6'to 30". 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/8" and heights ranging from 9.1/4" to 24" 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3. 5/8" and heights ranging from 7-1/4" to 24" 4 DGHF series hangers Top flange hangers available in widths ranging from 1.3/4" to 3- 5/8" and heights ranging from 9-1/4" to 24". 5 EG5, 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 3-518" to 7- 1/4" and heights ranging from 11-114" to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-7/8" and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in vwdms ranging from 3.1 /4" to 7- 1/8" and heights ranging from 11" to 32' 9 HB series hangers Top flange nangers availaule in widths ranging from 1-9/10" to 7- 1/2" and heights ranging from 8" to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 5.1/4" to 8-7/8" and heights ranging from 10.112" to 28' 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 7/8" and heights ranging from 7.1I2" to 32". 12 HCLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14" to 33' 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3. All W -H hi.iohM ranofn0 fmm 1 A" in 2A" 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 3.9116' end heights ranging from 5-3/8" to 13.118". 15 HUTF, HUCTF series hanger: Top flange hangers available in widths ranging from 1-9116" to 5- ItZ' and heights ranging from 3-7/16' to 15" Concealed flange version (HUCTF) available for all models having width equal to or greater than 2.9/16' 16 HWP series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- 1/8" and heights ranging From 5.3/8" to 28". 17 HWPH series hangers Too flange hangers available in widths ranging from 1-9116'to 7- 1/2" and heights ranging from 5318" to 32". 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 5/8" and heights ranging from 9-1/8" to 16'. 19 JB series hangers Top flange hangers available in width of 1.9/16' and heights ranging from 5.316'to 7-1/4". 20 JBA series hangers Top flange hangers available in width of 1-9/16' and heights ranging from 93116" to 13.1/8". Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 AaIIIAMtlailllB Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3orm20 For directdirectInks to all SST approvals listed below, CLICK i9 E R E . For additional info,, atlan regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), cLir•;r = 5 SET-XP Adhesive Anchor for concrete 6 Strong-Boit 2 (STB2, STB2-4SS, ST82.8SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 310 stainless steel 7 Titan HO (THD-H, THD-HMG, THD-H4SS, THD-HSSS, THD-CS, THD-CSOSS) Titan HO 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 Titen HD Rod Coupler (THD37634RC, TH050934RC) Tren HD Threaded Rod Coupler for concrete 0 Trion 110 Th-eadea Rod I longer (TI ID025166RH, THDB37468RH, TH037212RH, Trion HO Threaded Rod Hanger for concrete THD50234RH,TH010212RH) 10 Wedge -All (WA) 1`11.#16230-R8 Jed # Product Model. Number or Name 1 AT.XP 2 FT -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titen 2 (TTN2) 6 Tired HD (THD-H4SS, THD-H6SS, THD-CS6SS) 7 Titen Turbo (TNT) FL#t8937-R3 get # Product Model. Number or Name 1 X34810165K, X1 S10161 X1 B1016-4K, X01 S1016, XQ1 B1016-4K 2 XLQ114T1224,XLQ114131224-2K 3 XMQ114S1224, XM011481224.2K 4 XQ1 14SI224, XQ1 I4B1224-2.5K XII4S1224, XQ1 12SI224, X0112BI224-21K 5 XU34S1016, XU34B1016.5K FL#35320-RO Sad # Product Model. Number or Name 1 OSSC843.5, DSSCB48, DSSCB48, DSHS F'CB43 5 FCB45.5, FCB47.5, FC649,5, FCB411 5 3 FPHSD34S1016,FPHS03481016.FPHSD34B1016.5K,FPHS034S1214, FPHSD3481214,FPHS03481214-5K 4 LSFC2.25, LSFC4,25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 5 LSSC4.25, LSSC8.25. SSC2.25, SSC4.25, SSC6.25, MSSC2,25, MSSC4.25, MSSC6,25, M.S.SrA 25KW, MSSrv3.2514W 6 RCKW3, RCKVVi RCKW7.5, RCKW3S, RCKW5,58 7 SCB43 5, SC845,5, SCB47.5, SC649.5, SCB411 5, MSCB45 5, MSCB47 5 2_ S 5197 6 /97 -5111 -5111 8 SC 3. 5CS .. 6 SCS62 8, 5CS82 8 9 SCW3 25, SCW5,5 10 SJC825, SJC1025, MSJC8,25, MSJC10.25 11 SSB3. 518 12 XLSH34B 1414, XLSH7881414 13 X01 S1016, X0161019-4K. XQ1S1214, XQ1 B1214-3 SK. )(078S1224, X078131224-3K, XQ1 14S1224, XQ114B1224-25K X011281224. XQ112B1224-2K X34B1016-5K, X1 $1016, X1 B1016.4K, X1 S1214, XI B1214-3.5K Wedge -All Anchor for masonry Product Delscriptlon AT-XP High -Strength Acrylic Adhesive for concrete or masonry PT -HP Finery AdhacNA fnr marnnry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bole 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titen HO Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titen Turbo Screw Anchor for concrete or masonry Product Description #10.16 Strong-Onve X Metal Self -Drilling, Tapping Screws with #3 Drill Point #12-24 SVong-Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Se8-Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12.24 Strong-Onve X Metal Selt-Drilling, Tapping Straws with #5 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 01 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector 010-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass FramingConnector n Head -of -Wall Slide -Clip Connector Steel Joist Con necks rs Bypass Framing SIIde-Clip Skin Connector #14.14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-16 #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws N Cn t6 N }r > U O Q 0 LO .(D W U to = 0 0 m !2 C U f.L- M '0 -� 0 E : ,r a) > 0 C � i� Ira 42 '-^-1 Z Z W J Clio > "' O CT O CDL CL �a 0 V QL - W -0 Clio 0 W W Q Z z Q J 12 SHEET NO. PA 102 MIAM 111"U�DADECOUNri PGT Industries, Inc. PGTIndusnies,lac. >= &_0 2 PRoovcTcoNTRoL sEcnos PGT industries. JAc, CD Cn- =0 2 I 1905 SA, 26 Sam Rom -108 N`OTIQE OF A( EPIAN( E: EVIDENC L SUB -NM TED 'NOTICE OF ACCIEPTANCE: EVEDIENCE SUBMITTED, Q_ CU -0 DEPARTMENTOF REGUIATORY AND ECONOWC RESOURCESMER) Mianz� Flonb 3- : 7i--'4?4 RGARDANDCODE ADULNISTRATIOND111SION 7(786;315-Z590 NOTI(EC)FAC.(EPTA.NC'E:EN'EDE.NC*E$VB-NfITTE,D D 0 Cn CD 4- il NOTICE OF ACCEPTA-WE CNOA) WWW�Wi#=id*4t,rqT*oV0UnT I Evidence submitted under preiious N'OA A. DR_kXM(,S B, TESTS (condaued) QU,.ALIrY.A.SSU&kXCE 1. Manfi DadeDepartment of Regulatory and Economic Resouroes (R.ER). CU -CU Cf) -0 0 -0 _0 PGT Latikstrits, 1w. 1070 Ttvhnolop- Drive, 1. Manufactures die drawings and sections, 5. Test report on 1) Air Infiltration Tt�A. per FBC TAS 202-94- 0 2 -2 a) North Venice, FL 3427S i �r&rdffed ieru1erA'0.4Ao. 11-01017� 01) 1 - � Ulnifonu Static Ax Pressure Test. per FBC, TAS V-2-94 E. ALA ( ERTIFK ATIONS 3_ C 0 SCOPE: 2. Dn. wirig\.o. 1ED-:t5770,0. titled ­Vtuyl Sliding GLiss Door NOA ()". sheets 1 3) Water Resistance Test, per FBC. TAS 202-94. 1. Notice ofAcceptawe No. 1."528.14 issued to Vision Extrusion Limited for their - CU C:) 4­0 CU This NOA is being issued under the appLtcablemles and rejulaum. govetuing the use of c onstruction materials. The through 21 of) 1. prepared by mamifacturer, dated 1 OV5.1 5. with reiision A dated 4) Large Missile Impact Test per FBC. TA S 20 1 -94 "MiLke Rigid PVC Exterior Extrusions for Windows and Doors". dated 08/1345, 0 > Cn -0 E 2 d,xumau"on submitW has been revietwed and accepted by Mami-Dade OmtityRER -Product Control Section to 04 '0517. signed and sealed by A Lvmn Miller. P E 5' C'Yclic Wind Pre;stwe Loadaw per FBC. TA,1- 203-94 expiring on 0.030�`19. a) CO be used in Miami Dade Corm and other areas where allowed by die Auth onry Hawing Juri%diction (AIM 6) Forced Euiri T6i. per FBC. TAS 202-94 w 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Linuted for their -VE !E CUD) '40 CL Ibis NOA shall not be,,.-and after the expiration date stated below The Mianu-La deC ouamPlodixt C ontiol sectxx B. TESTS along with mwked-up, prepared drawings and it diagram of vinyl sliding glass door epared 1000 Tan 202 and Ughtev Shades (Noz-White) FJW PVC Exterior Extrusions for, ..4.- -0 U) < (In NLanu Dade Couuqj audVorthe AHJ (in areasodier thaaMia=Dade County) reserve the right to have this 1, Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS '102-Q4 by Fenestration Testing Lab. Inc.. Test Report No FTL 8549 dated 1.1 06 15. signed and Al'indows and Doors"'. dated 1.1.40&16, expiring on 1 product of nuftrial tested for quality assurancepuTom. If this prodrictormaterW fails to perfonn in the acceptedf:er TAS201-94 3. Notice of Acceptance No. 1."523.15 issued to Vision Extrusion Lunted for their mannex, the -*m er will incur the expense of such testing and the AHJ may iuunediately rev 0, ke. niodify. or 3) Cvcbc Wuid Pfessure LoadujF per FB('. T.A� 203-94 6 Test reporT on 1) Air Infiltrat ion Test, � per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) White Rigid PA Exterior Extrusions (oi, sus;Q the use of -.u4:h product or tuaterial within their jumdic tics, RERreser,-e� the rightto revoke tlu� accepts along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 2) Uniforin Static Air Pressure Test. per FBC, TAS 202-194 NAbdows and Door-,". dated 0813 1 i. expirtag on 0930L(19. ccep tanc e� if it is, determined by M"=i-Dade County Product ControlSection that this pwdmt or material fails to meet the requirements of the applicable building code. b,v Fenestration Testing Lab, Izic.. Test Report No. FTL 8717. dated 11,10TI 5. signed and 3) Water Re",ance Test. per FBC. TAS -10-1-04. + Notice of Acceptance No. 1"7,12.02 issued toENERGI Fenestration Solutions USA. This product is approved as dewribed herein and ha�, been desismed to comply with the Florida Buildwe Code� sealed by Id i1ous Ortega. P E, (Test rep on reri;ed on 0 _' 15 16 zuicl ()2, 24 4) Large Missile Impac r Test per FBC". TA S 20 1 -94 Inc. for their'T.kN 3040 and Lighter Shades (Non-N11ite) Rigid PN"( Exteiior including the High Velocity Hufficam Zone, Test report on l It Air Infiltiation I per FBC. TA -S 202-94 5) C yclic Witid Preiswe Loading. per FBC. TAS 203-94 E musions foi- Windows and Doors" dated 0911 � 16, expi:* on 0244CI. 'Noticccif DESC RIPTION: Series -.457012770"Vin)-lSIkUng Glass Door (Reinforced) w1wo 9W & 13.0corners-L-W. 2) Unifonn'Static Air Pressure Test. per FBC. TAS 202-94 along with muked-up drawings zW installation diagram of vinyl sliding glass door, prepared Acceptance No. 16-0-12.04 msucd to ENERGI Fcnestra6m Solutions USX APPRON7.41 DOCUWNT: Drawing No 'MD-5570.0 Rev B. fifled "Vuryi Sliding Glass DoorNOA (M-. shmis 3) Water Resistance Test. M FBC. TAS -10 2 -94. by Fenestration Testing Lab. Inc., Teo Report No. FTL 8.992. dated 1 -1 `04 1-5. ;geed and Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PIN*C'Exteiior 41 Large',Nflisile Impact Tesi M FBC'. TA S -t4 ;,e.-ded bv Idahius Onegi. P E. (Test report revi:�ed on 02 1 20 16) Exa,usions, for Windows and Doors" dated 0915,11& expiriag an N, 1620. 1 thi-ough 21 of 2 1, preparedbyinam6cturer, dated M,05 15 and last revised ou 02,012 1 � signed aild waled bv 5) Cyclic Wind Pressure Loading per FBC. TAS 201-94 I lest i-eport an 1,) Uuifoiur Static Air Pressize Test. per FBC, W 202-94 6 Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA. A . Lynn Miller. P E.. bearing the Nfinimi-Dade County Prodw Control Revision stanip with the Notice of 6) Forced Entry Test. jw, FBC*. TAS2*02-9'4 2) Large Missik Impact Test per FBC. TAS 2 01 -94 Inc. for their ­Whire Rigid PAX'Exterior Extrusions for Windows and Doors" dated Accepmucenunimand expitation date bv the.Nlianii-DaJe County Product Control Section MISSILE NPACT RAMG: along with mitred drawings and installation diagram of vinyl sliding g" door. prepared 3) Cyclic Wind Pressure Loading per FBC". TAS 203-94 0 9, 110 q 7, e)q*ing on 0 2PA-1 8. Large and Small NEnsile Impact Resistant by Fenegration Testing Lab, Inc.- Test Report No. FTL 8546, dated 11 -106115. signed and along w itb tnarked-Up drawings and initallatioa diagram of vinyl skiing glass door. prepared 7 Test reports No(s). 10-002-792(), 10- 6-1\10527. 535753-09, per A5I11+E-84, Limitations: I . See table I (sheet 7) aud table 2 (shttt§) ibrapplicable SOD unit 5;ze;, design lealfbacauents �ype,�. sealed by Id alnu,3 Onega- P E (`Teit report revised tin 01 04 16 and 02 11 201 6) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (sainples A- I flaw A-2 2). dated ASTIMI) 1929 and ASINID-635, issued by EXOVA to Vision Extnision for cellulosic glass types, sillri3er(we tables B-1 & B-2. sheets 7-8) and anchor layout sheets nN*vwmts in 11 thru 16. 3. Test repast on 1),Ajr Infiltration Test, per FBC, TAS 2102-94 111 P, 10. ��zned alid sealed b� Jorlee A C:auso. P. E. (Stibmwed underNOANa. 11- Composite ln2tefi2l 2. Rigid White PVC. Tan (Non -while) Ri0dJpVCandBsc%%,n coated (Pauae4otiaininntedl white 1LzidP%*Ciobe 2) Undonn Static Air Pressure Test. per FBC TAS 202-94 0107.04) (Submilled vndrr.Y0AA'o. 11-010- 04) labeled per referenctdNOA'sirequireniews. 3) Witer Resistance Test per FBC. TAS 202-94 8 Test report on 1) Air Infiltration Tea. per FBC. TAS 202-94 8 Notice of Acceptance No. 14-0916. 11 Issued to Kuraray America-, Inc. for their 3. Egress operabledoors urtist ccmply with min clear width or height per FBC requirement as applicable. 4) Large Missile Impact Test per FBC, TAS 20 144 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 "'SertrmGkisll (Clew- and White) InterlaNer", expiring on 07/04/18 4. Pocket walls under sepwateaMovak to be revieu*dbyBuildinj official 5) Cyclic Wind Pressiure Loading per FBC. TAS 203-94 i Water Re,sistauct Test. per FB('. TAS 201-94 9- Notice of Acceptance No- 16-1117.01 issued to Kurany America. hb.-, for their L.ABELM: Eachunit shall bear a pemianeat label with the mawfacmver's name orlogo. city, stale andsefies and 6.) Forced Entn- Teo, M FBC. TAS 202-94 4) Large NlLsWe lt:Wact Te--,i per FBC'.. TAS 101-94 "TroWolt 11traclear. Clear and Color PN'B Inteflayers7'. expiring on 07-08/19. following suitment: "NILami-Dade Counn- Ptoduct ControlAppoved". noted hereta. Aoug with masked up drawings and installation diagrani of vayl 514 uig glab,,� J oor, piepaied* 5) Cyclic Wind Prmsiire Loading per FBC. TAS 20 3 -04 RIENEATAL o f tlm NOAshall be c onadered aftet- a rene-wal app licatioc ta,, be ec filed and there h a,. been no by Fenestration Testuig Lab, I ac . Te�stc Report N o FTL 8 5 4'�. dated 12 �'O+ 15, signed and 6) Forced Entry Test. per FBC. TAS 202-94 F. STATEMENTS change in &e applicable budding code ne-goth-ely afikting the pedormance of this product, sealed by Idalmis Ortega. F. E. (Test report revised on 0 11 5,� 16) along with marked -up drawings and Is= Ration diagram of .uyl sliding glass door. prepared I - Statement letter of coaforniance withFBC -5*Edition (2014) and FBC-4* Edition TER_NfrtiATTON of tbwz NOAwill occwahutheexpuaticnd,ateot -,f thev hasbeen armistonor chanpriathe 4. Test rep on 1) Air liddiration Test. per FBC'. TAS 21,02-94 1-1 Fenestrit 011 T ting Lab. Inc., Test RqNort No FTL 6131 (zaiWles A-1 thus A-5). dated I I Its C - (' .101 1). issued by manufammm, dated W1447, signed & sealed by Lynn Miller. P E muerWs. use. andlor niamfeenre of the product or process. Misuse of this NOA as aneadorwiiiem of any product. 2) Uniform Static Air Pressure Test � pei FB C, TA S 20_'­�1)4 1106 10. signed and sealed by Jorge A. Causo, P, E. (Submiard ander.\70.4 No. H- 2. Statemew letter of no financial interest. dated 04, 1 S., 17. issued bey mianufacturer, signed iot sales. achemsing of &W otberputposes shall autouawally tesmituIle thi�,XOA Fadure to coniplywith any 3) Water Ritsisimce Test. per FBC TAS 202-94 010 " 09) & sealed by Lynn Miller. P.E. Section of thi,,NOA shaM te cause foi tem-m-ttioa and i era Ovill of`N0A 4) Large Missile Impact lest per .FBC, TAS 201-)4 3. Letter of lab compliance. part of the above test reports. ADVERUSEMEN'T: The NOAsuniber precededby the virords,Mumn-Dade Cotiary. Florida and followed by the 5) Cyclic Wuid Pre Loaftg per FBC'. TAS 203-94 ,v C CALCULATION-S 4. RER Test Proposal No. 17-03S7. dated 05�054 7. signed by Isbaq Cbmda- P.E expiration date wav be displayed in advertvmg inetanue If anvpoltionof the NOAis disp*red. then it $hall be 6) Forced Entry Test, per FBC : tAS _'02-94 1. :Uchor vet ificat ion c alculatioas and struclural xialvsis. complying with FBC'-2- 014. done in w, eutuerv. along with Luarked-up dfmvings and iaSt2llation diagram of vinyl sliding glasi door, piepared prepared bY PCYT. dated i 2 0,P I 5aud U�t te%*i�ed on 02 1 � 16. �Igned audsealed by G. OTHER INSPECTION: � copy of this entireNOA s&13 beprooided to the uset bythe inauufacruiez at:t,, divnbutors and by Fenestration Testing Lab Inc-, Test Report No. FTL 8548, dated 11,04,15, signed and AnthonyL. Miller, P.E. (5ributiffed nriderNO-4 Alo. 15-M0.01). I Notice of Acceptance No. 15-12 10.01. issued to PGT Industries, for their Series shall be available for inspection at the;A eae at the requestof the&tildiagOfficral. sealed by Idalmis Ortega, P. E je;t report revised oti 01 -04, 16 and 011116). 1. Glazing complies with AMIE- 1300-09. 5570:1770­ N-invl Sliding Glass Door (Reinforced) - LAU."". expiring on 0414`21 This NOA rrviies& re neirs NOA 42�0-04 29.05 ami comiw, of thispage I ande%idewepages E-1. E-2, E-3. E-4. E-) & E-6 a.well as appro�al docunaentinentionedabo%v, I-hiq 1. (hAnda. PZ Lhaq I. Chants, P.E. l-.ha(j 1. Chanda. P.E. The subautieddocutmustion was reviewed bvlsbnq L Chanda. P.E. Product Conti (A Uult i-01 Product Control Unit fkp*rri4or Product Control L"ait;upttvizor :FDA No. 1., 1-0 1. 0 9 43 NOA.No, NOA No. 1.1-020;,03 NOA No. .11-0206.03 G:= ExpiradeaDate: Apriil1,.'0!6 Expir2don Date.- April 14 '. 20.16 E%piravioaDaw Api-414..'014 Expiration Date: .4pril 14,2026 c t'. Z' 4,01 Approval Datt-Alarch .15, 2021 .Approval Dates March if. 2021 Apps ov3i Date-, Nl3rth Approvall)ato: N13rch!f..10!1 Pat* I E -1 E E -3 PGT laftaim Inc. CGI Windows and Door s. Inc. PGT Industries. Inc. NOTICE Of ACC E PTA'NCE: EVIDFYCE SU, BUITTE D NOTICE Of A( CEPTANCE: EVIDENCE SUB.AUT TIED NOTICE 01 ACC1 PJANCE: E371DF-NCE SMUTTED 2. Evidence Submitted under pmious submittal E. NL-kTERLAL("ERTIFICATION"S(coittiuu(-) 3. New Evidence Submitted 5. Qwwex Pan Saner Spacer Stauda It rd complying xvi h ASTNI C 5 18 Thermal Conductivity A. DRAIVEIiGS 0.881 BTU-ill'`br -W-*F. ASTM F 1249 %IYTR-Pas�!, AS'T"M D3985 0x,,-;gen­Pass, ASTIM E A. DRAN'NTtiGS 1. Drawing No. MD-5570.0 Rev B, titled "Vinyl Sliding Calais Door'NIOA W% sheets 2190 1 G Dufability-No Fog -Pass. f8ubniirted carder prei -usw XO� 4 Y(), 15-0409. 05) 1. Drawing No. '.%ID-5570.0 Rev B. titled A`wyl S Lid tiq GUss Door NOA (LAC . streets I 'dated I through 21 of 21, prepared by i ftctuseir. dated 10;0 5, 151 and last re%ised on tbirougb 21 of 21. prepared by manufacturer,16-0'.)., 1:i and 1.w reviied on 02 0 12 1. 04,221,210, signed and sealed by A. Lynn NfAer. P.E. 6. Quanex Part Durase cou4Ayuig xith AST"M C518 Thennal Conductivity. 2.12 BTU-1a F D 1-134 Argon Penneance-Pass, ASTM E Signed and sealed A L-,mn NhUer, P.E. 6 loll b.r.-ft`-`F. ASTM 1249 Note: TIM. revn.1011 reix"Icetilent of same existing installation screw withfiat head- OCT B. TESTS '1189 I.G. Durability -No Fog, AST!vl E -46 De-.v Pohl Development -201F in 48 brs. 1. Test reports on- 1) Air Infiltration Test, per FBC. TAS 202-94 (Srsbntjued under X0_4A*o. 1.5-0409.05), B. TESTS 2 � Undoini Static Air Presswe Test. Loading per FBC. TAS 2021-94 7. Vision Lxinisioai. Ltd, Paris complyini I - - L. .z w th PVC-AA.\14k %*oluntary Specification 1, None \/RA 3' Water Resistance Test. per FBC. TAS 20 " -04 for Rigid Polyvmyl (lilonde TV( Exterior Profiles for Vision x=ion.,fT E F_ - 4) Large Missile InTact Teo per FBC_ TAS 2 01-94 AA'-\.tk Fenestration Exterior Profile C e-n-Swilion P.-ogyrxu (Submitted 1t11ekrN0.4N0. 1.5- 0409. 0.5*1 ALC ULAT IONS Virtual Review Alsist, Inc. E 5)Cyclic Wind Pressure Loading per FBC. TAS 2103-94 L None- completed and approve along withmadwd-up draivings and installation diagram of all PGT Industries, Inc. 8. Vision Extntsions. Ltd Partsconiplying with PVC -AAMA 303 -13 plans Review with the 2020 FBC 7th Edition meel units listed below and tested togs alify Dowsil ?91 and D owsil 983 silk-wes. tSubvifted under N(;!ANo. 15-040A 05) 11QUAL IT-1- AS URANC'E for compliance by Debra Anne Klahr P12300 prepared ky Fenestration Testing Laborat ory . Inc.. Test Reports No.. 9 303-13. Vokintary Speciiicatioa fof Rigid Pals im,1 Chloride (PVC') E-x-tenor 'Vision 1. NlLuw-Dade Depanweat of Reziliior; mid Econontic Resources (RER) FTL-7"7, PGT PIA-5520 PVC Fixed Window i twit 6 in proposal), dated 0910314 MA Fene,!r� E. - r P file Profiles for Extrusion,.;. Ltd--X,'EX-1 by A -A, Ilion xtefio To M-20-2107.1. PGT SGDMAkwimum Sliding Glass Door (unit 7 in proposal) FTL-_ Certificition Program 2107.2, PGT CA744) Akita OutswingCasewmt Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No, 18-1217.14 Issued to Enerin Fei,,etiation Solution, USA. Inc. for E. C ERTff K ATIONS 2107.3. PGTPW7620A Aluuitniun Fixed Window (unk 9 in proposal) and Fn-20-2107.4- their "Tan 3040 & light shade (non -white) Al '11it-P Rigid PN'(- Ester Exti-tisions for, 1. Notice of Acceptance No 19-0.104.02 issued to Kuiji'Lay America. Inc. forth& (D PGT PW7620A Ahm3imm Fixed lVindow (unit 10 in proposal) dated 074 13 -10. all signed Mindows and Doors". expiring on 02 /04 �'21 "Trosifott Uln-aclear,,Cleai. and Colo u PA'B Glass hiterlavers". expiring on OT08:24 C and sealed by Idilmis Ortega. P.E. I I Notice of AccepixiceNo. 18-0122.02 issued to Eneqi Fene-ri-miou �-ohlllon. USA. Inc. for ' Notice of AccqxanceN.o. 17-0808.02 Issued to Kurai ay Amer ia. Inc, for th& U) their series 'White Rigid PVC Exterior Extrusions for WindoN%, aad Doors. expuing on "Senn-i-Glast (ClearandAXI)jre) Glass hiteflayers expiruieoi)070423 > C. CALC ULATIONS 02-2&13. 3. Notice of Acceptance No. 18-1106.10 issued to Vzsaon Exiruz.1011S Linuted for their 1. Anchor Nvidfication calculation, and Structuralq w analysis, con4i�,�uith FBC 12- Notice of Accepizaice No 20-0203.03 issued to Energi Fenestration Solut:oll. T_7SA. Inc. for Coated (Painted or Laminated) White Rigid PN'( Exterior Einusions foi-Windows O > Edition (2020). dated 04v,221`20prepared by manufacturer. signed and sealed by their "Bronze & fight shade cap coated NN"hite Rigid PVC Extorior L,T1114:111; for and Dooii­_ expiring on 09!3024. 2 Astbony Lynn Miller, P.E. Windows and Doors-. expiring on 04 16 2", 4 Notice of Acceptance 'No 18-1106.11 issued to Vision Extrusions Lumted for their aeries 2. Glazing complies .v1tb ASTME1300-04.-O. -12 and -16. '111000 Tan 202 and lighter shades (Non -White) Rigid CelluLav PN'( Exterior- CL F. STATE-NIENTS Ein usiotv for Windowsand Doors-. expiring on 12!29�21. < D. Ql'.UM- ASSURANCE Miami -Dade Department of Rrpilawr,- and Economic Resourc--s (RER). 1. Statement letter of confoinice to FBC716 Edition (2020)- dated 04,2226. issued by ci 4­0 unnufAcniter, signed and sealed bv Ant hom- Lviui Millff . P.E. F. STATE-NIENTS E A-UTERLAL CERTIFI( ATION'S 2. Stater-ent letter of no financial interest an,4* of independent. issued by manufacturer. dated I Statement letter of conformance to FBC 711 E(finou i 2020). dated 02 012 1. issued by 1. Notice of Acceptance No 19-0305.02 issued toKuraray America. Inc. forthm 041,18,20- signed and sealed by Anchovy Lytgi.\lWei, P E. im-unifactum. signed and sealed by Anthony LynnMiller.P.E. -Trosifolt 11traclear. C !tear. and Color PA-B expiring on 3. Private L-A)761132 Agreement document tietivmi PGT. dated 03 31) 15 and signed by at 2 Pnvate Latvhng Agreement dated 01,08;21 between PGT hidivs,triei. Inc and CGI 0 0710&24. involved patties. Windows and Doors Inc - signed by Dean N1 Ruast P.E.. V.P. Engineering. on behalf of U � 2. Notice of Acceptance No. 17-0808.02 issued toKuraray Americas, Inc, for their both c0fl4).VUe_; -Senn-vGbist (Clear and N%bto Glass lnreflaven­. eqww on 07t4;_13. G. OTHERS U) 3. ".Notice of Acceptance No. 18-1106.10 visued to Vision Fa-trusions Limited for rh& I. This NOA rnises N0A# I 1 -0420.06 (PN'T%v,1CGI) and updates to FBC-2020 (71h F dirion). G. OTHERS cu ""Br avrn Coated (Painted or Laminated) NN'lifte Rigid PVC Exterior Extrusions expiring 04 -11 2 1. 1, This NOA revises & renews N OA# 1.0-0429.04 rLPLA w,,'CGI). expiriag 04°14,26. forAlIndows and Doors' . expiring on 0930,24. 21 RER Test proposals :019-1155 dated 01 1C11210 approN ed by Isla. q I C13anda.P_E,cxpi2in9 2. The ciinent associated PLA CGI file 421_0205.01, expirtag 0-4 14 `6 4, N otice of Acceptasice No. 18-1106. 11 issued to Vision Extmuouss Litnted for their 0414.21. series -VE 1000 Tan 202 and fighter shades (Non -Whim) Rigid CeDular PI"C =5 Exterior Extrusions for Windows and Doors". expiring on 12,29 .11. < I7hriq I. Chand*. P.E. 1-.kxq I. Chauda, P.E. z Lhiq 1, ("hands, P.E. Product coutm Lnu SUjmrlior Product Control Unit Supervisor Product Control Unit Smpertitor INOA No, NOANO. U-010f.03 NOAXO. FTpira#ionDxt*. Apdl14,!0!K Ezpiran*uDxt#- .April 14.2(i.6 _j ExpirationDatez April 14,.20'.6 App rorn I Do it: Mit rc h F, Approval Dave. March M 20:1 Approval Dart: Nlarck .16, 20.11 1 -6 E4 SHEET �10. May 27, 2022 PA 1z3 /I MI LY•A2LM MIAM.T-DADSCOLNTY VRODIA,TCONT1101. SE(.-1'10.N DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 r (796) 315-2599 NOTICE OF ACCEPTANCE ( OA Cast -Crete USA, LLC .... ....... 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NUA is being issued under the applicable rules and regulations t.,overning the use of construction materials. The documentation SUbillitied has been reviewed and accepted by Mianii-Dade County RER- Product ( "ontro! Section to be used in Miami Dade County and other arias where allowed by the Authority Having Jurisdiction (AHJ). I'his NUA shall not be valid after the expiration date state(] below. 'file Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the eight to have this product or material tested for quality assurance purposes. It' this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ niaN immediately revoke, modify, t ., or suspend the tine of such product or material within their jurisdiction. RER reserves the right to icvokc this acceptance, if it is determined by Nlianii-Dadc 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 lligh Velocity I lurricalle 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 ofl, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 174612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by ("Taig Parrino, dated March 24. 2003, last revision dated June 121, 2014, all signed and sealed by Craig Parrino, P.E., on January 22. 2019, all bearing the Miami-Dadc 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: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RFNFWAI. 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 iftlicie 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 an' ' y 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, all(] follnwed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it siiall be done in its entirely. 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 thejob site at the request of the Building Official. 'I his NOA revises NOA # 19-0130.14 and consists of this page 1, c%ldencv Submitted pages E- 1, E-2, E-3, E-4 and E-5 as swell as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 20-0630.15 Expiration Date: 09,111/2023 Approval Date: 08,20/2020 Page I Cast -Crete USA, LLC' NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACC1'11TAN(_'E: F.VIDENCt' S Ul 13NITI-FF, 1) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEI NOTICE OF ACCEPTANCE: ENI[DEN('E SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS A. DRAWINGS 1. DrawingNro rD4012, titled "Precast and Prestressed Lintel Details".sheet / of 1, L DrawingNo. 1,D4611, ilillud "Pret ast and Prestressed Lintel Details ", sheet I oj' 1. Drawing Na F1.4612l titled "Precast and Prestressed Lintel Details", sheet I of prepared by Craig Parrino, 11 f_ duicd,lleiri It 24. 2003and Ptavi mg,Vi) 1,74612, titled 1, prepared by Craig Parrino, P, K, dated March 24, 2003 and Drawing No. P 1, dated 03124103 and Drawing No. LT4612, titled "Casi-C -ele 4 ", 6 " & 12 "(7ast-Crete 4 ", 6" & 12 " Lintel Safe Load Tables sheets I dirough 3 q1 3, pi-cparvii hy LT4612, titled "Casi-Crelte 4 ", 6" & 12"' Lintel Safe Load Tables ", �heets I Linlel Safe Load Tables", sheets I through 3 of 3, last revision duled 06,12,14, all (.).cjjgr 11urrow, P. F, dated Mori-h 24, 2003, last revision 41 datedApril 28. 2003 both throttgh 3 q13, prepatcdh.i Cru�4 Purrinu, P.1", duledillarch &'-/, 2OU3, last prepared, signed and sculed by Craig Parrino, P.E., on 0.8119114. drawings signed and sculed by Craig Pao ino, VL' revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on B. TESTS Afarch 22, 2012. It. TESTS 1. Test report on flexural iesfing on 4 ", 6 12' PoConca r-asi r,.- Liniehs I'dIcil and None. 01/i/l/ed itfodels, total of (13) concrete linielspecimens. per ASTAfF,529-94, prepared B. TESTS C. CALCULATIONS by Applied Research Laborwories, Rcpo orf No. 3041) 1.4, dilletl 0-1,10,03 (Ind I N�011l('. 1. Call, uleitiopts.lor Caw- Crele Lintefv, duied 081191.101-1, pages 14.201 through 14.236, sealed by Christopher A. Hamon, P. E. C. CALCULATIONS prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, P.E. C. CALCT..LATIONS 1. Nime. 1). QUAL]TV ASSURANCE 1. Calculotions for Cam -Crete Linteis, daled Uj,41,9,U3, 201, pli-paic,11).1 Crai�z D. QUALITV ASSURANCE Coiinll - Dep, irtiowni qfRegulaiwy and Economic Resources (RER). Parrino, Pb, Cra�g Parrino, P.E. I )�,,,Micnni-Dade Countly Department of Permitting, Environment, and Reguhilory Affairs. 2. Calculations fin. Casl-Crcio 1.ititel,s, daied Io pages, prepared ky Craig E. MATERIAL CERTIFICATIONS Parrino. P F'_s1gt7cd by Craig Parrino, P L, 1'-. MATE R IA I , CE RTI F1 CATI ON S 1. None, D. MATERIAL CYRTIFICATION: 1. Nolle F. OTHER 1. QUalill V' �l IS A90 I ll /I J 1) 14, 1/ 14 U niclmw Iftith, h-ecow bpnels l,-evisedon May 1. F. OTHER 1. Letter from Cast-Crele IA54 Inc., dated 0811912014, signed and sealed by Craig 2002. 1. Letlerfrom Cast -Crete C I orporation, doled h'ebruary 03, 2012, signed and sealed Parrino. P.E., certifying compliance with the Florida Building Code, 2014 Edition. z Cavi-Cret" Qzialiq,,SvsleniManual for Prestressed Products dated2002. by Craig Parrino, P.E., cerlifting compliance with the Florida Building Code, 2010 Edition 6. EVIDENCE SUBMIT El) UNDER PREVIOUS APPROVAL # 17-0821.18 2. EVIDENCE SUBMITTED UNDER PRE N'll(WS APPROVAL 14 08-0320.09 A. DRAWINGS A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUSAPPROVAL 4 13-0321.07 1. None. 1. Dra14,111g NO PD4612. fiih,d "Precast and Pre stressed Lintel Details", sheet i (y J, A. DRAWINGS prepared by Craig Parrino, ]�E_ dated ,11-laich 2d. '003 and 0rawiny \,"o 174612, titled L None B. TESTS "Cost-( "rele "4,., 6" & 12" Lintel Sae Load Tables", sheets I through 3 pr,pored h� 1. None. Craig Parrino, P,F_ .4aiol �Ihjrcl? 2-1, 2003, last revision dated March 11, 2008. B. TESTS None C. CALCULATIONS B. TESTS 1. None, I None. C. CALCULATIONS D. QUALITV ASSURANCE C. CALCULA'TIONS OnC. 1. By Miatni-Dade County Department of Regulatory and Economic Resources (RER). I. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS D. QUALITY ASSURANCE 1. By County Department of Regulatory and Economic Resources (AER). 1. None. 1. By Miatni-Dade Coupnv BuildinK Code Compliance Q#Ice. E. MATERIAL CERTIFICATIONS F. OTHER E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - I None. Crete USA Inc., dated 08108/17, signed & sealed by Craig Parrino. 1'. E. Hehny A. Makar, PA A. Makar, P.E, M.S. 6,-4iefmy A. Makar, P.E., M.S. Prokct Control Section Supervisor ProJuct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630. 1 r, NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 _lkpproval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date- 0=0/2020 E - I E-2 F:-3 Cast -Crete USA, LLC NOTICE OF ACCEP'LiLNC E: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDE.NCESUBMITFED A. DRAWINGS A. DRAWINGS 1. None. 1. None B. TESTS it. TESTS 1. None. 1. N'one, C. CALCULATIONS C. CALCULATIONS 1. None. 1. A'One OCT D. QUALITY ASSURANCE D. QUALITY ASSI � RANCE 1. By Miami -Dade Count.v Department of Regulator v and Economic Resources (RER). l By Miami -Dodo County Department of Regidalory and 1,'cotiontic Resources (RER). F. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1None. virtual Review Assist. Inc. plans Review completed and approved ;d F. OTHER F. OTI I I R for compliance with the 2020 FBC 7th Edition I Compliance Letter with the Florida Building Code. 2017 Edition, issued by Cost. Compliance Letter with the /• lot ida Building Code, 2017 Edition, is,s iwo'by Caw- by Debra Anne Ki ahr PX2300 Crete USA, Inc.. doled 08108117, signed & sealed 1�1, Craig Parrino, P.E. Crete USA, Inc., vealedb,Craig llarrino, P.F J 8. EVIDENCF SUBMITTED UNDER PREVIOUS APPROVAL 9 19-0130.14 1. Compliance Letter wilh the I,Iorida Bialdit)g (..'ode, 2020 Edition, issuc(l bl A. DRAWINGS Crete (.!S.4. Inc., dated 06/11120, sigiwd et''.seeded bi, Craig Parrino, A E. 1. Drawing No. FD4612, titled "Precast and Prc.virc ssed Lintel Details", sheet I of 1, prepared by Craig Parrino, P F_ dated March 24, 2003 and Di-triving No. LT4612. tided "Cast-Crele 4 ", 6'" ct, 12 " Lintel Safe Load Tables '..sheets I through 3 of 3, prepared by Craig Parrino, P E., elated March 24, 2003, last revision dalcd,lune 12, 2014, all signed erne! sealed by Craig Parrino, 1), h'_ on January 22, 20 / 9 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I- By Mintnt-1)(iih, County Department of Regultitorjt and Economic Rewmn-ev (R.r,,R). F. MATERIAL CERTIFICATIONS 1. None F. OTHER 1. Article of Conversion for a name change my A. Makar, P.E., M.S. 6:; Helm A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09,1 f,'2023 Approval Date: 11"0/2020 Approval Date: 0812012020 E-4 F - 5 May 27, 2022 A-0 CD (D 0 C_ -1... 70 = (D 0_ 0_ o 12 ; C5 -0 io- 0 cn CD -0 U -0 2 0 . — L- (D 0 = in- =00 a U_ 0 0 > An — E 1 cn CU 1_2 CU a- -0 C/) Z W J C 4--- > W O C>U 2 L_ 0 OL — U) CU LU ;z _j a - SHEET NO. PA 1.4 � ­ _­ "'S" ., EC"', "? �1'4(­ - ­.­.. - 711IL4IT TtSTINC, f, I'MOINEE94ING COPAPANY N4 4il1RR_A W i,j.141.�­ i. PRODUCT F_VAI,,,U.AT1QN ,RUQ-Rl PAPORT NO.: 20-0721.01 DATE! Joy n. 2020 PRODUCT CATEGORY: MV111110111,11, PRODUCT SUB-CArliGORY: stoft pariels PRODUCT NAME: 2a) r.AGE GALVANIZED $TLEI. STOP M PAN(. L MAW)FACIURER: global P follectlon ProduM LLC. 48C-0 S.W. S11 Ssrset1 Day*. Mordiolt3l't 1. PURPOSE OF F-VALUAT*N: This is a Prod"I Evallustiont Report isplued Dy W~A. T1111t, Jr., P.e. (Systern 00 1906) to the Global Protection Products. LLC Rule Chapter kilo. 6 1 C20-3. Mothad I 0 of this Florida Department (df Bushiiii-iN and Professional Reigulatillon, This prods is be" Issued an Evailuabork Report as daiscritwd hooreiri, arid hkis I twitin w,-e?ifed tof r.t,,,ip iim,v­ ,j(-Corv1xrI,, 9 wilt', Me 2020 Sc% Qnth LiPiwri kj'!ti, I I I r,,,!,I Biin)r,,TQ; . (L>Ilm. and to verity that the product is far the purpuse t+,f! ,,1 at least of4kovai"t to that rocittlevid by the Code T hit,. P rn A i1'I F 'IAiih;;� N;n it@I ri slI.j I ", � 1,,:t i, II I I 1-, , ", o"N -it its rvv Iviori in clasitit:11 . I a Flu 41i4u r4xio 0arlip that may affect its limitaition.q and corxisboni, 2 FVIDFNCE SUBMITTED: Lie PR_QD%;,T_9.MUATION DOCUMENT IIR E,D.;; DnrMno No 20.176 1111­1' ­70 GAGE OALVANVkU tilILLI, SIORfil PANF1 * SlIoNksotb I thru A W 26 prepared by Tiftboa. Inca Signed and sealed by Wallar & TMit Jr., P E ; lair-d 071.28,1020. This drawing is an integral part "'T is Eyallitimoun Repofi. O"I I kil, I1004, 14 d, 0 0". r1i N, I .W '­ - , ­` I-, r a I I �11 , ?,ii Iri .." * - ... , _� hO 4 1 4167 , 1 I , * I Of :* ". . IeIN5 N.W. J60Shasta, Shute 30.5, kliatii. FIN&I 11166 -1 ,: � J $71.15?4vIe,i��,' ' ii I p,�loW ,14"."11.,,,"11.,,,,,1k..." , ,- rKoUtr L I 4% NiCLA11U.N.W VIKA,,61.,!.294;AU j 22I.TIEST REPORTS, Large missi4e,r-pact and lob" load lisslis Nowens pititfortined ~ Protocols TAS 201,203as per section 11(d2001the Florldis Budding Code. Unifeir,"gilalW 1,W*I,; it;per TAS 202 Protocol Test roeons PrOP3rt)dhyHurricane EngnserwVg Iestiorv, Inc, Reports owl,-66i)dalcdo&CPIlcil)f..Aw-s70sjatvdog/lwlg", 94f -T30 riatod 091200996, nit three stgnod and soared ty Hector V. Madan, RE., Faftstramr. Testing Laboratory, Inc. reports 0 2032 dated 0IIA91I9N am 02126doled lO11Mj'1908w$tnoso*dbyGiftrDisprond.P.E and RispoinNo. 02II9.01-09, dated iki,arch 4,2000.agreed and astaled by Edmundo Laegootpadi, P E and Henry Hatloriet P E. Tnrisolr­ iN,ysk rwdort No. DCM-197 oy OC livilatalluirEtiul, inc, dated Marcri 13 2009. , nned ArI 94k.-il-vi by Frarik, Grate. P E 2.3. STRUCTURAL ENGINE Lfilh.0-CALCULA] l0h$; On 20 Gsq&Galfvsnaad St" Storm, Pond for maximum panel laing1h vs. desigrIi v,,:'i ,.,ad, aswelt as maxisnurn ancl,or sp=irfiq v* ocsign.I.ond loud Ono panel 4cI vasec rAI let oral ar1K1 conipairative ar.jIyNii%, Ojr%;.r accordance with section 1616 of the Florida 84ilding Code. Calcultitions prepared by"I"Illeco, Inc. dated I IM108 ,and (NI signed and 609W by Wattair A. TdK Jr., P.E. . 3MISSILE IMPAC-TRESWAHM Large m1bo.1lo finpaci LifiLler soI 1026 of ific Florida Buil,ing Criao as per TAS 201 Protocol 4, WIND LOADS RESISTANCL 20 Gage Ga ,vanized StoiiIl Storm Pane! har, Orion vii,r,fiel to rustair vAnd pressaires, Maximum rArieflei ngth fiftsil!se rats ifridir.31odonstoots& 10, 14.15 10, 19, 25 and 26 of 26 of product Evaluation Dodurnent (P E.D.). drawing No. 20.170, Mritivionum Anchor Spacing shall be as Indicated an shoots 0, 0 in. *, it, 1-1 15, 1 "', 16 19, 20 25 Will 26 W21l. of PFQdiKJ Evatual-on Docu.-wrif (P F D.), drawing No. 20-176. S. INSTALLAMN: I,- slailtjliRln NLhioll IA plikeormed strI in accordance with details indicated on she.*O1,Nk ,A !itrki 7, tO ttwv 20, 21. 24 and 20 of 26, of Product F vah'"Imn LkXQI11FnT, (P.E.D.), drawing No. 20.176 Minirriurr ;cpaf.aljon IQ 0i966 Ahall Uilfik� Indicated on sheets 0, 14,16,25 and 26 of 2e of Isiodict Evaluation Document (F- E L; ). drawing No. 20-1 76 � * v * II �,r••ar0R0E.. . , I 11, I .� , . � - , t14 ,V ­... ... . . . .... _­ QLUEB&_W= 0 , - "IN ot-1 P"Zk%t ILICIP4 00 "CrW COA4WFt -4411, VIINCID COO INIC" "*,"It w• tat. ,/N.At *A" C111,% ski WOOD-*% W" I im tans cm%&, to MLOLO. -.111. *^* 1""$tm awk0o i $)I" "OWN CNION SON fokoeL,. - A,NW, ":wVik? 1ININN5 -WI verrie itier" " jokoft"a oT W>~ 1­`1j a AAumpolt:l IN No I I •MA are 0 yl X:CISOOIAU wale- 114 .MO iFft JD',I, ­FI r CONIM 110^31WCS COCK M io .0*04,vow JAO. Iftf.?O: _v's-1. , - C.m fekei_ � I Ol4'V SONFUR NKO-0�, %W-,OIW I -V " - * IN "DrIt. 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"Ill .1.1 ­ 1`W`,`A4NT-o`1R 20-176 1 - I I i6lill. S , � _ ,,__ _ .... -1v� ; -.I.. , ,...�l�.-,�.�",--.--�--�l-rFi,--�-.1 .OI I � offt __ ­ weeft'l."W" "" ,t _t.;.- - : . - . N "I#? F -..--i­Dii,t-1,t-.1 F%_--, I- , I. I A` - I - _!=� ZXUDLCIZIAJLIfAILMJWQAU-UIZV&U ) 6. MATERJALACMIRAC-TURI"CS, AND SPECIFICATONS. Stiao t:ie strSc in aocordance with C,m'neral Noted and Components indicated on - �hc�cq 1 2 ,Oind 22 of 26. of Product: Evaltialitin Document JP F D ), drawing No-20-11 76, Anchor spot ficLattons shiI be) as lio;W�mod 4L,io w-ects 1, 7 kind 21 of 26. of Product Evaluation Dowmais (P, E D.), drawing No, 20-170 7. LiMfTATION$ AND CONDITIONS OF USF: 7.1. Shen tv istrINLAty in cornpliainit;e with General holes No. 1, 8 11vu 14, irrjia Jwtt on sh"I 1 & 26. as well as General Notes 9 I thane 4 and' I I thru 16. jjs(jI('4je,d oil itheI 21 of 26 of P;o,duat Evatuatiork Document (PI, F 0.), drawing Nick. 20-176 pmpamd by 'niteco, Inc. and v9nea and sealed by Wartw A Tilia. Jr., VC 7,2. Prudoct may boo inslikill,ed within HIGH VELOCIry, HURRICANE ZONES as (foltirood on wiA on 1020.2 of tne Florida Suddirti dock; 7 3 Product shall only be InslaPaid Into pourtiord wricrelo. concitele block, arid wood "me suvchnn Felo,luO LvDW40on Report pfapafoo Dy W4404 A II P 1: (f kji(IA. Loensf- No. 44167), President of Tilleco. Im I Florlds CA,0001457119), """IIII.I.-I ...... I 'I , I .,I. , ... .... .7 , - 44167 '.. N � 1 * _1 'T TON, * _ : : I �,,INC 1,, '.�: It , . . � fl, ,.(I 1. . ....' . f .I, . �"_ - 1 13."- -,r . -- ­V, ,,, k ":. iciaO ,-, KN6*_� - I_ � ., _%ASAV vil FILL 131t"FCOAPItiONINIFICCW03110,11 st$FIDPT;ID,r,(MAkPA0144:T*U.%D"4WLCIS It-C&JOCIA46C. CAitJ-;q-,1_I5 �,Ltt,"'00-PokAiL,04%%",A"f,1,'i'Rti`JAI92',4172A(w' �",­ ­­­ .", I I LEC0 1 114 Q . TILLIT TESTING G ENGINtERINO COMPANY 1 .1-71i" 1111�1. f:t_,-,j PRODIL:0 ENAL-kel."ON RIA"Ok-11 . I REPORT NO.'- 20-0727.02 DATE: .duly 27, 2020 PRODUCT CATEGORY stutlefs PRODUCT SUB-CATFIGNORY. Stiorim Panels OKODUCTNAME: 24 GAGE GALVANIOZ 'D STEEL STORM PANEL MANUFACTURER: Wobal Protection Prod(I LLC 41800 S.W. 31 Street Da%,* FlOds 33314 1._PUKFU,5t Qt LVALUAI.19,N; This is a Product Evaluation Report issurad Joy Walter A. TIML jr., P1, t sy6ter' ' Ir,'L or 119061 to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3 V! elhod ID of Ilse Florida Deportment of Business and Professional Rogulaition ThIs ProdW is bialnu Issued an Evaluation Report as ouseribiod herein, and he, !,,,#In vaidifled for compliarece in accordlencetwilth the 2020 Sovenith Edition of III - -ids MAdlIng Code, and to verity that III product is for the purpose intended Lo ifujo orstivalent to that required by the Code 1 iii-i F 1VJLL.,! 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"L, � �', .1 i _1 � .11 �1, �. - I " , ­ __ awadq.- MW � i ;;i=:E:� MOUNTING f ". I ;'.11, ,I, 11 Il%r VII - - � ­­_'.NFk.eI ­ - , ,, I , , I I, , I " "" ­ , - .__� - I.— ,=,'=:. I � 1­ -, - - ­ - ' i I I " ':. I, wto . to6iort . 'ek, , - ': " - I _._�;;'__� " I . IIATIN I ` . -11 I lfiA4, 1.11 I�Iit " 'T VI.I!:I% ... L I II " I I I .1 I I" �11`__ ,-"I , L__'­___­._­ : , -- r / TL v. 11,11,v!�4, , , ,,� , 11 I I / \_ . . I I , , , WE__L_tf1MJ oa,, �,`, NI I 'I". �,,,O .- -1 _- 1-1 .._­­ (.71 1� I _4 �� L �,I, ,,,,, I, � :, , ". . I � � " I - � _.r . .... P, - 1-1, - -i - . I %�, � " _I- ..... � k FLORIDA !�� COOL iKil- Y*4�ffy likeoriftep" ZWI , " .w 11h, Ill � I'Mr, NWA, w 11 ­ . �0111:, . % "Ot GkVAW4M VILL '10ft PANE� �R'tyy,144167 I !�w___...-I w�� Oft 'a. &LOWLAZA ., � T 11 I— I" L � I ., . , , ft,; . : . 'CL W, 4 IL, 1� trok - ; : . %* 01 , 1. - . fl -, "f", 'It 1111LIECO.Ove, � ' *'4 "OTECTIO" M MIucTs, uc-i "I:mn. ; I ,., !*"' T` , , W .� , . -*�'ERI$ REQWftQ.-Aj_J;1f_0 it 'n tii- "N' ,NkNNN.;r,:­ '_­,p ... � 1r . It L ,,,, . - ,�, I � �, I �.­ I .lie fiG1140k TRACI:! tot�Iiklrlsff IQ 1t14QQWAQ%O:_2Ait,I `�,..,r,i; f t.,_w1ji . � I ,� �, 11. ­ ­­ -111, - i� - - . _jK 1104�loo.4$t loo Nookift-itre, I �0- I I1 , . " , 11 ... " , . -��,-_*� -linaw-- 1�.�O,. 4.04--.40 "' ­­:l _,,,�­ "I I . , , f-z, -i wor, ,I Or Or , , � tit�` i`­­­_­i�' ­­­.­_­_­­ . . ­­_ _­­ ­ I _ I -, ', ,% � _ -, : . _ i � I I'"(NI I LVALL-WUNA"0141 1 ,40 .'114717ml It 21. TEST REFOR7$; LoNtUn miIIIII, Imp a,A,oiii: i.Dsh-wtiio performed under SSTD 12-99 standard as per section 160t1. 1 2 of We Florida Bidding GcKlc Uniform static iceds as per Section 1709.8-3. per ASTM E-330. Test reports pritioarild by American Testing Lob of South Florida. Raptors *0614.01-011 dated 0311VC2 witriossed by William R. Mehrier. P.E.. Boriz Morgi. P.E. and Honry Hatlem. P.E. and Report No. 0219,n1-oo, dated February 25. 2000. signed and ifeslod ty Edmundo Luripsespoen, P.E anO Henry I-lonont, P F I.arge missile impact and cyclic kjA(!fnrjsr4c, L`rot; cobs I:NS 2DI SO 203 as per soctit)n '.009.1.2 of the Florida Aoiklrriu(`o,lp fe-s 1 Report rvep wolod by Amercall, Testing Label South Floredso. Repan No. 1123,011- 10, datood Wivembser 23,20% sligined and "Died by JV30 E. Gor"let P.E. Tensile 4W report No 9CM-1 98 by QC VAIsSurg", Inc, dated March 13.2009 s gred and sealed by Frank Grate. P.E. as per ASTIM E-8 and Tensile Test as aver 0CMcIrfIlurgi.4IRspcmNo IOKM-1318.d:stedDecon*otl.210insigned ;rend spatitol by Joitty Jac)oferi P.E. as par ASTIA E-B. 2.3. STRUCTURAL ENNGINEERING-CALCULAI I , . : t,r, G01TVAMU(itil Stse'Storrin Perxq for nMhWm panel longlih Nee. design ,r I,.I , - I . s. as we$ US maximum anchor spitic-Ing vs. design wind load and partaill I o no! h b a sod on raftrit &i and com Para ti v & analyst a. and i vit accordsowe, with Soction 11411104111 of the Florfidsi Buildirg Code. Calculations priii,pared by Tiltsoo, Inc:, dated 1211 W10 and 08/27113 (for this mitolliken 1, signed 3nd s*aW try Wolter A T1101 1, PI 31 M15511.1 IMPACT RESISTANCE - Large missile impact uvular section 1iI -2 of vie I'lorila B%Akbrg Code, as per SSTD 12.99 Standard arid TAS 2011, 4. WIND I.-CIA95 REGOTAINNINGE: C,'Iqii (;n'1­aAi?a"1 Steel storm Panel has been verified to sustain wind pressures Maximum print length shall be as torid,cated on shoots 3, 9, 10, 11, 11 and 17 of 15 of Product Evaluation Document (F E 1) drawing No. 20.175 Maximum Anchat Spacing OPAN be AS eatlecated on shoots 5, 9, 10. 11, 13 thr.i 141 and t 8 Of la. of Pmoduct Evaluation Documerel (P.E.D.), drawing No. 20-173. , IS 14 ,age Galvanized 5leal Storm Panet has been verilled for caddis compurooe to AI ,is j Nicn-porous slormshiMet assembly, as per SSTD 12." Standard , `��4 11 ,3;0. va , . '. 17 ­06� -i 15�_ - C� , I �, A�___ I - . .!I , \ to ., II Z : " . z . .", z ­_'tr.A.r..�­,,I It I - S AiE ,,- I � I I-` oto. . ,,,�'� .� "'10RI ... 1� I �O�� �` - * - - , * , . keo: 5,16"Iiii- ­ MQ111I INALALLIAW 53NSTALLAIKAL Installation shall be performed strictly In accordance with "i's Indic-Vad 0111 shovels 3 tNu L%. 12 thru 18 of 119, of Product Evaluation Document (P.E.D.). drawing No. 20.115 Minimum separation to glass *W bass indicated an vhvulii, 3, 6 13, 14. 15, 16 and IS of 16. ON Pmduat Evaluation Document (RE.D.). drawing No. 20-175. 6. MATERIAL CHARACTERIS710ANO SPECIFICATIONS; !�t ,411 !,x; tt,oXi III tNL,;;vTderVI wKh Gerivirial:Notes :,vW Corixa&;Iw; ilodicaisic on shined I arld;i: of 13. of Product evalualian Document (P E,D.,l, drawing No. 20-1 75m Anchor spacifications; shall be as indicated on shoot I of 1111, at Product Evaluation Docurnsint (P.E.DI drawing No. Wi7& 7. Uril NTA`i JQN No rop_USE: 7.1. Shall be slifictly in oompillisnas with General Motes No. 1, 9 thru 14. Indicated an ~ I of 18 of Product Evalustloin Docurriont (P.E.D ). drawling No. 20.175 MPWW by 7**CO. Inc. arid Signed Vird setaisid by Waller A. TOM. Jr. P Er 7.2 Prodicl,shaill not Ise Insilollod w4hon HIGH VELOCITY HURRICANE ZOINE3 as ciallreivid on section 16202 of the Florida Building Code 7.3. Product shall only be Instalito Into poured concrete, concrete block. Sind wood frame struclovist Pwdvo t ,,i1,,;,jIqI,ii R(-;1Lr1,.,ri3P,irW L-j Waller A "171111t, Jr., P.E. ,;Florida Loccam; `4w 4;ifi,'l,pr,--Sxltkil1,i3*'1if+f!cr, Inc. (Flo,idaCA-0006719) . � " u, T r I I A, il,* " "-!`, -t,•, tT,i, ,,.,O1 ;10, Cil'yNONA, ,h,:i:'wli4;kw'-;;LG70A&$'PMi3.kLW.foGopbhl?51W"Rle "" "' - __ ­­,__­* -,--" - - ___ . _­­­__­___ .__.__­__ _____ - _­ f/A, 2/4, 3/4, 4/4. 5/5, 7/5. .y twJ10, ziik/w, 3W/10, AW/10. + 6/5 111 3: "I AWJVn #04 LIAL 64 MA '4041AAA C" S4VI A No 11 r %OA . 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I taa ♦ a \ ta.r1 t2 fa " Isr T^ as ar.r taa" tart «p ►a I wi ,.r._-- ,�wr,.,,w.•.Mr,tL I ., •a 7 � .L l i a" V IY 4 t A t.. p bi%T MClq'ip,.,rWx id i t .i.... 2AF4 ♦ 4 ' : 4,1tl l: ♦ N it.b Gi x6 . 1 tl• lr't'' 1•, t.a% i.. it ,..tA.r1a 'r P_. F• w.�r t' �- i .__ _, __ $! _..._. S_ u t • i i\t` t 4r ♦ k- M/ it i t rM t' N _ _ .. _ _ .._I?.. -...,... �. IIEI T! �4X1. 3! _ Id I i Il 0' t1 1 it t"' t%e A r 1 T A• a A 1 7 1A d ` '' f 4 Lr M%. r .. %n il' " %• r _ .. t e tt1 t a ,A - Y4 a c+ :+,., ,c ,n rl .' I. /r t to t r t r 14 tr 1a Ir .,'rotr It AM' r Fr a�lt. t f t r 1 , iC Nor '. t' F 3'�• tAPC,B LMh(G 1) +S' a' t 1W 8' It p lt. `. t/R a M to tt6 aA ar•Ni% tltll , MIAtrt la.• I ti9 1ti 115 Ita IIV GOO ,I,Ai' %r a •- L►. a' 1J a' n �L. w :, t wit, # it• J.t �,C/�'t .,{4 .1d.�1orr Wr 9iAM• 1R i�t AY' aIp t „„l I ?.. la a ILt I! W r7 + Y. : I r fi 4t w .. _... . , _.. 6 : T 4/ s t: 1 M r'y .,� , Is'l i , Ir f tt.,�t -AI.l' i . J _• •, I it • r W I. aM. a 1 > ,:♦ 1.4 MM'Il t- 1r • 10}•W:li , M % T M A "f" r° tP . /w A R f r i 1 1 f r 1 '� + T yt wtr .•a ♦a 1 • •a .. Ixa ... W (. ! P R'i"It , v _ _ t a W ,r a ri• a ] i i 1 . � r , a M 4. # P 4' �R Y: W T 4 J 9 ul' a 1 W 1 / 7 a% '4' a 7 A t 1 ) 1 ', d R tl x r l l y "1 LL": r I I , t", t t AV1 AIa ,• iI 1 1'd 1 4 t! . } 4 t , .' W F. .F _a 4' ,hiwXbK4tK 4 'l" 2 t 4 •i t W , )t t aF W 1 •i i f 4 '�. d C 1 aM r R t 1III_ It t t •• ) a: r .'Y ! 4•' tSi S Iha�4 _ 1 S us t t . M Y' i" Yr IQ w 2 M'w aWl"aaa .r allii s i c zwll'"' %.11 ,,' S': __ 7� n 1 @Q� .... „rRp .. i,., ,y .. IN' 5? .. i ar ANCHOR NOTES 11 „ wM.r 1R S:],I (•..t ■AMtVib(: ru ." ki r, : h C i '.. M 1 . -,f.r a 1 'a 2 a ,1r• art t •%� hLIA>Ar, i Lr,•il' a IS:FIF. '+%pI r•]# w41 W 11 .. I t. n ,Mom' ,, QpS I� ",.„„�,.>,.. •' i- womw w1 ; . _ C ?&k�. ' A . M T' a ri' ...0 A �, �„ C.,,Ar Is.''t" o '�. .!5,,...+ „!,�, .., -AY r ,+.,. wee.., . lg,lCo 'R,ii'j .Aut udA.ttaa, tl a aJ+' a, a:, 4 ttWc+Ca •. a'2 aC'aR',"t tti.e a . c w.] Jef x u � , 4 aa: d litd d0.G'' ",IM I ..1 In P blllAk .Lilt I tt `Mi,'1 ".(4 M„.,r.. �' 5,I0 �' C,..'. ;.I$ , VV -,... ..... i A.M.) Ya °:s 1.+ I . 1 • 1y ativl„,,., rI , a 1' N Pt }a 1]p \ .r; a ,Y tY 'A f ..Y 4 oc7it71F M a',at IrrllrWMd'AtNGFI ChY " rt26t9nw a54"t,R AltFreu$t9IAR l t q4, tT K A0N Trti 11+4t A tpt KdtiVFt tGAttpt'a,At d771Ni ! n . r 4.ta r R a M\ tAt Yf ♦ „p 1 t s Y 1 Ip Y.. _ _ "" 1' M, t A a1 t t %1. 'a 4!1 :IiW/ ) RAStt aAE $tar9S tISf0 /k Q7,PIdIYG9 ait14. 4t; aa)yrrttM. Et"tdmlaxSibh4 _r.o • win, >, ■ 1 T A(A 1uOri l Ai l r"Tt:' 1 Yi C Jt' qC fAht, . M% t W �",. •Mkf . rJMG 4p 1 ,...r. r� . , ''.� a i t1 i ar a b". t L1 _ Re A 1 A Y ' +1'iLY i�..�>I,I ( 1 ' a .. / 1' t ._N !R t t ,rtt: 7w Tr'Y I dt'Mwitl au awWl4t+Y 43e ISI i nr• r.'km« -."tl A,rV lAt.. .Nil '1`Y,r MN wr a at Ibr•/t'r•Jr• L K, 4 #Yf / t M rYi4 1J 2,,, t, I t Wit I. i -.Alai i �+....I � ��YIa, , ,3 RA a1ti r , T I. i4Q9' GA^G'G.r'4. 1i W 11Aa4fi1VCL IivN 14tr 'Olt'FSG' W1li . ld 1. s a t+ 1_ pd� . I Ill YYI p 1 4 l$i :: r,r 1 to itt 1 YM .i M 7A f �. e' 9 lt',' �,1 1.. t w l ' : tr i s ^i„ f.. %1V Va. 1 i , t'�`ai r Y 1I' f - 1 I 17 9 I A6 ItatFilFrOM'�iM 3MY tfptplipr. At+WatpnllMaT tp'llltt, allr9l'211f dICM'ALLI.A. t a r tt1. i IrA1a .,IAW.t tratw,l ICa9R tI+tr4r4 M1O AOMta 171E 4C ta:tUOAS 9tNCtliO Nala1 gala DTt4a •1 hit. a „ v..I rMu A. ,1.MaaG TG . ,)•, ar u,». rr vw•r.t G a• K,r.M,ap r<W i, r^"MC • •1 F YI t " • 1' , 1 ". aWa t a. ,,, 6'4 Ili a Y Aa Ca 71eY. .1talCt lttt ,06& ,i G.CI1I, A"A.t. uiM.i - It b t . ,- 4 ' A .: ".IY IRk . 3•If 11 ^, 'u a ,y .t I . ...- a _ i " .. _.- ,ia d ,t < rl uu t -' 1 a 71^at( aatt ( ,� Idll:.l4c rt, attm �, to la,t4! tt' �I( o w,•FfiF t115T8e4 bTti'YGklx�t ib WCM)7 WaA,tNi:. Fk i"` T1Aw 'M 6': .Y,b vnv mra WiY0.Ci A `,., u� y �-x Y'L,lo., ilw IV. t1r+RMYllj!IiArli Cf.AarFa°f/..0",AAr'w'•7 ttlr't11Xr"p„4, j, r,.rA7,,:,V tA;,W1tatoi1 ar4� ,raffia pb u► ,.T �r'� , , a alb' a . 4R A"l'� I ...S n r ''Iw' .+ Ir. *.. t \ ,,w yam' �IpI�I a. S T (S1. 1A 71 ,r ",.. r1�r rr91X h4'IiItGVOr 45r tm17::4'R'AiHtd" tlpAt6 7rLd'Gtp6a+(F t ,' 1r r A.919tM,T Alt< 91'llttM61A4A, w_ o•r bf I l t ; In 1 Y•'..�. Tr I, 'ut r ',". 1 ".... 1. ''tli`i'?�F. a a� , „ 1 6 1Cr wreaeARMiatTA4 ,► AleCa" llulCWilll4Gtti'1la►!.1g, WfX41 GM 1l of . f 9QN a tt tt • , G F396 Atr:7 i1Ak[ iX w100(t t ,w t4ft. i 7JT C(� t;W t,t +, i a, p i __,__� _-_ - f j1Wlt+:R WtYl+'",m."u„'r1•T.„iddli�at";D.rtl,Fgp rylp F'4.+S i4f7R t.AFAtIt}It i)ffhRY lrYai *+?iN Of I�`7E� f;! paM14 "AIfr "i i lr% a.v9 fa"At' Oat ITS W .AD :, Ili" :r ' I ^ It AIIWT Arai Ai1:"•4i AM O(NALF tAMURAtt .i.4, MIN 1,y1;,1.11i A NubY.#"%"at I1 111 'W f 'I4C M 1 A t Pr W MA <h 1 ukwL . Asy .,A'.• •7' a r4, f .. ill aw,l A 1 ♦ tM r'. I L, d1iW ,"A a Y, f e1 4 r a AM1.tfrMN,, �'" '2°•3i1J*13..._ of " ,al" A ,• + p r.a o(7r +ro, aA .r p T Mk A ► ••Stu ,atra ,rldaa., . a»Alf r •4x+ is ire \4. t[a� a X T] I lawi VV rC"k; Ill L41111Ki 'Y p'rt", . p #W#i'.wRF II i. rA'k'I4ta1CJCA1}'IMFa 13h:',- 'i4 lra •41'wlltY 1, hW 1.+t,G409:41KIk'. W-.14#AW M,Tt AVChi1MAVA$ IMaeil 6ttt rwtAfdr::.!°iG. Maht W.Y;ar1,a•a• t:twltllTprWrel. t1 IrM" Ipil(n'*,IMTIC'ar to4Kir pf4Mgl FD F(.a WW "Nall Tai4 •:\rl47tl,D401htlae 4^t ..2A L3 (r., _ . r . ._ .__ ___ - _ __ �. .. I Q,.) Cll }' U Cll " ,0 2C- (ll ct o M -0 n- U) () 2 ('�3 Ur1 0 OJU -0S) _� 0 0 _0 U_ C�` M`� Q) S._. Q (TS . 0 - E z z W J (n i QJ rill 1% W v 1 > � «r/ i� Q 0- 11< C • i, rr IL O Ill nN ' .. W m ellllllllllllll- V 1 L. W T 1 Z .,_wc I l SHEET NO. SH 1.5 THESE DETAILS ARE GENERIC AND MEANT TO SHOW G 311NIMAL rLW5`i `lING AND WATERPROOFING METHODS TO BE USED Ttr UMEN I PLASTER 17 mot DRYLOY CMt) - PIASONRY Fit XX IEXI HOWL wiNraaWv FASTFNFR - --- 1) Sr AL ANT At WINDOW BUCK TO OUTSIDE EDGE OF MASONRY BUCK 2) sirk ANT JOINT 5) SFA[ AN I f M INSID17 FDGr Or WINDOWiFRALOF W41400W DUCK AC HOSS WINDOW BUCK ANULXILNDIO 10411NOM FRAME MA$ONRY AI I A0 +0 PER COD E 6) 1001 [ 1) 91- Al AN I WAD W1WING (',I AnOING AND WINrX)W, 1,RAMF 3) Sk- At AN I WIN(K)W FRAME MNL)$,)VV LAUCK ALL I HE WAY WOUND, INCLUUM SILL, SCS 06 V.) CMU INSTALLATION 6 PUINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAM. SiLL AND HEALI DE I Ail- APPROVF054111FATZING APMOVED HOUSEYAW Sl RUCTALATH TWIN TRACK 2.5 31C CEMENT PLASTER 12 Mit (min) DRYI OK rxTww, APMOVED rLASHING TAPt' WEATHER RESISITIVE BARRIER "0 FATH R VF BARRIER tAlRil Y S17CURF WOOD FRAME CONSTR. EXTERIOR SELF,A01HEREEIFLASHING, SHEATHING BY I APPING DOWN OVER R110.101ST AND LIP, WALL BY it iN WLAIHLti RESISITIVE BARRIER Sir At TOPS OF J1101! UNUIzA UhiCKING ED FLASHING (err r)rTAI1 WP07) HEAD FLASHING TIE-IN INSTRUXTIONS' 1. Cut, fold up,1 temporarily secure weather yd resistive barrier above header to allow for limshinq installation 4 501`-@Uhero;U nasning plus head nasivol; unue; weathpr resistive barrier 3, FoW weather resisuve barrier back over head 2; flas,hing andsp;fl with tape SELF -ADHERED FLASHING Scale, NTS FLANGED WINDOW Ft A;' -ZING iW;TAl t.A'[nN AFTER WEATHER RESISTIVE RARRIFIR IWPO1 EXTCRIORSHCATHP-4 COWATO&ITY SCLrA0iiCRCD rLASIONG DO NO I FLASH OVER BOTTOM NAUNC `SELF-ADHEREU FLASHING HALF ROUND WINDOW SINGLE JOIST SELF -ADHERED FLASHING NAli ING FLANGE 1?0-I F ADHI*RF-0 1' 1 2 8J 7- DOUBLE JOIST VVOOU BEAM BELOW SELF -ADHERED FLASHING SCS06 02WINDOW FIN INTERFACEWITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL- PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE RLQUIREU ULHINO 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 Mist of Instructions below 1. Install self -adhered flashing in older as showf'i by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3 Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimI70scaring cuts 5. Remove all release paper per standard Installation instructions and adhere to 5ubt;tlate using a square piece of flashing material (15" x 6" Minimum) 6 Folcl as shown by arrows 7 Angle of coinei may vary, adjust folding of the flashing accordingly to fit tight to corner P. Moch.'Artically fa%ten as necessary 1r2"DUROCK 81, CMS 4" OR 8" CML) (PER SEAT DEPTH}---- FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN SLO PF I_, A (2) WP07 1 "-4" PER PLAN 1 "-0" PER PLAN A- � . . .... SHOWEP, SEAT OVLAitlLfi, I 4f,41b I lVt FIARRIFIR __­ WINDOW U NIT FLASHING REQUIREMENTS --------- - SLOPE 0.3 in - 12.0 in R7U3.1 General. Exterior walls shall provide the bu0dinq \vith a weather resistant exterior wall envelope. The exterior wall envelope shall ?Lea '- I" BFAD OF CONSTR (0.6 cm -. 30.5 cm) include flashing as described in Section R703.4. ADHESIVE T'O BE APPLIED UNDILRI SELF-ADHE RED I` LASHING rr THRrstioLD or DOOR AND f tL I URN V11 JAMB 6- L)SE LIOU(Ll R703 1 '1 Water resistance The extorior wall envelope stall be designed and constructed in a manner that prevents the accumulation of water NAIL 1:$HAN U QH tWAL VVtAI HhR FXTERIOR PRoor CA01 KING --CEMT. FIN. within the wall assembly by providing a water-resistant Wtilier behina theeAteli Qladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. Sili NIIIIIHII�IIASHft, BUILDING PAPLP ­4 > WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, flee fromholes and breaks, complying with ASTM D226 for Type 1 felt Do other -7. 7 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 Uoper layer lapped over the lower layer not less than 2 inches Where Joints oCCLI(, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturees installation instructions. The No.15 asphalt RIM X)IST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building SELF -ADHERED FLASHING EXTERIOR n0OR WITH DECK - SECTION A C %4*. I'RFAD OF rONqTR fly ADH41".51VIL 10 13L 41PULD UNDLI1 - T I IRF'0' 101 D OF DOOR AND R F T0Rh UP JAMB Ir, LVSL LIQUIU NAIL BRANU on r (,A IPA wr ATtirR Pfmr irw PI xwry SECTION -A (SEC DETAIL WP02,1 SFI F-ADHFRFD Fl ASHIM, 'MEAL. TOPS OF JOISTS UNDER MCKINU (SEE DETAX VM7) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK gHEATHINA SELF-ADHER SELF -ADHERED FLASHING OU I SIDE CORNER F- n (n > M Q. NT z z _I CL LL Ct Cr U-1 LU n F- V) 0 W U.11 Ir CC < W LIJ (n 3: 0 U) % 4 71 appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. R703.7.3 Water -resistive barriers, Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall iriclude a water -resistive vapor -permeable barrier wish a performance rat least eqoivaJent to two layers of Grade D paper. The 2,, %­4 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 Exception: Where the water -resistive larder that is applied over wood -based sheathing has a 'water resistance WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WPO 3 baf"i-Ilial lo or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, IVILCHANILALLY FASTEN IF Filisa-SRIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space INSTALL SITI-F-ACNO NECORNERS ADHESIVE ASPHALT ADHESIVE F LASHING JAMS & W-41) NEEDED INROUGH SELF -ADHERED / I.. R703.4 Flashing, Approved metal flashing, vinyl flashing self -adhered membranes and mechanically attached flexible flashing shall be applied I LA!A iIINQ. t;L L LASHING SCL r-Af.)HrnrD rLASHING - - - �, FLAArIEDWINDOW shingle -fashion Or it) accordance with the manUfaCtUreCS I nistruct ions. Metal flashing shall be corrosion resistant- Fluid -applied membranes ($CC OCTAW WPO I) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components RELEASE PAPER I belt -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with 3FLF-ADHEW)FLASHMA, 411110'Oft FOLUMU. WORL the building wall with a sealant complying with AAMA 8UL) or AST M C920 Class 25 Grade NS or greater for proper joint expansion and PrLCW PAPER Tn fXr'0t.r EXTCHO A A-0k V,'0W , W4 contraction AS T MG1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied mpmbranec, Used as W 91 1C.At 140M BUTTOM Or flashing in interior walls Shall Comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish Approved flashings 10 THIRIESW11) shall be installed at the following locations, 1. 1.Exterior window and door openings. Flashing atextenoil window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703-2 for subsequent drainage. Mechanically attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the `2) following: .5 1 1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration , manufacturer's instructions, in accordancewith the flashing manufacturers instructions. Where flashing instructions or details are 4 not provided, span flashing shall be installed at the sill of exterior window and door openings. ngs. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent N drainage. Openings using pa n flashing shall incorporate flashing or protection at the head and sides. 7 1 2 1 -1 In accordance with the flashing de sign or method of a registered design professional. SELF -ADHERED FLASHING '13 1 3 Inacrordance with other approve-d methods WPO5 INSIDE GORNLR WPM 1".1 In accordance with FMAIAANIA 100, FMA)'AAIAA 200, FMAtWDMA 250. FNIA/AAMA)'W'DIVIA 300 or FMAiAAMA/WDMA 400 2 2 At the intersection of chimneys or other maswiry construction voth frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal ,copings and sills. 4.4 C0111tIF)LIOUSly above 811 projecting wood trim 5 5 Where exterior porches, decks or stairs attach to a wall or floor assembly of wood frame construction 6.6.At wall and roof intersections W I I HV 1SIdIlt 13 1 1 7 At built-in clutters. 1 F-ADliFRFr) F1 ASI IING TCH HLRL D 1- LASH NG 2 4 ;t, 7 PLASTER STOP - CONTINUOUS BAC *KER,,--- R(X) &,Sl­X AN I FOUNDATION WEEP SCREED N I kill, OF W DRAINAUlL PLAN'. WIN' V.)ND BREAK WRO WW DP WFS ONTO Tk IF VFRTIrAt SlI IRFAU TO TOP OF N t,ANGh M AN AIR PARHILH 347 INCH FLANGE I At 111... THIS GAP IS A RESULT OF NA ONAL SHRINKAGI- DO NOT SM. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER LEGEND SELF ADHERED FLASHING (W) DRAINAW PI ANF (0P,1 WFATI IFR RFSISTANT MRAWK (WAfi) W)Nr) ARFAK WFATI IFIR RF'RIS I ANT MIRRIFF-i sr I r FURRING (Sr) I ATI I F1 ASTER WCFSSORY $HEATt1INQ,'C*8'. PLYW(K.10. 0k:N8GLA$8 Ile s are Lath Stucco ■ STRUCTURAL FRAMING 1;zl%Ml URAL -$HLA I Hft; [)RAWAC AfL PI AW WRri ROW RRFAK WRB SF I-ATI I k$ I bk 101' LIN I 1141.10ijS BACXER RQU �,A; A_ALANI MENTITIOLIS FINISH Cement Plaster in arcorairince, with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. plaster 7/8" (;anent Plaster in act-or-danc-e with ASTMC926 Fell backed metal lathe in accordance with ASTMC 1063 Uuilding Paper 16" 0. S, U sheathing MetEl Flashing Wee:) Screed Installed As Pei Manutact. Space, Maintain Bottom of Wee1i Screed to Above Roof Shealhing WEEP SCREED DETAIL SCALE-. NOT TO SCAI.F 4­0 (1) (1) Cf) ­0 > (3) C) U) -0 0 C::L q 0 (D C 0 - ILL 0 C,0 %4­ C) M > 0 U) Cz 0 L4- cf) CT 0 Virat Review Assist, Inc, d Plans Re sew completed and @Wa th 292F13C 71 Edition for compli 1 e w, a c hvI ebra Ariliethe Klahr0 pX2300 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with AST M C 1063 Building Paper // 16" U.S.B. Shorothing Stampede or similar cauk bottom )oint only Weep Screed Installed As Per m4llufdct. Specs. 1/2" Cernentitious Decorative Finish All inside and outside Corner will need tO be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all (D C_ U) CC 0 CL 0 =3 _0 0 1. C/) M co z < CL SHEE [NO. WP1,0