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HomeMy WebLinkAbout6471 Beverly Hills Drti V ri a n ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER cJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR - FLUORESCENT �! FTG - FOOTING - FR DR - FRENCH DOOR GALV - GALVANIZED JUN u 2 202Z GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM SYMBOL LEGEND: MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR -VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD CA = STAIR CALL OUT ' HEIGHT OF STEP DOWN \\ = FOOTING CALL OUT - SEE FOOTING STEP STEP SCHEDULE OUT _-ARROW SHOWS O= KEYNOTE CALL OUT DIRECTION OF VIEW 1 ELEV NUMBER A9 CD= PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER l <------ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A 55 2 ------ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al3E--SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NARam LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2382 ADS 1V»C;0.1CCW[Q :/_1k[ei VERSION DESCRIPTION OF CHANGES 1.0 CLIENT CHANGES 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 3.0 MASTER CHANGE UPDATE 4.0 PERMIT COMMENT REVISION 5.0 TRUSS CONNECTOR REVISION 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 8.0 ADDING K, L, M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 STAND 2ND FLOOR PLAN A2.1 SALES OFFICE PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1 ST & 2ND FLOOR ELECTRICAL PLANS A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS MAY? 4 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Flans Review completed and approved Mr compliance with the 2020 FBC 7th Eu:f"tPon by Debra Anne Klahr PM00 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. f a° N O N co ip S Ill �V �{ AR001 0 Q ° zb 0 't w o z Q ^ F } Ln t� 70 °D M E.L- " r o O u o _ O O �o Q i U6� �tnn` V w Q:;� 0 EM W L O� a r- F- a -o W W w WWQ W `� wg�ez U-00,0-j0 LL Q ¢j F- U QOX J0)0�of =�D�OLL'O-OOmQZQQ C�00 (n O Z 11) Fn Yo_Zz�pW00 J Q Q 0 W Q- W z d L� Q0W g�F �YZ�Q Q C)0 a�Q� oa >1 O O CV Z OW i(no F- cM O Q U) M � qq- LL QWQLt? a M aU<00 Z F- W W JC:) O N N 0 N N 0 0 m IV-� W 0 N 0 N 0 N N N CD 0 N 0 N 0 N 0 N 0 N 0 N 0 N. N� lob A a0 CDN A O M M 0 cr 0 ai 0 � 0 r �- CD (� V C N c) M o d' CD L6 o G6 C) I� 1 1 CO rn w Z Z O O _ WWF-> ow%n w o �O--o- oWo Q OWHQ LO -0 //� VJ zW h r < Q =moZ Z N ('O!zIII z 00 ��zw M Z Z LL N 0 a 0- W WZZ Z Y<o QU J a OU 0 W � Q Z z w W N N LAST PLOT DATE O Apr. 11, '22 Z 0 COVER SHEET } e, FOUNDATION PLAN- ELEVATION B 1 /4'l _ 1 1_011 PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE 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. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R p = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS O KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9-1/2" WIDE RECESS 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN REF 7� WASHER O W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY MONO FTG 16" x 12" DP (2) #5s CONT. MONO FTG 16" x 20" DP (2) #5s CONT. PAD 24" x 30" x 16" #5s 6" ODP I.C. EA. WAY MAY 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O 60 FN a e o Y 5 CID LID /'$I 001 z W O 0 w z W K E L 'cz '0 Iq O Q CIO v Gl a, C'7 ry N ff'' n 70 U 4) EE. ro 0` 9 0 _� O a)Q •Ln �4V U W Q � �; E C? L o W nW�// (' W LL LLi W WF_ � W��z� af��_�0�w U-000,jo Q U Q ?OXJZLL�Q2200H- Ov)W09OZOEOOmZZU F_ 000 L z _jF(L ZYozz 0W0 Q�wO��� �W62a. 0(L OW o Z) 0<Z9Q LL Q O Q LL O O N Z O� 0 (Do Q�CMO LO z>U)L.L"t QWQ�? cr-CLM T_ O Q } Q Z V 1.- Z W J O O N N O N i N O O 00 C4 � 00, O O O T- O O N CD N N O N O N O INN O N 00 O Ln r M O A � N O M co 0 0 06 0 O O " 0 CO 0 i= Lo0 Li J 0 0 N O M O 'q O In O CO O I- c- ' 0_ Z Z00 z O O W0E- QW(n �� O vo�Q ��W(L LC)� zW�� Imo- F_ ij� i— = z ('V '= V Z � w 00 ct �2Zw >- tY 2 M IZZZW M W N OQ�z Q U�Zz LL ZZ F_ U Uo �- O m w Q z Z N N W LAST PLOT DATE >O a . Apr. 11 , 22 Z O FOUNDATION PLAN B In A S3 8'-9 3/4" SH25 HD AT T-4" EGRESS 30'-0" 13'-3 1 /4" D S3 CD 3 1/2" 5068 SGD 00 Cl) O BRG d WALL T-11 " OWNER'S SUITE 13'-0° X 15'-11" LIVING ROOM 8'-8" CLG 15'-2" X 16'-3" a BRG WALL 8'-8" CLG 0 ^GG S3 7 5/8"- 3'-4 3/4" 5'-6" 4'-6" 14'-2" 1'-2" NOTE: PROVIDE 1/2" PLYWOOD d 2 _p DRAFT STOP IN FLOOR X8 WA L TRUSS SYSTEM FOR A CPT. MAX. AREA OF 1000 S.F. ;LE TILE (PER FBC R302.12) DRAIN _ Co __= KITCHEN -- 2 KNEE co --------- SHWR HD L 9'-7" X 14'-2" WA TOP` & VALVE UAT 3 1/2" w REF 8 -8 CL N CP I A75 fl I BRG �I Y can WALL ii q _ CAFE 13 OWNER'S u o _ 8'-6" X 14'-2" RANG 2868 BATH OODE W/ a s �w r 8'-8" CLG CL J S3 O TB i M TILE ---- I P P NCPTf. LIN. 1 a7 2 L12W_ w `V PLUMB 1 A3 STACK WALL q 7 5/8" LO 3'-4 3/4" T-7" 1'-11" 5'-8" 2'-10" 2'-2" 4'-10" 0" 3'-6" a I W.I.C. M TILITY I DRYER o0 00 ° ° ° VENT N N PANTRY 13 °� I HANSEN I 4 A7 _ 1 m I D _ _ PWDR BOX W/S AT GG cn LID BATH Uj 6" WALL 60" AFF ao S3 a — — — — —� CD 00 RG 2868 S & R WALL N 20 MIN FIRE 0ID ° LINE OF _ W/H 4" INSULATED RATED DR `v FLOOR P 13WALL W/ WEATHER ABV - STRIP 3 2X4 r22"x36" B.U.0 W/ — �— - PROTECTIVE I ATTIC I HTT4 AT - BOLLARD L ACCESS j BT))M & MTS20--_-_-_- d 4" INSULATED AT TOP BRG. WALL 9 TWO CAR GARAGE 42" H. 7 _ 19'-3" X 20'-0" A SLOPED HB 2'-3" 16070 16-0" 20'-6" �• ®s M I '- 1 �'�� FOYER ® D UP A TIE BM I/AT 10,-0,.a HD A v M 7 5/8" I~o CV 7 5/8" v (V o F= Q I o 3'-1 Ti " 1,_ Zo ENTRo CI A" _N/ C�_ 01 W - 30'-0" 2'4" L 4'-4" FIRST FLOOR PLAN- ELEVATION B 1 /411 = 1'-0" 0 Oo LO 3 ILj NOTE: SEE SHEET S-11, S-12 1'4' 2'-6" V-4" '2382' FOR LINTEL CALLOUTS & DETAILS m� w W Q TIE BM TIE BM AT 10'-0" 14 AT 10'-0" 5 bD m0 wI.- F ¢ OTE: ROVIDE NSULATIC ALLS AE O ATTIC NOTE: PROVIDE F INSULATIO EXTERIOR INCLUDING RIM JOIST FLOOR AS; 1. SEE SHEET S-11, S/12'2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAN- ELEVATION B 1 /4" = 1'-0" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45° UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. 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) F STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/ 16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 30 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 SQ. FT. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN ' (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) 40At 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Pans Review completed and approved f`' ---or" li ni e With the 2020 FBC 7th /-,nI' o K!ahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 e 04 N 04 ! Y �` F �`= -O e U') a g CD co U) �...l a ¢ �d O ❑ w z N N LO ", E -0M 0 W L MN >' N U �_ 00 M A' E s o Y/ 2 O o V! 0 LL o Q 'tn U Lu a: E W L � ri a W W (� W ❑ L uS w 0 1-' w�Q ��_j of<z0 Z 0fD__j�O�I3f U-000J0 a U a I— 1- <ax—'zof OZ2001-- Ci It96, tR00m0z U O (%) Q Z cn�D_> WLu�v��of<0 _5 Q<0W �Zwz0wUoa W Q0W �H� gwp2U 0 �: Q z ¢ < ¢ � ¢ It 0 u_ 0 CV Z O� i (n O Q1..=M0 Q (/) M � �W�ti Q W Q U� F_ M QUQ00 Z z� W J O } ti N o: 6. (0 r 00 r 0 N 0 CV 0 CV �— N r N C)NCDC14 CAI' N N C) N C:)C14 N N N Cif N o0 CDr Lh ob CD A r N O M C? O Co r r O CD 0 jo . 041 . M . 'It . LO . CO . I- I I I I CO VJ Z z O W>- owv) O UoJrQ .0 (li F_o z CL W WW� Q Q Z� � Q ~m0z �=z v L III Z 00 >-Z>z° >-IY2 LL Q M w N O Q h J2z a U0->- W Lzz z z F_ U U 0 O a a ¢ zA2 z J W O C) LASTPLOT DATE Apr. 11n 22 Z�J O 1ST & 2ND FLOOR J PLAN B STAIR SECTION 1 /211 = 1 1 -011 SEE SHEET ST FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL 1" NOSING >I 10" (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO (SHEATHING AT 12" O.C. W/ (2) ST)UDST((11 36 STRAP EACH CENT�STRAP EACH SIDE) I12 W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN ilk NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. MAY 2 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approve) for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ` ; O N } f 0 f 00 LO " 05 a �* O a NwN I.L Q z /VI W O ^ O U N W M V) v Q 70- � � _ O O 2 o Q �60 —t aV) w Qv N C n, 00 E W L C) rNi 70 a C3 V) �LyL rVWn "O-xO ow F-QWOz W-i WQw�Z �WQ H YOOO ¢7XJU���O �Q I- QiZLLu-Oz20HJ 0WV5ER ��m aW Z ¢~V z CY Q > zLLOvaQ F¢O Q WO�JdzY 0¢ LL �_�w�2cU) OW O0 Z) 0Z§ ¢LL ¢ U-¢ Q O N Z O� >cZ)o M O Q cM U? LL Q W Q U') M 00 < >- Z V I— W W JC:) 0 J N N O N ti N 0 O 0 �i �/ Cp r W r O N O N Ot— N N N O CD N O N O N CD N O N O N O N O `00 O U-) coM O r r N O M MN O O O r r O O � c U. �1 , u� i 0 d C'llI 0 CnI 0 'It 0 O CO O f- r ILOI I CO I z z O 4-0owu) w O Uo;Q �0- Zw�CKWQ H Q z� ~CO0Z = F- = z f v Z J > 00 >-2zW M CLZZLL M W N O��z Q Ua}� (n Z Z z ~a0 Z U U J 00 00 Z Z z w J N N W O LAST PLOT DATE 0 > . . Apr. 11, 22 Z �' J DETAILS C 0 c 4 FTF(-I= SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B 1 /411 = 1'-011 d- M �9 CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A �1P 30'-0" U U U 0 U U 0 U=1063# �� E A 11 lz U=1063# A6G DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 A4 A3 i BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED ¢ I ATTIC ACCESSI A1A AHU Al Al A3 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A5 U-1 UM# U=1008# EJ7A 171 I 4 r A7G C3 U Q m < 6-0" 12'-0" '-2 1/2" 7 7/8" 19'-10 3/8" U CGE 10'-1 5/8" SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B 1 /411 = 1'-011 SHINGLE ROOF 112 51 12 HEEL= V-0 1/8" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD /--3/4" SUBFLOOR WALL HT. BASED ON 8'-8"I A.F.F. 1 HEEL= 4 1/16" PLUMB CUT/ 12" 'AP CJ1A CJ3A N CJ5A N r; I 0 0 N CV 0 1!2;, 12 2X4 HANGER CHART J L = LUS 26 (SIMPSON) Total Truss Quantity = 95 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 3Y DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOF 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 CARR) 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 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed • ap for . _ 2020 Edition by Debra Anne Klahr PX: A"T"TEN'TION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to 60' Span Spreads Bar 60 degrees 41 or less 112 I 1 2/3 to 1/2 I Tag line r span approx. Tag line - span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BOLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SP D /TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for AKE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY - • • • ►�i�i�i�i�i�i LOAD DESCRIPTION INIT. DATE Wolf created from 7A2 2386B A.S. 2/16/2017 R/01 LC9 JTH 12/13/17 101 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 REV. RE'S JRH 8/30/18 RB01 REMOVE SCAB FROM B2 JRH 9/5118 RC01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RD01 UPDATED FOR LCA SHM 1/18/2021 CARPENTER CONTRACTORS OF" AMERICA 3900 AVENUE G. N.W. WINTER HAVEN FLORIDA 33880 PH❑NE1 (800) 959-8806 FAX1 (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC OTC LOT BLOCK DESIGNER PAGE A.S. DATE 2 16 201"7 LAN# SCALE N333525R 1 4 "-1' N ... v�C 0 00 ARO $. Q w 0 z N > 0- o W L. *= 0'm U � M+ N VO U 70 M W = Mo O B 8 lL Q •� o o d U T aac .N U LU Q: W L cO 0 E ni 70 '� , O a a, 0 LJJ iD LLI W F- a of 2 J it z 2 z OLL -�cn��c01) LLL QQ0 Q U UWX z�IL0z20F_ 0U)90zOW00zz � O cWWim o(2WWw¢OU) Wy o��WQ 0- LL OW Z)02zg¢ LL ¢ 0 ¢ W O N Z LLJ O I— > c= o OF —MO <wCM� IT w LL. r-_ b co Q Q DO Z V I— Z W Jo O CO N N O N r- N O O O Cfl -r--- W 0 N 0 N 0 N r (N N C)CD C) N C:) N C:) N C:) N C) N C:)N N 00 Lo 00 M ,— O 0 0 C) o 0 � o o 0 0 M 0 "t LO LO 0 CO 0 h r N CO �^ w Z Z W O C)W_��_> to W 0 v o >Q LO -0 � F- z 0 wW w X�� Q =m0Z F- z (D z�_j N W}Iz2 >-2zW M 0—ZZLL M W N O_52z r' cn U) z �Qo • • se z U aaa Q J OU 0 a W z LU J N N W /^ O 0 LAST PLOT DATE > Apr. 11, 22 Z 0 2ND FLOOR ROOF a_I FRAMING PLAN B ROOF FINISH PER ELEVATION 12 15 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 DE TAIL L3/4 E61SOFFIT - 1 -0 ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5.9 MANUFACTURED ROOF TRUSS MTL DRIP EDGE .o ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 3/419- 11-011 N o T CV 1 N CN 211 2" 1 11 FALSE FOAM LOUVER DETAIL TYP 8 n 6" 1" 411 111 N N O -0� 1 O - 1 00 EPS ci FOAM BRACKET DETAIL 9 , PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H10A 2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" _ 12 T.O.M. A-,.. —15 ROOF SHEATHING (S)A23 MTL DRIP EDGE 2X4 SUB -FASCIA '.p 2'-0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3116" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 10 3/411= 11-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N o 0 0 0 0 "8- 1'-01, 1'-01, 1'-01, 1'-01, LEDGER DETAIL 11 3/411 = - 11 4" STUCCO BAND WEEP SCREED —� C9 o W N = _z 2 1'-( 4" STUCCO BAND 5/8" STUCCO OVER MASONRY- ----------------- CASING BEAD 7/8" STUCCO WITH WEEP OVER FRAME SCREED OVER FLASHING 8 A5 12 5� ` FRONT ELEVATION B U1/411 = 1 11_0111 ELEV AT 8'-8" T.O.M. `r -- MID WALL WEEP SCREED 5/8" STUCCO �- OVER MASONRY ELEV AT 0'-0" 1 ST FLOOR FF `-GRADE LINE DIR(EAR ELEVATION B 1 /8" = 1 '-019 SHINGLE ROOF 12 v r. _ - ELEV AT 18'-0" t T.O.P. V-0" CASING BEAD WITH WEEP SCREED OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF _ ELEV AT 8'-8" T.O.M. WEEP SCREED r nuu�um■um�um�luu�um�um�um�lnu�t��u�luu�luu�l�m�nm�luu�uu��l�u��luu�um�luu�um�um�um�u.� I� ml�i�m�mn�mrlm_n��l�nlrmrl�m_.ri�i�m�ur!u■ir�n�i�nl■Inu�lml�i�rlu�mn�iml�l�m�imi�len��in�l�uirl�i���l�l�nl�i�ELEV AT , T.O.P. W : lun■Inni ■ ELEV AT 0'-0" Adk 1ST FLOOR FF CONTROL JOINT z OVER FRAME CONTROL JOINT 2ND FLOOR FF - - - - - - - - - ELEV AT 8'-8" OIL %/8" STUCCO T.O.M. OVER MASONRY MID WALL WEEP SCREED A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF RIGHT ELEVATION B GRADE LINE 1 /811 = 1'-01 1 ELEV AT 18'-0" - - - - - - - - - - - - - - T.O.P. 12'-0" 13'-4" 12'-0" o w C,� 7/8" STUCCO OVER FRAME ELEV AT 10'-0" z 2ND FLOOR FF JOINT 12CONTROL 51—i ELEV AT 8'-8" T.O.M. A/C UNIT �5/8" STUCCO AND PAD ' 2'4 - OVER MID WALL MASONRY WEEP SCREED ' ELEV AT 0'-01, - - - - - - - - - - - - - 1ST FLOOR FF GRADE LINE ELEVATION B I�LEFT AY 7, 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra. Anne Klahr PX2300 MM 15'-9" 7'-4" 6'-11" 0 -----� -- SLOPE 5:12 SLOPE 5:12 W a ON J 77 U)Lo / 10'-0" R / VENT — 6'-0" RIDGE VENT I SLOPE 5:12 L— Tit -- 1 /811= 11_01 U 1 /811= 11-011 T-0" RIDGE VENT SLOP 5:12 I I W SLOPE SLOPE I OJ 77 5:12 5:12 cn Lo I I I — — — —j SLOPE — Co FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF 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. 1300 (1/300) " 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1197 SQ IN ATTIC AREA 2 = 445 SQ FT VENTILATION REQUIRED = 214 SQ IN VENTILATION PROVIDED AT RIDGE = 108 SQ IN VENTILATION PROVIDED AT SOFFIT =425 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 VERTICALLI) 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 N a .; �b` y 6k., 'm0 Z a o N 4sa YY o 00 LID � A� 01 g0 d$ ' a w Q ^N > o ^ o W L '= �O c2 U , MN 5 V) V -0 M s✓ L 0 �rn � O 2 O LL Q d } < 'V) V W a! Mo W L. E m2) W W LLi w lo- W~ w�22 W J IO Z ,(9 Q Q V?pXJWpZmp❑�Q� xO02",oaUOJO U I- I- 00 a )0,OZZOF00mZz u)LUaWv5wwFinWXap� U) 0 Z III LUwoWcv�°¢ ¢~<U_ ow YZ a OLL Q ❑ =O ❑FQ� i O O N Z O I— / V! O Q F: M O Q (/) M � (j) LL ti Q W Q L0 �WcCCM 00 Q Q Z U H z W W J O Mj N N 0 CV ti N o 0 co 06 v o N 0 0 N N O O N CN N N 0 N 0 N N 0 N C7 N N ob O L6 r 00 CDN M O M co �t o co rn o o o r- 0 co 0 r� c 'cLn 0U-) ; o 0 CV 0 cM 0 It 0 In 0 Cfl 0 f­ vJ Z z O z O WUt~-- Win LU � }_i O vo�< M a W -0 Lr)V J z W F_ �M0z (� Z [V 0 i'ZZLL <�0 r7 �QQI- LL (� w N OJ2z r Ua>- W Z Ea0 • Z U � OU O W a z Z z W J N N W LAST PLOT DATF O Apr. 11, 22 Z EXTERIOR J ELEVATIONS B & ROOF PLAN ELEC METER FIRST FLOOR ELECTRICAL PLAN B 1 /411 = 1'-011 SECOND FLOOR ELECTRICAL PLAN B 1 /4" = 1'-011 1 IP.IC !lC O/l/lC ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 00 #15 copper to lights & outlets 1 00 AMP 200 #12 copper to 20 amp ckts NO #10-2 copper to WH 00-1 #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS 1 T R ` VIRTUAL REVIEW ASSIST Virtual Review Assist, I MififfeTalloWARMOR _ 11. ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° 4 1/2 DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz kS SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR E)= 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6- SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER -� DIMMER SWITCH AT 36" -{] PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE B CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE �- WALL MNT FIXTURE NOTE: ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE USEDIF O 50W PAR30 NFL 6" WHITE BAFFLE APPROVED BY Q 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR O SMOKE DETECTOR -U-18= UNDER CABINET 18" =S-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" -S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9�: 24 24" VANITY LIGHTING F,—= 36 :im-� 36" VANITY LIGHTING 48 48" VANITY LIGHTING O EXHAUST FAN/LIGHT ® EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL ®V VACUM OUTLET AT 12" WA CEILING RETURN AIR CS A/C REGISTER OT THERMOSTAT ® SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. E+ ^N W > (D K o L '0 '? 0 N M N N � N V a A' W � O 2 O -L o O u o Q �N }4t W co M W L O rNi O� r— a a V) LU (D W C] -j Q W �� QJ�O�rfWLL00wO w0~w WQ w zW of YOJZ Q V 0x()W (3 OZMO0E- zz wow9ozoE00oo w QpW ozWzO QesQ! �OZa—www5�WW a Q 0::)0Qz 0 Q Qw wQ O N z W O I— i (= O M O Q U) CM � U LL � <C W Q Lr? M Q U Q 00 z W W JC:) O d' N N O N ti1 N 1 O O< 00 (D 00 0 N 0 N 0 N N N O O N .O N O N O N O N O N O N CV '00 0 U) 00 O t7 N CD M co d- O r- O rn O O r O 0 (0 0 ' O •L 0 o L L(, ; O LO `i N 0 M 0 d' 0 to 0 (fl 0 I�- �— Cr M w v, Z z LD OW W I; O U0-a it i `.V) IIIl— Q z X H Q W O z l!=nn�-=z V J N z Z 0y� MW l Z CM W fV O 1 z z U �- U) Q0 ■ ■ U Z � U CL O O W Q z Z z w J W N N LAST PLOT DATE > . . Apr. 11„ 22 Z 0 1ST & 2ND FLOOR � ELECTRICAL PLAN B 1" FILLER Co - 1 60 m 2'-6" 31-01, 2'-6" 2'-6" T-3" 111 FILLER KITCHEN " = 1 '-O" 1 /2 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR / \ KNEE SPACE 2'-9" 2 1/2" FILLER DOWNER'S BATH 1/2 = 1'-011 4" BACKSPLASH \ / T-0" 2" FILLER 1 - - ih N 0? 00 ii0 v O N FOOTING SIZES AND RE -BAR UNIT'2382 - B, L & M'- BUILDING SECTION 3/16" = 1'-0" 1 1/2" FILLER SHWR HD T PRE-FAB SHOWER PER BUILDER VALVE 4'-11 " 11 6 OWNER'S BATH 1 /211- 11-011 12 2 KITCHEN ISLAND 1/2 —1-0 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" Yl 2'=6" 2'-6" 11 1 1/2" FILLER 1" FILLER 7 BATH #2 1 /2" = 1'-0" ISSES AT 'INGS) AWN FION 9 N 0 0 C7 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" OIL �2ND FLOOR FF _ ELEV AT 8'-8" jgk T.O.M. ELEV AT 0'-0" 1 ST FLR FF C is 2X6 KN WALL l 34 1/2" i i 3 KITCHEN 1 /211= 1 '-011 2'-9 1/2" T-4 1/2" 8 BATrI #2 FOOTING SIZES AND RE -BAR WIRE SHELF :�, "HANSEN" 220 VOLT BOX I I I I I WI DI 14 1/2" X 16" DRYER VENT I RECESS CD 1 I I I I I I I ch I I I I I I I I I I I I I I I I I I I I U I 4 UTILITY 1/2 — 1 -0 UNIT '2382 - B, L & M' FRONT SECTION 3/16" = 1'-0" MAY 2 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELEV AT 18' T.O.P. ELEV AT 1 U-0" Adk ZI 2ND FLOOR FF ELEV T.O.M. ELEV AT 0'-0" 1ST FLOOR FF ' N 04 N "0e_4 a.'YW J Cep u L) % v dLO 00 LO )A A 015 05 ,d Y s f WWC G O W 0 z E n` W > or-, O MN 5 N V a 2 t �rn u o Z. O o N Q VJ s � v U W 04 7W� }L�� C) V V 0 �/ w'n 0L V W ow _ Wo1 W FW-Q WD'�J WO'�YZ� Z O 2 W O� � U O O J 0 Q U Q J< Q OX XLL�Z^2��F-Q~ 83UiOt9O ,x00 0 z Q 83 C1 O O O Z ,0&8zYozz'lpWq�a �QQ�WQ— Wz� oa <0W �H�—gW❑�Q Q OQ o = 0Qz � Oi- Q u. O N Z W O� > cn o M O Q � M � 2 � ti QWQLo 0_ M QUQoo Z F— W W JC:) 0 N N 0 N ti N 0 0 06 CO oO r O N O N O N r- N N O O N O N O N O N O N O N O N C6 oo Ln oo O A r 1 N o M M 4 O 0 o 0 0 0 r 0 Cfl 0 t� c a o 0 N 0 M Co d' 0 Lo 0 O 0 1-- V ' rn v ♦ CO Z Z O O � W �Wfn W U H � O ^ v_o�o ~ww2 a LO ZW~< =m0z H TZ Z N v Z J 00 W0 M �ZZLL M w N O_�z Ua}U) ZQo LL z 00 O a Z z w W N N to o LAST PLOT DATE >0 . . Apr. 11, 22 z 0 INTERIOR ELEVATIONS B, L & M 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 LGNGER 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 11 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. Rxe1I:V.11►[ell I�1611 to] V kyiI00]:b11 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 1.4. 2 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/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4. 3, WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-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 (fc) 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-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING RI G 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/TPl1-2007 BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces aces boxed or formed. 7. FBC-R R318.1.3 Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cofncrete overpogr and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6-An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. AInTC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. flin eVIRTUAL REVIEW ASSIST ReviewVirtual Assist, Plans Review completed and approved for ! • y with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 1' F 40, N N a � 9 g B LO a B LA r 5 x .A R0a 41 £m SO A W 2 O W ❑ z Q N N LO,i E W L i to ci O MN ti 4 rS U 7_ 2 W E -E L O 0 S o Oro^ Q U -t }xt "N U w Q; C14 C: N >` o E M g N ) LL1 w w ❑LLI Uj W Q� W�a ��� W¢YZ(r Z IX°2-j¢oa�"aLL�o��o_ Q V Q 1= j�X�'Z W LLOZ20 i--j - arnWO9oZo2oomZZ 6 0OQ (� Z IL Z 00Zz'�`pW� J <I W_ F-'2Wo2U0Q LL OLL Q ❑ Z Q LQ O= LL O O CV Z LLJ 0 I- ti 0 0 co O QU)MLj U) � ti QWQLq 0� 0- M r-- 00 Q >- Q Z 0 I- W W JO 0 mi CNI CV O N I�- N O O o6 Cfl M O O CD O O N O N o GV N N N N N N N N N O LO 00 M T C) M� O O O oo r CD 0 � o c o 0 N 0 C'M 0 "T 0 to 0 CD 0 ti C COV) Z Z O W �+ W U) U I_-- O Uo�Q OWIT-Q 3� VJ Z� Q ~MOZ I- = Z N !!=n v Z 2: -j 00 M �ZZLOL ('r) w [V OQgZ Q LOZ Z z MQO Z U U J a O O co Z Q z Z W J WSNO N N O LAST PLOT DATE @ > � Apr. 11, 22 Z O STRUCTURAL - J DETAILS W THIS DETAILONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT, BALL S_ I=ATIHING 16GAx1-1'1" LONG (34 -'" CROWN) F, I- MAX ST L S 6" O C EF1 BETWEEN °) I I GAy _ I 1F' 1 Z' LONG :4%1" ' 1D0 NOTED THUS., OFFSET I I ��pl I I OR(7trt1I�l) STAPLES 6" _ , -..a _C. *'ERT IN O S = UDS STAPLES BETWEEN STUDS AS SHOWN �I' OTED THUS.- y METAL LAT ATTACHMENT DETAIL RE 09.24 21 SI A- E: 3 4" V-0' `I ETAiL E ,CEEDE" THE REQUIREMENTS FOR P BCI i . , LATH* "ONLY APPLIES TO LENNAIR TiPA.(,IAK 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 C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR "' GAS METER 0 — 0 N H C G O O 0 a _ 0o 0 9 ' o :;T 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. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 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 C� ROOF DIAPHRAGM NAILING SCHEDULE RIDGE I_INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + p + + + + + + + + + + + + + + + + + {. + + + + + + + + + C-pI + + + + + . + + + + + + + + + + + + + + + + + + +. + ... + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 4'-0., + + + + + 4'-0" +++ + + + + + + ✓r! 9lF. +++ + + + /, + 4- + - + 4+ + + + + + + + + + + + + + + + + + + + + + + + + + + + o /+4 + + + + + + + + + + + + + + + + + + + + + CD + + + + + + + + + + + + + + + ++ + +++++++++ + 15/32" CDX PLYWOOD OR 7/16" OSB \-RIDGE 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 + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x — P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x _ lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap FILL CELLS r STD. 90° HOOK BOND BEAM W ... .... STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR E . . . .......... ...I ..... #5 CONT. FROM :1�� FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. 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. 1I8" min. } Small gap 2" min. 2" max. � 4" max. -4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6"• -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking IJse 3" (10d1 nails st 6" In 0. �i' Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING= 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) \\Ct; (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges g . BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. 1-Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6„ A 1 2" ROUND HOLE MAY 6�� 6� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%z' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. GU 0 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. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s911-7/8" BCI6500s® 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing H ETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ SEE PLAN FOR °• .. • FOUNDATION INFO a. ° ° STEM FOUNDATION GRADE REINF. SEE PLAN 4 F 4 4 a 1-1 ff 11=1 I�11 _,II_'` rL i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. .�� LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION3 ° d _I I Iiil— i i /Al I F_ I SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" CENTERED @ PIPE/F PENETRATION PLUMBING LINE Q ° d ----------------------- Fo z • a • ._ 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 -----4. d -;l.- ° na II III=III=1I `� II=III=III: °. ' a �� �IIIIIII�,III- SEE FND. PLN. SIZE & REINF. MAY 2 4 2022 VIRTUAL REVIEW ASSIST Virtual RevieW ASsist, Inc. Plans Review completed and a PPrOvefor compliance With the 2020 F�1 d Edition by Debra Anne C 7th 7th Klahr P)C2300 y0 N N CD � t e e J 00 t a d !` e p LOs 0015805 = w tP 0 W z Q V) N u E (M ) 7 nU-0-0-t% M _ 00 ;' o 01-0 rn V/ O Oo Q �d —s } •V) W Q� N n` U N C E W L O N r- F- a -0 W W 0 W �W Uj W0E- wF-Q Q'�J �'2~z W Z E�- JO = 1Q_ U)0�Qf<,U00 OW0WOzOwO�mz�3U �0z (1) d 6) W W F5 D_' Q<¢Ow¢�zWz0��oa ¢ .- W OW �F-� �YZ OQ o O�¢� ¢ ¢ 0 C) 0 N Z O 1— U) M 5O Q U M LO w IIZ cM r a>-Q°° Z U 1— W W Jo C:) J d' C14 N O 04 < ti CV O ! O cfl 00 O N O N O N CV N C)O N CD CV C)O N CV CN N 0 N 0 CV 06 N C!0 O- 6 00 O A r CN O M M 4 C ,^ �1 , >�- CD CD 0 M 0 d 0 LO 0 CD, 0 I�- iO4 1 co z Z zO 4-1 W Ww�n 0 1- O U_o�o �O�a U -0 (^ v, Oa=Q � ^ �J Z F- W HW w a co02 V 0 j J z00 N W M _zzw Z CO w (V O_J 2z Q VDz n z �QO . z U U J 00 Z SJ 1 Z z WN N 0 LAST PLOT DATE 0 > . .1 Apr. 11, 22 Z O STRUCTURAL DETAILS — (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 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 SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE 'IS" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB W a MIN PSI MAY VARY PERLO MUNICIPALITY. `14 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E v CV T •` p ep Z 0 — g M -III=III-1 I _ p 00 6 MIL VAPOR I I I D (-111= = z BARRIER IIII I ; I> D • III= COMP. SOIL. IIII (COMPACTED TO 95% —I I I I =11�I I ( I I= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I III—III=1 I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CDNT. 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 q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14„ O.H.D. RECESS d PAVERS z �M 4. - -III—III 4 11 °° I-1 I I � �:e' •. -: III—I —I1I—II '�: 1=1II III1111 SEE A/S3 OR J/S6 —'-Ills I I I II I I i FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS rjT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1U-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 r CHAIRS (TYP.) WWF OR FIBERMESH `'' d D D /4,iFlij II,;,III,;,III_, I' 811 I —.1,:r ..—, , , , V.. l TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR — EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 318" MORTAR BETWEEN SLAB & BLOCK M J ELEV. 0'-0" OIL e ' .. 4 °'. A.F.F. e0 e .°. ' .'.. ° d e ° p °' a ELEV. -0'-3 1/2" e. e' ° ° A.F.F. o A° a d. 2x4CONT. 'O' °. .. .° ° ,i d ° e G ° d - I` I° d d: a ° GARAGE DEPTH VARIES ° e e a a e... a GARAGE SLAB AT STEP rB'�� SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH —` 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2" WWF OR FIBERMESH 3 1/2" MIN. 00 4 °YY8'E' 31/2"(min.- 4" II IIII EE III=III=III=1(2) #5 coNT.4" 1' 4" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" nn 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —WSULATION PER CHART ON FLOOR PLAN IF NOTED, THIS REFERS TO THE—SIMPSON SP1 w/ (10) 10d NAILS 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 31/2" MIN. _ d III. co 31/2"(min.) - 4 -III—III III III —I I III —I I-1 1I- '' (2) #5 CONT. I I 14,;1 I i lllll �i�l,� IIII I I I81-, U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" SIMPSON SP2 w/ (12)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _�\vSV� NAILED W/ 8d COMMON NAILS @ 4" O/C eCIS 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 UM INSULATION PER FBC AND ENERGY 6 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION f #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" �° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL . K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE `I ° D D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z ° ° D CM p D FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] p. °O s MIL VAPOR BARRIER -III III o D ° I—III=1I I=11I—_80 - °' I I-1 I I I °' I I I —I I I=1 11=III—_ #5 REINFORCING BAR I-III=III=III=III=III=� ; _ _ - z T _ III 1=1 11=1 11=1 11=1 1I04 - a o o° III=III—III—III—III—I I F z ' I II I II I • D I II 11=III=III-III I r 2 #5 LAP SPLICE -1I1=1I1=1I1=III-1I1=11 o III —III —III —II III—III—III—III—III—IIII `\' COMP. SOIL. (COMPACTED TO 1=III=III=III=III=III— 95% MODIFIED PROCTOR ASTM ' I— i I=III=1 I 1=III—I I IIII=III- =III=III=III=III=I I 1=1III=III=III-I I I D1557) I ,IIII, IIII, ,III, IIII, I IIII ,� 11=1 III—III—III—III-111=II1—III=III-1' 4" =1 I I —I I I —I I I=I I II I=111-111- -— FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP: WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° d d ° ] GRADE °° I I =I II FEIII=III=III=III=III=1I — — 1Ul 11=111—(IIII I I=(1) #5 REBAR w/ OPT. IIIIIIIIIII II 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1 NC e r •. a. III —III I—III=1 I : '. '• `, k SEE A/S3 0R J/S6 J -I Iil I I I tl ; ,1i1 I II I j. FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC 1RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS III-11I - 1 i_ Ii OP i r SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x s' Q d'. d ;ONCRETE NAILS W 1 1/2' .MBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM 'LATE TO CONCRETE AIN. SHEAR 180# MIN. ENSION 120#) op c N� l co 6 MIL VAPOR BARRIER 1/2" GYP. BD. .HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAIS INTERIOR CONCRETE m 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" 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 E q�6x6W1.4xW1.4 N WWF OR FIBERMESH I �, — 4. . A-3� I K S3 10" 46 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. 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 —_III=III—II m d � I—III=III—IIII D W ' 1—III=III I I=� o • ' —III—III III —I ° FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x % CONNECTION INFO SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO w 2x4 P.T. PLATE 0 7/16' O.S.B. COLUMN LOCATION SEC RE P T BTM PLA 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE a > Q J SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE _ 0 w CONNECTION INFO. CO 2 4 SEE DETAIL 16/D1 FOR U x . . TE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL '°' O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS CMU BLOCK BASE, IFSQUARE SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS r, FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or COMMUNITY SPECS B PER 0'-0" FIN. FLR.� 1 /2"(min.)- 4" CC S3 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 r _ WWF OR FIBERMESH 1, E —III—I I I -I I I_ III III—III—III—� .- (2) #5 CONT. =1 11-111 III, , , I I-1 I I, , , I I ON 3" CHAIRS (TYP.) 8„ 1'4' 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0° �S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH d — C) v - -v d� - —III 11-1 11=1 I I N _ e 00 Cl) 'E T ' SEE A/s3/J/s6 =1 I "III III=1 I I III "� FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE d ° M = v d _ l ;III —I I ' ° d' d• I —III —III —III —I' 1—_III—I III—III-111=1 I W o w I II I I1111. a I I1=III=III - z z ' I1=1 =1 11=111=III=III I 1 III=11— � FOOTING J -1 I I I I �I I I —III —III —I I I I I-1 I I —I 11= 11,;1111=III=III=11 I ,� I ...III-1 I I—' BEYOND 3AD REINFORCEMENT III —III —I I I- 3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 MAY 2 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. "Mans Review completed and a d for compliance with the 2020 PSC 7th Edition by Debra Anne Klahr PX2300 9f P N 04 2`Cp . , S e 04 rP o 00 LID 'Ar,t z O 0 W ft 0 z W W 0"o 0 CV) � ci ft',' N N V L L O O 2 o O o m Q t U }< •0/�� V w E W L p c? .5 I W (� W LLw uS W 0 H W fLQ W 2_j Q'QYOZ W' Z Q��_3<0< JO Q Q U <riUO2 <Cyx zP:62200�a~ 0296 tRoomoz Q Z) �0Z �WaWFnWWWin��¢� L) �9QoWa°ZWzoWQoa fn LL Q0W 2W 2Q Q o oQ LL oQ ,o �QI,_ O CN Z LLI 0 I— >U)O II.-:CO Q U) CM � � ti QLU<L? oo Z U H z� W W J O O J O N N O N N r O I- 0011, Co CO �- 0 N 0 N 0 N N N O o N ;o N 0 N N N 0 N N N 0 N NC)L6 N O T-- obM(No p v- M 4 0 l- 0 001 0 0 0 0 � c ' o ,^ �1 , > o ;CD N o C) 0 0 LO 0 CD 0 I- I CO �^ VJ z Z O O Owen o �_o�o �0�� LC� Ow=Q 0 z L H � �m0z O J z N > 00 >-<z0 }tY2 C_ZZIL Va}U) �zz z L.L Z �QO U U 0 _o W � Q Z z z A WCD N N 0 LAST PLOT DATE Apr. 11, 22 Z-i- O STRUCTURAL —�— J DETAILS —MONO 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION L N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN ii (2) 2x HEADER TO SIT 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 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE k 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. SLI. \(TTYP) SEE ELEV. I II SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ++ + + CRICKET AS REQUIRED SINGLE 2x CONT. BASE JII PLATE W/ (2) 16d TO �I 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. 90^ HOOK 1N K.O. BLOCK MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. �- SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL 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 1 112" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK-OUT— )#5NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1FOR CONCRETE PLACEMENT / .__ it � � • i' • • :. •• �7 � milli I:!I�' ��III III�!� ���II lii�I �IlCI �IIL® ■�I�1 il�e �I�f. IIlO - MIIII IRII! - - NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION - _ = PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYP. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED LOCKING (TYP.) PROPERLY. OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. PLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON OISTURE BARRIER FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J " \EENNE 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. � 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET ° GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. a. d SCALE: N.T.S. a v y POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 12 (TYP.) SEE ELEV. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT FULL 8 8 16 BLOCK SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER INTERIOR ❑ ❑ ❑ x x SIMPSON SP2 w/ (12) 10d� WALL NAILS AT EACH STUD CL DOOR OPENING DOOR OPENING DOOR OPENING - 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR -A I ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) WALL ❑ ❑ ❑ O/C FIELD 2X4 PT STUDS @ 16" O.C. ❑ F111 (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB 71/ 71 WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD LMAIN SPAN MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 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. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x C 16" 1 TOE SIM 10d STL 2x6 FOF 10d O/C DO( CRI' TYP 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE wl SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 FN�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 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 E SPLICE NAILS TOTAL) EA. SIDE OF I SPLICE STAGGERED r Ci O 10d @ 8" O/C _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. a /8"00" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2• P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 dQ G. MAY fn 4 2o22 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. raved Plans Review completed and app for compliancewith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END U J�z a 2x TOP PLATE W w V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) • HTT4 w/ (18) 10d NAILS (3610# SPF) °o • HTT5 w/ (26) 10d NAILS (4670# SPF) • DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# SPF) • HDU2-SDS2.5 w/ (6) 1/4" x 21/2" SDS (3075# SPF) • HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (4565# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 2 1/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (9335# SPF) `j� • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" Yp EMBEDMENT w/ WASHER & NUT ATTACH ALL g • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ (4) 16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TO TOP PLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD aMIN. 8" EMBEDMENT w/ WASHER &NUT AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE rN SCALE: N.T.S. SQ SCALE: NTS S4 F= 2240 LBS �7 SIMPSON C C P.T. ATE SIMPSON SP4 SP2 SIMPSON 101 ST M TRANSOM FRAMING SEE SECTION AA/S1 AND IB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 a a.. 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 E�qi NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/811x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED IOLTS @ 24" O.C. kX 2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING �-(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCKW/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS C MASONRY WALL SIMPSON l c J SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. � MAX. (MIN. (2) PER BOTTOM a a 1 IF- 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C, FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 i, t �� S. v - OD LO • 41 13 -arm B� M� w -_ 9 g O Q W 0 z Q WQM011 U N S G1 V 7C) CO rMi A, E '= "" L V/ O 2 o at. Do Q i6 e }* •N w v I? U N c N 5) 6.00Ei 0 a a ^ N 0U i WQ� - LLJvrzWw Z Q —Q U <� zw,�oz2Q11�aQ o ,90 ,oyoom;z W U) Q�LLQ �laiZOO d Z Zo0zoWo��WU) Q� U_ OW o 0<< U_< O f U_ ;IE O N 0 F— > cn o 0 � CM O Q U) U) IL ti Q W <( Lq c'M Q Q 00 Z V H W W J� O N 04 O N ti (V O 0c) 1. °. GO 00 O CV O 04 O 04 C'V 040 CD 04 C:) 04N C:) C) N C) 04 04 N �b C?O L6 op A ,-, N O M M 4 O , O 6 O 0 r- 0 CD 0 0 '^ �i ♦ � > p 0 0 C')L6 0 O 00 6I� ItV Cr M� vV U) z -ZO C) HW U o-+ U oFP 0 a L V J1O --O O W I'- Q z F- W Of r� CD0Z O J Z N >- W W fn �2Z M W [V 0 2z 0 >_ n Z Q ZO z U J O 0 a m af Z z W J W 04 CD LAST PLOT DATE O . . Apr. 11,22 -6-1 Z O STRUCTURAL — J DETAILS 'I J SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 92 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS —� 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILINGt7 SCHEDULE FOR SHEATHING DETAIL \\\ 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING END 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS)EDGES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS M IST RE BARRIER 1Odx3" 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 0 O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. Sj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - X-BRACING, AND TOP r x SEE STRUCTURAL CHORD BLOCKING N - _ NOTES AND NAILING x INFORMATION `° 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS -WOOD TRUSSES00 00 2"x4"CROSS BRACE APPROX. 8" FROM -2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 40� 1 1 NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF • 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS11 -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF ; NAILS ATTACHED w/ 1Od NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4'7 ON TOP OF PANEL if BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12)10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S6 WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) —GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" Z�_ SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. Q� 1Odx3" @ 4" O/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION p B.u.c., SAME NUMBER OF ROWS, SAME SPACING) SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS - ADDITIONAL INFORMATION. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"*� SCALE: N.T.S. S5 TOENAIL 1 (2) 16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL (**'10 SCALE: N.T.S. SCJ V MY 1 UL/"ll \II CIA GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. OVERLAP TRUSS BRACING SCALE: N.T.S. S5 PRE-ENGINEEHEID WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 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-0" 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 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /-GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2'x8" 1" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. PAr z W BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 241, O/C MOISTURE BARRIER -BOND BEAM —MASONRY WALL ARCHITECTURAL FINISH 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 BOTTOM CHORD GABLE END BRACINC 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 ( L AS PER BCSI SCALE: N.T.S. C� SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MAY 4 2022 VV\ VIRTUAL REVIEW ASSIST V;rtual Review Assist, Inc. i- lans Review completed and approved wth the 2020 FBC 7th Eoitiol-I by Debm, Anne Klahr PX2300 z W BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 241, O/C MOISTURE BARRIER -BOND BEAM —MASONRY WALL ARCHITECTURAL FINISH 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 BOTTOM CHORD GABLE END BRACINC 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 ( L AS PER BCSI SCALE: N.T.S. C� SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MAY 4 2022 VV\ VIRTUAL REVIEW ASSIST V;rtual Review Assist, Inc. i- lans Review completed and approved wth the 2020 FBC 7th Eoitiol-I by Debm, Anne Klahr PX2300 ''C i ikj0 4';i' x 04 O15 0 LO �• z W O 0 w 0 z Q " E > 0 � 0 CO Gi N (n 7 VA, 2 % � W :Eo W O E 00 NINE O �� m Q :E� ^ }.' W Q w U C ^V'! W 00 ` L O m 0 0 W �L u) W0� Q_ ~ W�¢ Zuj ��OVOW Q n QOxJOfoz�gi._<z JO Q Z Q�wp2_��z_WOo�QOQ ILL0Of 0 �Qzg - O �aW O CV Z Lu 0 E— > U) O c'OO Q u) M 'I- � U)LIL. QWQL? cM ' 00 ZCUi­— Z WC:) WJ O (.0 04 N O N ti N 0 o ' '06 CD r— W o N CD N C) N T N r N O o N 0 N 0 N 0 (u N (V o CV 0 N N 00 o- 6 0 o A N O M M 4 0 r 0 6 0 O O r- 0 (6 0 � c ' 0 o - 0 N 0 M 0 't 0 117) 0 (0 0 I-- , CO V) Z Z -_ zO O V��a LO-0VJ -0 OWI=-Q Q ZW�� =m0Z O 3:J z N 00 �2Zw M � - Z Z (� w N O I- 12z U a >- ) z z ?QO CK U --sez OU O CL W � Z z z w W N " 0 LAST PLOT DATE Apr. 11, 22 Z O STRUCTURAL DETAILS (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED ZZ7WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF L 15/32" CDX PLYWOOD OR 7/16" BAFFLE BAF O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER. w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o m W/ (4) 16d TOENAILS TO TOP PLATE O (n 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C IY TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA < 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS �+ S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " )C@ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONIC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN Ox SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT � a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE w ° . ° a a FINISH GRADE 00 Cl)' I —III El I I —I I I —I I a _ II — 1—III—IIElI1 III _ _ _ 6x6 w1.4Xw1.4 1 'El I I=III=III=I I WWF OR FIBERMESH II I IIIII I II I I° I I II ° .' ' .: a s a _ _ _ I I I —III —III 11- o I II I I z �- :1 I �I I II I I I —III —III I III ° ' ° °. I I IIIII I II II 'T IL 11 l l I 01I° I I I I=111=III III I I �I STD. 900HOOK (3)#5REBARON3"CHAIR •.,111—'III,,,II (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL— *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" - NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. IOR TRUSS/JOIST 2x STUDS @ 1" ^ ^ 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN6. INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 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 K0 BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 0 (6) 1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. 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 SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. <_ 8'-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)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ' 1=1 I I a°.... I lll=1 11I- (3) #5 CONT. ON 3" 8' L 1-8 8" CHAIR W/ MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. w W U) a O U) 15/32" OSB EXPOSUREI SHEATHING F x T x 11 PROVIDE BLOCKING AS REQUIRED PER D o SEC. iON X-X IF NOT FULL F HEIGHT SHEET C Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING W x SOLID 2x C BLOCKING @ ALL j L(DU SHEATHING O U) EDGES (SEE OPENING SECTION X-X d U C x �W x E W 2x STUDS W BEYOND, SEE PLAN g Zi "'-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" S' 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d. TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 SFF �off, N 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD hYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END OO JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THAN y". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z ti _ Q NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM O w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J 2 w LL � O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADEF J > ¢ r O C a (rPo0u) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @. TOP & BOTT. V) O� 00 LL ix @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W O O ~ MEMBER IF GABLE END `: NOTE: rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE �FTFR% FLOOR TRUSS / 'Q BEAM SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `* WWF OR FIBERMESH 4 ° a. (V.n ' Cl) III —III— I —I I ° ° " III —III I I I I I a - IIIIIIII�IIIIIIiI a °. . '�I,IIII (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING • 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". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS ISTUDS EA END I EA END EA END EA END SIMPSON 1'4 (1) 1 (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 J I I -I' o Z T —I I .- @ WOOD 1 ST FLR. SEE JIS6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 Y ? 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th :-dition by Debra Anne Klahr PX2300 f. N Fr, ke Jam," " . 9' to CD 00 L0 g s a z J 5 a ®� �4 Q �C4 W s � y O 0 y � W Z Q ^N` LO j 00 W L i ,O r? U 0 �( di i 5 M U co _ CO A' i t 0 W 0 0 ` TZ1•� O �o M 0 lJ! U Q o .N w 0_;; N i 00 E c U� a � W O W 0�LU WOI- W~Q ofg_ x - Ozx z Of O J 0� W U_ U U_-0 Q Q U W Qox ZLLW°z�°�� a� 0 0 OcnxgozoiOomoz _,OD-0zYUj OZz�OWL) O (/) LL Z J<QOWQFn_Wz� Oa QOW _��� i�Z�QU Q °Q o O�QLL O O N 0 F- U) O 0 CM � O Q L0 W � awQL? 0� IZ CM Q Q O z 0�- z� W W J O O N N ' O 1` N 0 4 ss c) i CO CO (D O O r r C)C)'O N N O N C) N C)O N N O N O 'QD C)r 6 OO CDr M r N O M co C) T_ C:)O r CDO \— C 1 U C:) :o N C) ('M C:) 4 C) L6 CD O C:)O t` P Cr co00 z z O OWfn I—o aQ r� Vl OW I-Q Zof I.-W =moz H Z z j N J W M Z zU- M W N ( J�z Ua}U) Ln z Q0 Z U U J o0a �m z z z W W W N N 0 LAST PLOT DATE Apr. 11, 22 O STRUCTURAL J DETAILS -MONO 1/4" MAX ir IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK -� DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. APPROVAL FOR CONN, 1 x4 P.T. 3-1/4" LONG X 3/1610 FURRING'I TAPCON. INTO BLOCK@ SPACING PER MANUFACTURE 111 DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1x4 3/16" 0 X 3" LONG FURRING TAPCONS STAGGERED @ 16" 1x8 P.T. O.C. 2-ROWS INTO MASONRY THROUGH 1-1 /211 DETAIL 1 x4 P.T. & 1 x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ L 2x8 P.T. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL DOOR JAMB (REFER 1x4 tic Ur,T VVJkLL TO PRODUCT APPROVAL FOR CONN. 1X4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ IN 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. 'Z-1 /d" Il1=T,&I I BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACES) 2 x 8 BRACE/ BLKG. 7116" 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) 1Od 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) 1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU � 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS Z-O" SECTION A -A 8" 1/4" x 3 1/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA- END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1 �1/4" MAX EMBEDMENT INTO K.) 2'-0" 8„ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK _ 2 x 8 VERT. W7 (2) 1 Od NAILS AT EA. END — PROVIDE 2 x 8 DIAG, BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 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 PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC A' RAAv nAn PROPER INSTALLATION MAX' 8 #5 REB, (NPR) FILL SOLID BOTH CELLS STD. 90 HOOK (1 I/I I L VE119 Y/ NOTCH WEB AT +5A FIRST 2 COURSI " 3APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' 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 SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - SEALANT - * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W-W°M. AT PERIMETER (1) #5 BARS CONT. OCCURS WHERE THIS CONDITION TOP WITH MIN. 3" COVER 6'-0" F.F. _�=1T_I-1 g'. 1=1 11=1 I I �I I I I I 1-1 IF I —I I1-1 I—_ I D D I I FEE] I I=1�1- IIIIIIIIIIIIII; GRADE D. p 11 1111-1 �- ° CO 1? z_ \' (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S I IAIA/`T 1=:07ADI C IAI0-rAI I -rinKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS _ SEE ARCH PLAN AND �, PRE-ENG TRUSS DESIC-3N SEE NOTE 'I BEL.t7u+i E FI "°3, ViALL T'r",�wlE —j.— .,. :'HIS"" EI I PIER P'LANI I I I' NfJI ..,I ---I� FASTENED PER I NOTF'2 BF I OW -.1 COOT 2x4 NAILED TO BLDCKING vd 2-12d NAILS (' ) - 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA ! ,r� 1-3,41" TEAM PAINTED ..._. t 1135 NAIL ° 5116" HEAD I/ DfA. @ '�"4'" O.C. I :ONTO"ENTEID (DR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS vs/ 3-12d NAILS, TYP. (�*) 1. G.0 ! BUILDER TO VERIFY PROM EE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LINED IN THE DESIGN CRITE -A ON SHEET SN. 2- FOP SOFFIT ATTACHIMENT.AT k�.ALL (PER ALPHA ALUf�1 INC_FLU 1 594 R5 F'L PRI*,)Cr�UCT APPROVAL) F CHANNEL FASTENELI TO: I:`MU I v,` TI4AIL 0971' D'IA @ 2411 IW1.C. 0: '6" NIM. EMBEDMENT 1411S311011 vIal N, I IO �_,A. Sj 1,, 1 SJ' C rZC'I"inn N STAPLES C 24" MAX, O.C-. IN DL4I",4OND PATTERN .LIB FASCIA &I 1 U @ A _° x1,,14` CROWN STAPLE APLE FA -CH L3POOVF STRUCTURAL SOFFIT 5 0 E_3, ` I�1 FAR eA L11+NLIf.FFTS WITH SPANS REV- i� 213_ 21 = 1'A", INSTALL MID SPAT ELF=€�-� I G PER THE SOFFIT FL RA INST . LA t ION CPITERIA 'REFER TO THE PRODUCT APPROVAL POR INSTALLATION DETMLS. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X ��FRygN TO TRUSS TOP CHORD + + C�NO'TN PLYWOOD SHEATHING + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. / BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + �+ PRECAST LINTEL X. SEE ELEVATION 2X2 #2 P.T. MIN- FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI. MSTAM STRAP SCAT F-1/4 QCC QWC:E:T Tl7 AAIII z O Q U_ O w U_ U Q Tn 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a e lr FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ;" •• a. OVERHAN a RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-011 51-0" NISH e . .. I ° ° BAR , ° ' . , D. D s p 4' X p 10 #5 e CENTERED W/ 6 D e ..� 917 H IN TOP o KNOCKOUT/ N ° CHAIR BLOCK M I I=1 ° MONO FOOTING I —I Inp D�. .'p° SIZE AND REINF. PER PLAN AND SECTION DETAILS I- E 17 CLEAN FILL I ° DIRT z Y. Izi 2 ° STANDARD o 0 90` HOOK N #5 BAR IN FILLED CEL 7- s ^ • � V es a • O 9 v ^ • O 7 eg � • � 9 �.. r STEMWALL FOOTING SIZE AND LAN MONO TO STEMWALL FOOTING REINF. SECTIONN DDETAETA AND STEMWALL ILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 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. MAY ^ 4 20, 2 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approver for compliance withthe Klahr PX2300 Edition by Debran t� N N r N J/y o � U :g yao ! O Jens w 0 z Q a)E N m W N InV d a �__ C b 2 O �o Qo s U�� } .N V w O-N c V ^ 0C 0 w wof ❑L Uj W O1-- W W Q 2 of QYZ WH �2�OYn L�0 QQU U QUItL°Z20<°I 11 a~Z 0 0O �u)�9�RoomZz Z) Z _jaYOU_0W°�a QowzoaLL Z ~W 2Fa- Wwp2UDQ OW 0 0QZQ U_ O QLL O O CNI Z W 0 F— U) > (n 0 - „ Cfl O 0 M O Q U) M L17 2U�ti c'M M Q > Q ZUH Z W Jo O CV 04 ` 0 N N O 0 00 / �CD CD 00 0 C14 0 N CD CV 04 CV O CD 04 .O N O CV O N O CV O CV O CV CV b0 O 6 r O O A IL 04 O CI co � 0 "� 0 d) CD o o 0 Co 0 ,/� �1 , > O :p 04 O M CD It 00 0 ID CD I� r � 00 ♦♦� VJ U) Z z -ZO W O W oWW w �- > UH_ O Uo�o �-U�a — Oa=Q LO -0 rr^^ V1 zW~H- �� =m0Z I- Z N OZtzw 00 W}af2 �..2ZOf M �ZZLL M w >. Q VLnzz Z O Z U U O O d W Q Z Z Z J W N " O LAST PLOT DATE Apr. 11, 22 O STRUCTURAL — J DETAILS-RETRO FIT SCALE: ' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TC 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 \ 0, MALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 0 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS fI EW "A" SCALE: 1" = 1'-0" :4 I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS CTION VIEW "D" SCALE: 1" = 1'-0" tea" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL TWE�i4� 2x12 SYP. BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 0 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER H x8 SYP GLUED r2x4P BLOCKING AND NAILED TO RAP FRAMING (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED -4 GLUEDNAILED NAIDLED� ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN' AND Z" 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/ 4' X 2 a' TAPCONS @ MAX. 32" O.C. G.1 SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER 2x4 SYP BLOCKING / FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT Ll GLUED AND NAILED TO STRINGER POINTS x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING E FOR DRYWALL SPACING B SECTION VIEW H SECTION VIEW H SCALE: Z' = 1'-0" E SCALE: 2' = 1'-0" �l2 F 2x4 STC 2x4 - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP tiN I -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER7� SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/a' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST - POST LET INTO -OCK DE :ING ?X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES BLOCKING 0 1 /AIM UUIV0 I MUU I IUIV Ur- I HI I_O (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) PSON 10d x ECTION VIEW "H" SCALE: 1" = V-0" MAYk VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed a for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 +04 or 04 N 00p.°� v { s xd' F0Q " bLO Q 00 LID W) e 1.5805 , e e e Z 2 O W 0 z Q /IN' 0 ^ 0 W L. -0 `1 u (y) N 7 N V mc co aD w °' C - 2 mo 4) � O2 00 O Q t U'r,} Mtn V w Rv EM a> 0 V O ; N w LLJ (Dw WW U)wOF W W J W O W HQ Q'2J R' Yza' z Q Q- O V O O J O Q U J� �LL. CYUO�OwpW000-00 Q LU ('f (n Z ��a>zYOZZLLpWoa QLL �WOg��-�w626 IL Oa 0 =O OQZ§a LL �Qw O O Z W O� >(/)o 0 i- M O QU)M� It U) L.L QWQu') 1-- W a M Q CL oo Z 0 F— z� W W J O O i N CN ; O N N ,. O o (O 00 0 N 0 N 0 N N N O CD N O N O N O N O N O N O N N O r CD e- N M M d O T- 0O d) O O 0 6 0 O co U-) ; 0 0 0 M 0 4 O L6 O (6 O ti .N C CO Z Z O � W U) w 00 O V j—o�a Q ER 0 OwF-af Q ZO af Q =M I- Z r n v O j J Z 00 �2Z� (M CLZZLL (y) w N O�2z a U�zz QO . Z -Ne z U J 00 Of a z Z z w J WST N N 0 0 O LAST PLOT DATE Apr. 11,, 22 z J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST 3E 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. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 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 SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. 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 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads 4A=-C 4" SAFE LOAD - POUNDS PER LINEAR FOOT YpE 8F8-OB 8F12.0B 8F16-0B 8F20-OB 8F24-08 8F28-OB 8F32-OB LENGTH 8U8 0-0 8F12-1B 8F16-1B BF20-1B 8F24-1B 8F28-1B 8F32-I8 3069 4605 6113 7547 8974 10394 11809 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 3719 5163 6607 8054 9502 10951 3'-6" (42") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 2561 2751 3820 4890 5961 7034 8107 4'-0" (48") PRECAST 1966 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 78672 10294 11809 1349 1438 1999 2560 3123 3686 4249 5'-4" (64") PRECAST 1217 1663 3090 5365 7547 36 7342 19 8733 19 10127 14 1105 1173 1631 2090 2549 3009 3470 5'-10" (70") PRECAST 1062 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 Q 8825 14 7-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 13898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 475 643 1052 1533 2093 2781 3643 38 4754 45 582 945 1366 1846 2423 3127 4006 11'-4" (136") PRECAST 362 582 945 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 424 706 1002 1326 1697 2127 2630 14'-0" (168") PRECAST 279 q42 706 1002 1326 1 1697 2127 12630 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 174' NR NR NR NR NR NR NR (208") PRESTRESSED N.R. 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 1 315 1 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 1 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAM -4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-OB 8RF10-0B 8RF14-08 BRF18-OB RF22-OB RF26-OB RF30-0B LENGTH 8RU6 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-IB 4'4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 901 1825 3120 5048 7747 9448 17360 6'-8" (80") PRECAST 797 901 1825 3120 5048 1 7915 9479 110893 32 755 1490 2459 3776 5743 7239 5623 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48 466 999 1568 2253 3129 4091 3146 9'-8" (116") PRECAST 411 526 1 999 r1568 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 Cs�4#"M 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 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'4" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-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 LENGTH TYPE 8RU6 8RF6 CMU* 4'4' (52") PRECAST 758 757 1365 (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4"V44194rrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-IT 8F32-IT LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 15740 6627 1363 2192 3079 13966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 '4924 T-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 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9' 4" (112") PRECAST 591 680 113 15 1471 15 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 IV-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 12247 41815 373 606 14 783 14 962 14 114114 1321 14 IT-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 (13A 767 13 909 13 1052 13 230 364 609 897 1224 g 1562 14 1801 14 1T-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 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 2V-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 1 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 1 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 (151 1980 15 2322 16 395 589 1135 1514 1893'1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL 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 WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM 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 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU���tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) (#) 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 CAM -4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-OB 8RF10-0B 8RF14-08 BRF18-OB RF22-OB RF26-OB RF30-0B LENGTH 8RU6 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-IB 4'4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 901 1825 3120 5048 7747 9448 17360 6'-8" (80") PRECAST 797 901 1825 3120 5048 1 7915 9479 110893 32 755 1490 2459 3776 5743 7239 5623 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48 466 999 1568 2253 3129 4091 3146 9'-8" (116") PRECAST 411 526 1 999 r1568 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 Cs�4#"M 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 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'4" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-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 LENGTH TYPE 8RU6 8RF6 CMU* 4'4' (52") PRECAST 758 757 1365 (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4"V44194rrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-IT 8F32-IT LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 15740 6627 1363 2192 3079 13966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 '4924 T-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 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9' 4" (112") PRECAST 591 680 113 15 1471 15 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 IV-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 12247 41815 373 606 14 783 14 962 14 114114 1321 14 IT-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 (13A 767 13 909 13 1052 13 230 364 609 897 1224 g 1562 14 1801 14 1T-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 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 2V-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 1 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 1 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 (151 1980 15 2322 16 395 589 1135 1514 1893'1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL 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 WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM 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 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU���tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) (#) 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 Cs�4#"M 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 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'4" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-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 LENGTH TYPE 8RU6 8RF6 CMU* 4'4' (52") PRECAST 758 757 1365 (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4"V44194rrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-IT 8F32-IT LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 15740 6627 1363 2192 3079 13966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 '4924 T-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 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9' 4" (112") PRECAST 591 680 113 15 1471 15 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 IV-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 12247 41815 373 606 14 783 14 962 14 114114 1321 14 IT-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 (13A 767 13 909 13 1052 13 230 364 609 897 1224 g 1562 14 1801 14 1T-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 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 2V-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 1 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 1 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 (151 1980 15 2322 16 395 589 1135 1514 1893'1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL 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 WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM 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 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU���tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'4' (52") PRECAST 758 757 1365 (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4"V44194rrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-IT 8F32-IT LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 15740 6627 1363 2192 3079 13966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 '4924 T-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 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9' 4" (112") PRECAST 591 680 113 15 1471 15 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 IV-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 12247 41815 373 606 14 783 14 962 14 114114 1321 14 IT-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 (13A 767 13 909 13 1052 13 230 364 609 897 1224 g 1562 14 1801 14 1T-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 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 2V-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 1 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 1 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 (151 1980 15 2322 16 395 589 1135 1514 1893'1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL 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 WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM 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 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU���tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4"V44194rrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-IT 8F32-IT LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 15740 6627 1363 2192 3079 13966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 '4924 T-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 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9' 4" (112") PRECAST 591 680 113 15 1471 15 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 IV-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 12247 41815 373 606 14 783 14 962 14 114114 1321 14 IT-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 (13A 767 13 909 13 1052 13 230 364 609 897 1224 g 1562 14 1801 14 1T-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 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 2V-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 1 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 1 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 (151 1980 15 2322 16 395 589 1135 1514 1893'1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL 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 WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM 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 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU���tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 1 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 1 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 (151 1980 15 2322 16 395 589 1135 1514 1893'1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL 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 WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM 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 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU���tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL 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 WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM 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 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU���tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL 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 WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM 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 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU���tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL 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 WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM 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 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU���tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU���tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU���tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 674012859 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 156E 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 74' 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4' 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 914" V-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'41 10'-0" PRECAST (2) No.3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 329 602 602 430 602 12141 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'4' 12'-8" PRECAST (2) No. 3 2 No.5 270 449 449 286 451 14'-8" 13'4' PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 15'-4" 14'-0 PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand N.R. 277 277 202 281 2 No 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 N R 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 203 203 155 215 No. N.R. (2) 7116 strand + 24'4" 22' 8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED A-f ice+ i•. DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTIrY OF #5 BARAT S - SOLID LINTEL -1 I LOWER LINTEL CAVITY [8xl L/1 U] I6-P-1 LQUANTITY NOMINAL WIDTH J NOMINAL HEIGHT OF#58AR UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (I)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL'Y DETAIL'H' &'J' DETAIL'K' 2'-10" F-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 34' PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-19' 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" 6' 4' PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'-4" 10' 0" PRECAST (2) No. 3 2 No.5 1568 1568 1222 1563 12'-01' 10' 8" PRECAST (2) No. 3 2 No.5 1439 1439 1075 1439 17-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 134' 12' 0" PRECAST (2) No. 3 2 No.5 1232 1232 849 1232 14'-0" 12' 8" PRECAST 2 () No.3 2 No.S 14 1149 1149 760 1149 14'-8" 13'4' PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 2 No.4 154" 74'-0" PRESTRESSED O No. 3 2 (2) 7116 strand + 1291 1291 775 1270 2 No.4 17'-4" 16'-0" PRESTRESSED 2 No. f) 3 (2) 7116 strand + 993 993 600 1084 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No.5 20'-0" 18'-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) 7/16 strand + 720 720 366 716 2) No. 5 (2) 7/16 strand+ 24'-0" 22'-8" PRESTRESSED I21 NO. 3 (2) No 5 642 642 306 599 DETAIL "H" DETAIL "I" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ rtQUANTITY OF #5 BARAT S-SOLID LINTEL -1 1 LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 811x]2" 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 (0) L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF DETAIL'DG' 3'-8" 2'4' 2' ' -0'(2) PRECAST D . W 4 5 IRE 2 No. () 3 3764 6455 5637 56C-7 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2' 2'--10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 4'-4" N-U' PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9' 8" &-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P-PLAIN LINTEU QUANTITY OF #5 BAR AT S -SOLD LINTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] j LQUANTITY NOMINALWIDTHJ NOMINAL HEIGHT OF#SEAR UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#SU (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 7-10" 1'4' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'41 PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 F-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 992 1 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13'-4" 12' 0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 IN-0" 17-8" PRECAST (2) No.3 2 No'.5 804 804 529 838 14'-8" 134' PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 2 No. 1 T-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 (2) No.4 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 655 655 340 645 2 No.S 20'-7' 18'-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2 No. 22'-a. 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 (2) No. 5 (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No, 5 399 399 217 412 ;• t DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P- PLAIN LINTEU r QUANTITY OF #5 BAR AT 5-50LID LINTEL 1 LOWER LINTEL CAVITY [8xl6-P-11L/1IU] NOMINALWIDTHJ `QUANTIFY OF#SBAR AT NOMINAL HEIGHT I UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (21 No. 3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE (21 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 T 8" 6'-4' PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 68" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 64' 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'4' 101-91 PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 1 F-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'4' 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'4" PRECAST (2) No.3 2 No. S 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 1948 1948 1093 1591 No. 164' 14'-0" PRESTRESSED (2) No, 3 (2) 7116 strand + 1774 1774 996 1494 2) No. 4 17'4" 16'-0" PRESTRESSED (2) No.3 (2) 7116 strand +2 1368 1368 771 1264 No 4 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 1084 1084 615 1095 No 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2) No. s 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLAIN LINTEU QUANTITY OF #5 BAR AT S-SOLID LINTEL F LOWER LINTEL CAVITY [8x1 I6-P-1 L/1 U] NOMINALWIDTHJ J LQUANTRYOF#58AR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD - SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID 115 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DS DETAIL'DH' &'DJ' DETAIL'DK' 3'-&' 24' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 1D000 10000 10000 4'-0" 2'-9' 2-C PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10D00 4'-2" 2'-10" - 2' 6" P RECAST 2 D4. WIRE (j 5 2 No. 3. O 4032 10000 8687 9503 - 4' 4" - 3' D' 2'-8" PRECAST REC ST 2 D45 WIRE O s I 2 No. 3 O 3647 9133 7835 8173 4'-8" 3'-4" 31-0" PRECAST (2) D4.5 WIRE {2) No. 3 2990 7025 6382 6382 5-8" N-4" 4'-U' PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 5-C 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 8'-4" 81-0" PRECAST (2) D45 WIRE (2) No. 4 - 1563 1563 1113 1455 DETAIL "D I" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTITY OF #5 BAR AT S-SOLIDLINTEL 'I I. LOW ER LINTEL CAVITY [8x 16-P-1 L/ l U] NOMINALWIDTHJ � LQUANTITYOF#56ARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES TOP LEG BARS: (PLACED IN(SEE SCHEDULE) 3000 PSI GR*2'�'2 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. _(1) #5 CONTINUOUS REQ'D. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & -PER STRUCTURAL PLAN 2107.7/32"STIRRUPS AT 4'-0"Gc 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE � �(TIED OR WELDED) (ACI 318-08). L+�BOTTOM BARS 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGNSEE SCHEDULE 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 5/$" 2.) CONCRETE: NOTES: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 1. MINIMUM COVERAGE OF STEEL -1.5" 2• MIN. BEARING REQUIRED AT EA. END - 4" 2.1.1 PRE -CAST W / STANDARD REINFORCEMENT-5000 PSI 3. STANDARD FOR REINF. STEEL -ASTM A615 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 TYPICAL LINTEL SECTION 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF PRECAST CONCRETE FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 3000 PSI GROUT TOP LEG BARS: 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi (SEE SCHEDULE) (PLACED IN4-BoT-roMBARS 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. = (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 3.) MASONRY: 00 co M(TIED OR WELDED)S AT 4'-0"cc 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY _ SEE SCHEDULE ASSOCIATION AND ACI 530-08. M N 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: MW. MIN. 7 5/8 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A n BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL -1.5" R606.6,3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 42 DESIGNER MAY EVALUATE CONCENTRATED MOMENT THE SAFE B CALCULATING MAXIMUM RESISTING ND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEARR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#SU DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6", PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 N-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5-10" 4'-6" PRECAST- (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6;6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 74' 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7' 8" 64' PRECAST (2) 54.5 WIRE 2 No. 4 5967 6199 4657 6477 8;0" 6-8' PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4' 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 10'4" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 13'-4" 12'4' PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" T2'-8" PRECAST (2 N o.3 2 No.5 1 878 1878 1225 1878 (2) 7/16 strand + 14'-8" 13'-N' PRESTRESSED (2) No. 3 2413 2413 1338 1974 2 No. 154" 14'-0" PRESTRESSED I2 I No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 16-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No. 20' 0" 18'-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 127T (2) No.5 21'-4" 20'-0' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 2 No. 22'-0" 20' 8" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 1023 1023 576 1121 No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 898 898 481 947 °'�i�9 TYPE DESIGNATION r• ;, ;.: `� +••�i 7 *•��'� P-PLAIN LINTEL/ r QUANTITY OF #5 BARAT i�� S - SOLID LINTEL I LOWER LINTEL CAVITY +�.;. [8x16-P-1 L/1 U] ,j' NOMINALWIDTHJ LQUANTITYOF#SBARAT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "0" DETAIL "P" DETAIL "0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x2011 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 #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-U' PRECAST (2) D4.5 WIRE (2) No.3 7665 10D00 10000 10000 4'-0" 2 8" 2' 4' PRECAST (2):D4.5 WIRE. (2);No. .3' 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 1OD00 7552 10000 4-4" 3'-0" - 2'-8" PRECAST - (2) D4.5 WIRE " (2) No. 3 4897 10000 6836 1 D000 4'-8" 3'-4" 3'-0" PRECAST 2. D4.5 WIRE 2 No-.3 4017. - 10000 5613 1D000 5'-8" 4'-4" 4'-0" PRECAST (2)D4.5WIRE (2):No. 3 2448 7050 3434 6540 - 6-9' 5'-41 - 5-9' - PRECAST (2) D4.5 WIRE - (2) No. 4 4569" 4569 2302 4235 7'-8" 64' 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 DETAIL "DL" DETAIL "DI DETAIL " IN" TYPE DESIGNATION x1 I6-P-IL/Ij ] %I=J Ll�a�i'IIVI 11 UNIT '2382' - 1ST FLOOR PLAN 1 /8 11 _ 1 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 ##51j UU(0 LL SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL 'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 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 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'4' PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No, 4 396 489 489 1 261 393 DETAIL 'IDA' 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 LI) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' &'D ' DO P DETAIL' ' DETAIL'D Q ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 100D0 10D00 10000 N-a' 2'-9' 2'-4" PRECAST (2) D4.5 HIRE (2) No.3 7599 100D0 10000 10000 4-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 100D0 9505 10000 4-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 100D0 8604 10000 4'-8" 3'-N' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 44' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 100D0 4325 10000 6-8" 64' 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 Tom" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 DETAIL "DO" DETAIL "DP" i ••i ;Y DETAIL "DO" TYPE DESIGNATION [8x16-P-IL/IU] �J ���iW TYPE DESIGNATION P - PLAIN LINTEU QUANTITYOF#5 BARAT S - SOLID LINTEL r LOWER LINTEL CAVITY [8x]6-P-1 L/1 U] NOMINALWIDTHJ LQUANTITY OF#SBAR Ill NOMINAL HEIGHT UPPER LINTEL CAVITY MAY VlRfLIA� P9VItW AMST 'Virtual review Assist, Inc. Plans Review completed a for compliance with the 20 Edition by Debra Anne Kla SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 91x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'4" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5-10" Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'4" Precast 318 981 9' 4" Precast 222 772 10'-6" Precast 156 600 11'-If Precast 132 651 12'-0" Precast ill 593 12'-6" Precast 98 544 13'4' Precast 82 475 14' D" Precast 71 429 14-8" Prestressed N.R. 417 154' Prestressed N.R. 369 174' Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N N O } R. 6 00 u') 4 �.iae'1 W O W Z r Q Q) LID �1 - E O 0 U W M ch C-4 U co O w ao cM t 0 Y/ Q � O �o Q Z ��q }U .N W Q� N (V 7W� }L�� 0M V V 1 CL -0 W W C� W 0 LLI Uj W O I- W IW- Q of it z It Z IY02JQOQ�QIiUO�Jo _ Q Q F- U :OXJZLL, z2_j F-< Ci W9OZOR00M0z U W W W� W 0 Z 0) a Fn W W fY Q= J 2OOIL LL Q~QOWHUZWW6 Q YZQQQ OQ �FQLL O N Z O I- U) q QE- cMO Q u) M ILL C U) Q W�/ Q Lo I- W 0- (r) Z h >U W J O O 41, N N d approve N 0 FBC 7th r PX2300 O CO 00 N O N O N N N OO O CI O N O N O N CD N CDN N M 41d)oo"M CD 0 0 0 0 •N La 0 0 NM 0 0 4 0 � O (0ti O � M ^ VJ O W owin O WUI~--> W O Uo�Q VJ ZW F-Q F- 1]_ F- af Inz N VO(=W z3: i-�W0 M �zZW CM W N O��z Q U CL W W z z TQO ■ Z U Z O O a ry zS12 Q z J N " W O LAST PL6T DATE ■ Apr. 11, 222 z O STRUCTURAL J DETAILS B (LEFT) 9§9aW9,e0Wff lAotintill 11-arlitim ( I Ili GrauSI - 4-V22_ x 4- VV X 2-1 -- � - � 5-e Ar"clificirl: S'Jur-duile, - 1 4121, N.-L A32SQA& ill . 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F L8248 A 0 ___ .— 1 +30�0/­313.5 psf 12,13,1/2023 - __ - __ Wayne -Dalton -.12--= - ill, J � = S edes 80001 8 1 00 8,1010 #1 'l 24 1GX7) � F. -L 1" 8248.1,11 � - j - ".3 psf 1 +34,4130 I I -121131/20230, D. � META111- I-OUVERIED �DRS . I i __. , lCurries DhAs1onafAAr'K3r1n1c - - W — ___ I - -F- . a - - . . I ­ . a 1 . 7447',,alind 847 Single & Pa:irs of Dollars 7,70T'727� - � - I I I ­.� ____,_ . � - _____ __ � I",',, ­1.__­____ I- Ll I 537,iri --_—_­-- ...... , - - - __ - I I 9 - t . , ` i I F IN/A (see inst slht)l 12f 31/2025 . __ j 2. WINDOWS i I � � If - - ------- - - - - 11 I I I = I - i Z = = = . � r I I I 1 A- SINGIE HUNG - ­ . I - I M! Winidloto-s- and Doors - � � I . � - Series 'I 35 - I - - - - 11� ri� . -174 4 - __ L_ I 99� j +610i,,O�? =1 i-V j y -0.0 psf - - 18 I Of /2023 jPGT � T � 41, - 0 1 sledes 5150 931 2 FL2 9 1 N/A # 71310/21025 8. HORIZONTAL SUDER IMI Windox and Doors i - -Series 188- 1 - P. T i 1-15351.1 ­ +55 -59 1 .0j 5.0 psf 2i ", 6(2024 C. FIXED MI Windows and Doors - - lz*">edes V�ZR I F Ll 5349.1 - +60.01-60.0 psf - ,413/2023 1-11- 1,11, PGT � � H �^ i Z) j, enies 5520 � r �3 F L24 i5 1 ,N I 4130(21025 D� IOU I LION — - - - - MI 0ndows and Doors - 6 A !Sedes 57 *f E FL105353.2 WA IZJ031/2024 ­ PGT I-Sedes 5500 �_J_ - = IFL261.1 - M � INIA �T a. 26t2O26 E. ____.,__.___., I- OT ER - I - __ ­­_ I —"--"",--,--,'"',","""""-----,-,-- - I ­ I . - - _1__­_­.1___ --r_1­­­-_--_--_ � � � - ­. --.�-.-.--,-�-�,.�''..-�-�,�----'--,—,�-,.,-,--�- ; i i .1�.,—.,-,�,��-.,-�-j�---�.�11-1-11�-111----,-���-�� a I : i . l ­- ­­r -1 _____ I . 1 PANEL W,ALL D - i I A � SJ04 N__G - . ji- a 1.1arnes Hard-& Building Prod. - If sir-ac 1 lCemplank 1-ap Siding and Halrdl- PlanX 'Lap Siding -131 FL 92 � 1 r- 1 IN sl A - I- Lail 3192 � 222 �_ i � i 121311202'31 - - . 5, . i-E 5 R."i I SOFFE I .- . We Alsi - __ - - a I IS ot I i d a n d V 9 n it ed Ni J_ n illir I S offil t - FL15.272.1 I ; - -F-I 15272.2 ! +75,1W-75i,!0 Psf � ;_ I . - . 'I 12/3112023 __ �_._�._l ' ,Alpha Alurrllnw.n, �Inc. ­11�1_ it ESolid and Vented Aluminum 1'*_tc',ffit .;- __-, 1706544 R5 .. .... � .... I ��.1111­____ 5 +54_21-R4.2 ps,f __ 1 71310/2023 FC. _0T H __'­'_'_ ----I-.-- _____ . ____._..._­ i I � I � ----I--. 1-1 � _.__,__,____,_... - I __.____.._­ = - � � � - d I" L==- _" ___,__ . . - - m I - 11 � ,---4- 1 � . . . � - I! i 4. ROOFING PRODUCTS, - - - - I I I - � A, - ' ASP�IALTSHINGLESS M 1. - ____+-_­_­­_ _­­­­ ... ­­_. --�..---,-�M-MMM�----.���--MM----�..�.�.��.. , - I 1 i 6AF -�-.-.mm--.m-----.��.'..-.�-.—..— 13 Tab, Dimens�ional R --.--- - Fl-110,12 11i i M 11 .­__­­_ _...­­­.� . . . = E - NIA i __­____ AI 1 2 II 612022 B. � '- " ­_­ UNDERLAYMENTS . I ,­i I.. �ami (jor Shingle Roolh - - _____ - F* � I- if - ent - 151b -e- Underlayrne V __j I F Li 2328 . = . . = = VA - 11 I 61291 23 I '20 ...... j . Hill I I M Plyclass USA. . nc, "for e"le Roof'. - I .-ilk i. iii In lij�k iPOLYSMCK TU MA'_ r', L5259 1 F III 1110 1 - 1 -4 2J23/2023 i I C. - - ROO ING FASTENERS * 1 INOTIUSED - - - . :1 t I 0. - _ . - I I R001111w VEN11LATORS I ompson A irch tlitillietal Compir + ff'! Idae vents -0 iR - - 0-1 1469,18.1 r Li i i 1:L1 691,18.4 1 1 - i N'A 4 i 1 I I 9'9'2026 M ­­ - ­i­ � i7hi .... ..'i - Zri IFlodda Metal Products- h a- - . If A � a - __ IF ent RV .n .FL211580.3 . - ff = - - VA - I -213112024 I 1 . - - � - 1 I Lomianco, Inc - - - - - DA-4 Exanust Vent ___ 17-2021 FL=11 m I . R % a 97.5/-97_55 psf z + - I ; 4 -2 -2/10,12025 "' C, ROICIFiNG TILES Boral Ille M ---- - � f Villia 900 F1784927 - F-7849.2 IN A' 1 3­1 -1 2_8 ' 12/31 120-25 11 Im - - I Boral Tile . - � ,1 ` i Saxony 900 1, � ii� I 1 ?­ L7849.1 6 - F_L_7849� 20 WA - __ - - ,lZ131/2025 I I - - ­ = N - =Q %W ii - a. a -_1 'DMC 10VINS, DM"a 50SS� D'i-ii 175S, MAC - I I F � iM ETA L ROO F Drexel Metals. Inc. - . I I 200S, DIM C 5)V . � I FL1 7679.1 - , i+O/-180 1 1213112025 T - ff , i 4 � I - 5. SHUTTERS � i � I I - - - - I 1 i I I - A. ' � STORMPANELS - - *. - - Global Prote-rijon Pr � - oQuCts I - . - __ a .__ as - - __ - - _Galvaniz� Steel S rrn Pane� � _-_j ILAa . i __1 � , FL15076 .1 = . - :,- - ,:> I - F-15076- WA i 121/31/2022 1� .1 All American Shutters & Glass ­ 11 - 1 III e____"_ Z__ - - lis I Gal�m � rnized Steei Zii Parel I � ­ .--..-- iiiii- � ,, 7 . - . . - ''I F 1-1 7869.1 1 lkv .-. 'A I I 12!31,12022 6. STRUCTURAL I � - . - 1 . . I I i - - i j i . 1. . - . - � . � A, t WOOD CONNECTORS-lI � . ... _._­__­____­ _U1`3PS,tru_jctura1 -C—lonn --- - . � 9 I --,-------�.�l-..-..-..-.-...--.�.. see chii L . I ANCHORS ISImpson . ­_­.111�11. ­--l- Stmng--ne _L__ . ___=----- -, - Isee __ t -mi-�.-,�-��"".--......--.,��,--�-.-�--�,.--���-,-- chart I = E - - - IS_ TRUISS PLATES 11- t Ildirlic Components - - . I ­u - Wpine'lri -s-- Plates I t- I I 999.1 -a;:' - . I ­- NIA 1999.4 - = - - - N .121311,2024 I I - _� C. - � jMiTek -I---- I -.-- ENGINEERED LUMBER Industries, Inc. _..__,,,,____ Weyerhaeuse.r - - - - Fli Plates I t__ ��------�--�-.1����-,�,�,�--------�.I ­-­` ...... ___"­­_ I . Rim Board., LVL, Rl'.13'L. LSL . ­1 __ - ff ' 1^4 � I - = F ' F IL42 1 971 - Fa - 2197.5 I NfA 2J31[2022 � ---- I 0 i 4b_____11 r, ---' __ : I i FL6,527A -:FL6527,5 I N/A 3131/2023 ___ 0. _______.,. ... . . ._. .... .. . ­� 1 I^- MATERJ Ad lCast-Crete I _­­­­��­­­­ ..... .... ­­__­ , ___­­­_­r;­,__ � - I...r-�--.M-"--,L�"-��.,��.-���.�.—_.-������. ___ - C oi: It . , High S rength C,oncrii�­Clntrii � -1 - _� = - - r;l ... ���.�,,�--,I--�-----�,�--�.-�"---��L-��---"��"",",",-- . F I 15841 L : � : i r ...... ------- -51 - 121/2022 lCorrmeri ____�L ^ M M !% %a ­_ Concrete Fr -A -ducts, ris-'High - . __ i Ar . ` - - iiiiii! = . I SIFire--ifll Con-rAte Linte-S -a . % � N_ a .. ff ­­. . - - 4 - Fl 774 = I � . . . IIWA - ­­ ____ 512024 I—. I M M � I I M M r . . . I . i I ­ � I . I � _4 � i F I I -I- I � - - - * m - 4 __ - __ t I S-1 n W - . .^ M M--- I . - - I - gnspec-illon of these products, rasee following inform, ation must be - -and that at ll e time of cts If I e - below did not dem onstrate product approw at plan remew. I undars 1 iiiiiii I Uter - -- -be proclu%. .2 V - . I I __ - -- , lf� M I - avallableto t. .-a linspector on the jobsits; 1) copy ^of the product appro�aja 2) A P lip Ll CA N T S liG NAMURE DATE MAY - 4 2022 � - V_ \D/\ "'ily UAL I ASSIST " , �� j �_ ,,`ual Review Assist, Inc. -, IPI�:,,,ns Review completed and approved Ir,-)r r-omrll'ance with the 2020 FBC 7th i " � -­ , 'I - 'k iD . -Gi-bri r ,; Dc�,,i a Anne Klahr PX2300 . Florida Department of Business, & Professional Regulation Building codes and Standards Produlict Approval Application Detail Page 1 of 3 I rzlr_m liid*� ,. I IN ,� :" __ � - r � . 2.: , - � : � , ! ,� . I 1� � �, 4 � , �::� ,�, I I'-, � : : .: : , ::: I I 1. � 1 . . 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Simni RE Ryan J ii Pi E fl-fli 0 M Z111V20 0-11,2_912020 1013imm Alethwed F_ 7_5 C.ral,ei E�, E_ ISaQ 8i PE.A3400, M-- 737-66,56 sul,cliftwily Sarnalpi t�araror Door M%seri Iqw�perrsw Polemist, w compliance MaMod- P,mll Report hin. � M FalrdaRregIareradArnre 1maI_inarhWd%r0a ii-for"slor,oll Engineer FLWAC� ��_- emyow Ap.gramd Torus AppmWW-use juill assign Swa # �,_­��,_ PI Number or Name Froduat0lewhation, ChantractExpirral — In HvHZ outside NVHZ —ye. Resistant Pressure t . 11 11.1,oarC-­ahhISrrMth-8Wr H.hil I UM 6 &*­4-praoteuiruat� Opaque, I dj �111&nZ' , � � i 1-1 I 11-1 r1iA , Coropoone Ldg- �-`W;i Finale Door [I reiiinurtilout-ins X -fig-tiori 2 b Therma T. Rbaa�;qurss�c and Sparmth-Ste, In a he 1 in a 1 60a-, �� Xni I ra p ati q u at. 0 paq u- 1MI0022 Yes yes Y" " Compasne, Edge Fibouass %nno, Door .ith 4.1i 0-- ,v�o: XO. ox., OX0 W11figata 3 o TI�afmi Fla­� Ciasid, and S=olh�Shu Nominal a &;ruQt,1mPzCt&quot opsow 12�3 1 ,742-12 Yes V�n Y05 rJ1 b4 Compfirito "a Fjbvqla�. W. 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ON' a QX0 obinfigurallorhei, a f thernezi FItier-Cla6aficam samole-Eilar hilminal 43&#"'���o4quottoDo-imp�iat&quck Opaque I �IvZl I t� MI-1 P40 � ft luo NIA Florida Dreportmerit Vr SAOLI & Professional Reg%4lation ppv �p .r I Florida Department of &sintasS Profmional Regulation F�Wl ell Florida Departmord of Busimas & Profiesslai Regulation II I d, Corntirmale, Edge Fibeirlilm Single Door Ru 1 ld i rig C n dies a od Sita r. da tds MRMI Building Codes a rad Sta nchcn:6- 1.1420"i'l Suildig Codes rund Staritlir rds Ift1w (InswinglOcrt,imerait X cctIhaurathan) - .. ,i Thermau­ir�Fibea.Qlaicsa; and 1�mraoeliill-:s- Norri B&1eN;Q &qUQ1;h1gfl­lmPvr;1OsqUck opeetut 12is 1 rAQ21 NO Yes r4i, 1141A CorrIpc,eaa Ed$rii ribergicsisr Siri Doormh Product Approval Application Detail Product Appi ocial ApplJc Afton Detail Product Approval Application Deta 11 �ideiile(q (hirswraginDurbriminiL A", OX,r 0X0 I � � - � I � I . I � - - I I I - � � � I I � � I I ­­ I . � - I - � 11 - 11 I �. ­, � � T_ - __­___._ ­­_____­­­__­­ I �­_­­ --- -- - �-��----�z�-�TZ-1�-�-,��.-�_i--_�i_-_� --- % ZT� ��_­__­_ -_ _____ - -.-- . I., 1, 11 I : : :1 ; : ti: -, configurabow- 8 h The�-Trif:iL�,Ci��#.-��-dSn�Vi-S�F-,r Monarral B&iir3g1�0,&quGt:1qinh1 minxtsquat Oenci 12P,10= rq� yug, Ne, pin IFUU34I � . I � � �, - � � � . � I I TtAOMW - �� � � � � I � � � � I . . . � . � � 11 � I I � I I � : , I U904133: � _ � - . � � �'.. � . .. .- I .. � , ''r .. ,� - L ,r r , ' ­­­ '' ' ..'. � .... .. . , � I � I I . �,� - - -­ I ­ . � I �. --- - _­ __­­ � -_ -- --- - - - - .. 1 I I -1. . - 11 I ­� 1, � :�: 11 I .11, � I '. '. �'. "' ' ' .. 1. � � - . .... - __ ­1 .... � ­ I .. . . .'I 11 I. . I 11� ­:­ 4:�"", J '­�, �. I .-I-1 � , L'.L � � , . - ., - 11. � � ------ -- - - � ­­ � - '' ' ' L ' - - �, - � ... �­_ ­­­ r . I ., - , . � � .1. I - '� L ��:�'% " r � I ; r �: �:L,­,­, ".:, � I I L . I CewnposIteEira FF1bahg;%;xaDoubkeDoorIcAfto, Mi,hruts�dril "efIrImmcir0rinnini -r OXXG ses XX i; Qg&_ I � . � - 1. . I rginix - I I acto 21W I Gaii-lEa-I U& Qh - I I I I � � . ti��Jjy gir I . I Diu I 1�t ­ I PaI. Plift0iii Data I - - I I Cc& I � . , � � - , - - __ - _ : � ­­. _ _ � , . � _ -1 ..­ - - I I L � -- � � I I --- � _ - ___ , ­­­ ­­ � - - - � ­_ . . I -- - - . I I � . I � - -nAl 241 Traft �W*so I-- 11 �, . -, ­ ­i III _1; rxmfitjurglil�ng) 71- verrivin iliduafiazaam CI Wilgigarra, & liI Ve1hritierd ila V-44gh sclorrad Far icw_­_�4 APZ:2---q 2OI am V�icligv mm�_e,o-,Inr OeIeAal crint-�I&JI;ymn, V'riubired lay KAdiilml calmnlIttl rK,linaggl9t, A" $to- TV" ilrersim 31anileactiver clorl W aralluvi L12= vildriarld sy Vill"Ord schaked r0c, Ancroval Abovislard $04- , ,u I, lhue,rula-Thll i:,her-Cbeema and sinrolh. Seer Nv,nnal Wiil':'� &qcoU4r,,-1m;Qc4&q0ct M-eel 1 21,31 10*2 i4o Yes No MIA AtrinelIsI, xilo PG I Iduorma jePaRcautick h.%­i-D,4e 9�t: 0 - VAL vm'4r,­ae auCo,CEPI I imr,VZ I I 0612M I 11, -J*20X'1 A- I ,10,isiinIi _, t, 42UI Par VI arid Deeir, uu,u ohral,, W, R Ln- PE &­ 9 UI P9 %1IM2020 I riNui2ro) ILI,14`20Z I ZI 5M20 M)rNIA Aamiguen M20 PW"e,wsuva jam, RiciarecuAl Ano�naw RCCD - �!Enl Weiret.0tos, eccb, V� 1 I 10I M IV I 1 MI 11IM12,120 AW-11d Composins Vdi, Fiberiqlass, S; ii W Door ! ` GA.Wimliz V,uria- II �_Wo ("M"N311-5" cawori,y: Wind.- �T-17� las-vu,ii PE-82al 4 -,717;i 3 1 r-Wil Ctt.oI V%nin:­ *l)4PA-011). (740 314-25W (lm;wra;j10,,bsvnjg� X coriliailrabo n) ig,t"Irgiary, RT.4 yorcaelinapIeir,dursareas SulaCtI.Wry, M.M., hardirIntioninid -, 8-1 C.1.0I U.0- imairtbrapoundushriucc 10 �= TrormI, F-Pner-ii;sseli; wid Sinoo0i Nom"al ellilli A inquotHwmixecaquoi, �nr 12131 !::�'z No Y as rati N F'A C"ll trai 19.1laink Callifica ii- "ine, It Lha- on - CArnoffai ntnthcd� EwineVo,i Rtom Tim P C-W*O� a4liI Cernn�_-Pner more, ,, using MI cicwIlporia. Edge ribrim9la,ni, S 'rig to D30, �� F I nai I V, FI � rill 5 1 I a I I L r d -� viiii � r, I o I I a I I vu� ia e, d F I III 6 o o zeldirae(ril ilns,qrQ0&r-i,Fg: X0, OX, a QXO f WW!1!WTLI'A*1A Flfuf,,�i�_,* Enji- EL*"-L4AILt--Atll onfrioUreporm) I 1 k Therma-Tru rkr,Cir�Claealo ena Smocatu6te, nin,noul M � I D31 QIr �__ L JM�t�.AqUotl�lo�r�_4,,.paCL,,�q�t _n,n,,j[ No Ire. NO NIA ci� Acusurcer Aw- - Us. A, anKcinie ra Llkea Impact Cast- FLA5;lii;siu-_1,d,ue;s Quarev, Aaccur, ameo A-,Ypd For Uni fiampoeed fte I irmicial lipsion C,unpusitivEdim, Fiberglass, Djuri Di_ vrdi III, 2EgLA PolligiLt Unidel, N­*�_ In- lban Euaill0l 0"S311I 22aI laillAi-Am. III-- 2die4de RIIII prinimen- Stall P,-dw mocal. Nufter a, manne P1,04M ricWhew corareatt Duration Me 4, Kwz QW-IW lia-amant Previvre , withocra Sirialham [I n&Mri;pOuM.riiI XX or ())I $ PIIIIII (Lerge h4hinle inipmet) I 'Arii Feed wmd,cw UM02! - . Yea 'I- rUA gr Qi Ass, arear . Arm�,m-w.u5j- avtKyAm r" L Ingract utaim - I various form[ 0"I" an al MA -I Aluminum Whic (15126I Yee '11.0 n, MIA, oiInfiguratlI 1-111hil d "Lle ringighbaviiI FE; �IN Lia r Rnonecy, Dirsedlebon rurd-aig-Enduakill 0019 4M HyIez �rurhaai RVH reirchi Priusilu" 12 1 Therrma-Truu Firleer-CA&L%ioand Sinnooth-%, Nli 71-#'-*�,3&�iii,,)tL�4Dr-iqlpe�i�tSquct --inned 12PIVX Nio 11'e" 11,n We 2 V'rhual Awrinual "Upl- fIMI,11024 No i�,, Y�, NA co'"i-eirer EjA­ FbarAweo zing W, Door r 1haNina"Otris,"VI K M,axatcrfl) 13 ni Tf,isrre, -Tru, fner-Cla- -d 3 .-lr,-_-. F tI 7zeI &:j..tN­k�P0Cl&qL.1, M-_�Id i2)31j= N. Y� NW Wk co"pI Zn�n Fibnl- Sing le D9ofwam, e $tde Ira fe) (I arniinar-titiarra, XQ, OX ,, OXO coofigurations) 14 I ThernIec-'ru-'Cier-CIATIrIt *rh Ftnrucn,Stor No l'i A I Nominal U*U�0 &quotN6tr,-i rilunctaquce, Creep 12131��11= Yes ruo Cernposite edge riberigtitecc anis I. Q­, ihienangfoartsviIng, X corIlvarebon) 1 n Q_ Thermw T. Plow-Chroir; aid Sraeoilo-Nuar NorrImid 8ailliKO &quotlNori-Impactiliquel; (Arzed I 2f3i r1KV21 No ytrs- No NILA, Cornr�site Edge Fiberolasia Singie Door cada &1v1PhdF,) 0nrO,Ping10td�a,I OX of OXO wirliguratconii Florida Department of Business & Professional Reriulai _ Pain I c� I Florida Department of OusireeI & Profos�sllonal Req,ilation rage Z or I Nor= Department of Business & Prollessicirral RogulaiI P.R. I a 2 18 p� Tlhe�.Tru Rlow-CRassen and snrrarrh�lnar Nomhal ML039 IO ilquol,;Nrin-3 marac3quI Grazed 1MV2022 NO Yes No NIA Building Codes and Standards �AI Btaidmill Callas and Standards II &Ald;ng Co6es and Slancisi rds 103I CorrIpiclact. Edge Pilbarglasi Double Cox War or Aftout Siddai (Inz,riiiarrOutiewiI XXor D)C�0 configurations) Prov"Lict Approval Applic ation Detail Product Approval Application Detail Product Approval Application Detail W 17 -, Timurrs-'r- �1-_--Cl;ass- arid $jrroclh -SPI Nomiral 009,8 &rquot.Norr,lin,aoMqcoA Clehowo I MI 012-2 No YcI riv NrA LFtjaii,adl L2 � � I� , 5 I � � � � � I I I � I , . I � - � . I L, � � -1 - I � � ; - � I 1, .1. � - . � � � I I I ­�­ , e7 � I I � 'V , 'i 'L I - � � F:� � . ,� -:1 � , .1 , �. . - . I - , - - ­_ - __ __ - I __ - . _­1 I .1 1, - I __ I � . I _ 11 - - � � , , � �'_ " I � 11 - I F_U1272� :i� : I � I . L - 11 I I �r . � � � I �, , � � ; � I I _ L � � � � � - � � � - I ­1 � t. L 1 ,4 q L �,:....t � I, � _. I 1 � �;, - - . I - ,'� I I . I ,� I I - � I � 1, I �_, ., I 1- I 1 , 11: r ­­, ­­ :�� . I .1 � b 7' - 11 � � I - - I � 1: 1111 �� - t:. jqiiiu�g�OI "I", 1L.- , I 1, , , ­ ­ .... .. , I I D, 1, � rI, � � I �, '' �K r ; :� I . - -.1 � � .11 1; ., !.­:I.I: [::�­: ­ �� ­ L �1 L �­F; �,�, I .., I I I � I� ,,'', - - - , I - � � ____ . -.1- ­ i. ­. . . . ­ � - ­­­ .- = - L, , ­'�:V� ': : ­7�::, I,::I:Ir.r:��::��.r ti�� 7i_­rv� �t­� I., _­­ � 1. _ � Z; - -------- Z­I;��Ijf::;�tI­I_P:j. - . � - ,:,.,. P � ­�­_. �.�.:!_ t-," - �, - I ­ - ... ­­ ­­ �_­­�=� �" I 1, , � - ­­­­_ �­_, �.__ -- ------- - ----- - � .... I, ­­ r I , - n. 7� .- �� , , , , ., - Z :!=� - .. 11 -cimposkeEdI "elairaSkoic0co-Ah. 7ranpon, I ­ ,Jri­nr�Uhni ; C1j`X ConfIgUr I it inXYT � - r � - - � I I I L - � - � . � � . � � I � , � I � - . � I I � I . I � I . - I � I � I I I -_ . . I � �� I I � 1, - I � 11 I I I I I � , � - I � - � ­ I I- � - - - - - . � I .11 �. I � .1 - I I - _. � - L � � � I � � I ­ � I - - - _ - - I I - I - � r� - - - _ _ � - -- 11 � � I - I I � L r , ---- � - - - 11 � 1 1.� __ 7�: � - __ - - L ' ­ - ----- - --------- I -- - � - : - .1 1. � 11- I .... � I � r­ I � ­ � I �. .. � � '11, - ;:�:. :_: � "" � I �.... 1� � - :': I I �.�. I I", . . - . I .. - , - ­:,_ � I - I I . . - I......... _­___ __­__­_.__ - � ::: :­. :: � F , - .. - - . __ _._.___­___ ­'� , , � I - I . . I I I.. I " � . . I r ..­, � �- I.. - �­,­­­.- �_. - ­_ -, - _.... -,----.-------,- - ` - - - � - � __ . - - _. - :: , ''. :. :. 1: - - - I - , .. . . . I.. .. ".. 1. ­_ ---------- I . .......... e� � - , - - , � .. . ... . . , ,. , I - I . .1 1. .1-1 . _­­__­-_­' � � ..... � - . .- .. .- ... __ - __ - ��_ � I I �. ..., " �L ' � , I I I., � .11, . - .1 . I— .... . I., ­1 18 ir Themia-Tro Pber-Cl,laeno and Slassoth-Slail Norman! iiarinWii; &quo�lcicri_irnpaneilquo; OP*I i2W.W](2-21 W Y- N. N?A r9A I � PAk 290- DX&. F-114-1-drev ka-6 ig=_ ADM 4M.- 2-M. ext liatrilligir 2211. __ I 9121111; I �._ ... �, � I I I 11 � ... - ..... �11.11. I 1: .::: �::�,�.. ­ .. ­.., I, .. jj�aZZ,­­ . -_­­;Z ---- � "' - .­­L, ­­ . - .- ­ . .. ... " I .. 11 ­1 . 11 -.1.1-11 ...''.. , _ _ Exild, or �Ml Wit ailairiendi .... � I I. �� I _� I ­ - -:1:.. I .1 - 1: 211111 C-pari Edge, Fi"lesa, &-p 6, nice, Me, .11M XIU.fl ISAU'llaum �=Igz E,�IMMA LjiI YAdlatag M( yAdai 2111I I E amo5i Wal AWA9 Jew Xropr ap,matecelinur Correct Fix6laaw & lill;;-�4 )AII ned ey Wid" jilialigauesd �BC Accirci Accooryma MAILIP met Yffrtm NABILKWUL 991 " IftulmirgrAmsan" V414-III 441reftlial MAMM11 hingtoMel alm Em.l�t.�.��.dT-�..�,��,-I,.4g.D.f.,�i,,q 01JI I-i'lly, or ` DOX0 06fthJuNiflui RI 2020 Jesus l4prom Ruadrar Ppaduutg I.-- CLOW Dauk a cl� Andret. T.ft jQhF, swthii P.E. 6111I � ,v I 4110" 0 Qah12"_ t dhic f�l � I Rrivakun Z1120L A.Wii Niak Thomplan Lindunlll &,:hrrurA,F,F Rarm,J KhU, PC OVIIJULM 02"i UM2W21 04PI APPIMI&I P%0"4 2V 1ki QAPI -V*-dAw Mutter Peru, Rev., "'It'ren- John ar KF­­_11. PE 0--MIW20 mv21Q012c IMIZ2821) 12A61`2020 Approled in . - � Thnpmri�`ai 70ces-Ciretki &Y"th-EAur 1 4 , Nru,rdwi iurrlisq; a gu4tor N,rn -1 In'Pscaquot crartia l, 14 2 j rf I I I 1;,.Cl- No )rea .1 W-� NrA �AiaaiCI Pori WON itI 10,81I rr 696,52 I2,52) �irlr�25211 L UN.O.'ri R"', 0!1 Vii I 94r7_7159 P"�4il 0 1013� 7G7-555� c.airiati Fueunrig P. PaI POI r 51155100 (04� 772,5224 Compoi Edge F irs"Wit E*aghs Door wth l5vbcaltilary: SIacig i,it-, ive-It'aamition.4, si.kcartn,n � G.Oin rr[1h_V­Ct.n;it,­m 3.1bCdelici AW.1,91111jae mirl"QW.ciann �d,tike(%) 11.­Iqcurbs',eng� ),C% QX o, 0"o compAwce liteithart Eftwatice; ricom ri a e,- c-nivinninr rievii Rn;nQuon neoo�.Ii . Compliance Pretti FvDituilion Placed torn a Mi ��&AUCUS 1-MinW-and oil Znlfioj��" Fc:AJ*41.rPeibiIVrr4-sW;e1�4 Unmar1 Here. Faster ln.nitr­d,V.la­[ � . U ... ed Fl.ml. Fraidg Rb�olteur4l AA;horra.ar a Licensed Florida 20 - T-,non%J.Tnj ;niter-Celaaa- and SM,eroth.scrr Nernirrin I 591I D &rOUi&.Nra�Ir;lbsofSjust; 0 "-Ure I 2r,31 r = No Ynrir Nis NIA P,,%in,[rx15?:5IgtI Pwe-.-in,�i Erihnow PhAessoncR E000100" 1� (ionripcod e Edgir Furculirmas SiI [Axx imth , r, Sdricil (1ria­i,mPh�Pnsvrm;. XD1 OX, or0XO rLillilin-PiLifird-I R0ni7T2­kSF--411Cle f1j"(1124,RZIPP-1I . -2I u, The-Tir rikbisr_C:�.%go mrPJ Smooth-Ehic, contirI .. -- and8iit unnffilinumbors) evm[nQ i VI 8 &qUo&;Nn.-;rriPac1&q.m`_ manxi I 2f 3 i 1 20-212 P40 Yes. P­ Nrl creiRWA-Sciria- lipp[mienifixyg. An-ved W V- UPPI, D"Edy QuabLA-man Aoun-id f- U- Awrrivid gain us; kpp..t Clow Ou.sigy Asurainee Amenredfirilkint Aninvevaitiferithe fto44ti 01,01011 ,� Cumposalle Esge Fis"lasa SlI Donr liM litail, PI Urcidal, "chartent or Name Nedva Dialicirreflon C�-I expiration (na ni, K)AJZ Nreacie nW Rolasiat 171-L'ure sIm- Prisei,al-AL-did, Wit'I 14I PrIailuet 0-�Llg2ri �L���[­ net. III hy"T c����� pir-Want P�"?21I 1=19 fecieurat Nuclei Nurriter or W- lircqdrail criscruadval Cmitead Cliarallon DW kr HVHZ outadlir HW assistant hn= , ,_ Wa) f f­,AaLjQLr%u,eeri Xf� �.)X CaL CX,_3 ��IrIcl I CIIII Ite sdarlig li�­wye,,Ih Imp 4:,,��,g � 2_11 112 0 rI __ Yea htA Me I �, &Ma-_i_&,r,uh u!irnh Wwo -alav "'le". 12�1�Pu'25 , N" fer, NO NIA i W-AWORROaShirii Peagissninchfaried 34hu'airlineed,Nrbearld 11 2116I I Yor T47A NA I corarlualuir Hwwxi and ScO confiPurnhainsl I lh�e.i Lt, Cldr,j fln� "il"ov It pa'.9 iiIM1I1nZ3 �_ Ye. WA N"A z . &--I.- T 14". ­"IffIt . V­z -I VIV V"'ry i Z � 1 ,,��a� ,4. Y.. W K�A "p-oi -0-A Wrap- 11 � - I, . Thefrnin;'m Frier-C,ligaiaroand 3rirozh�r-Oar , Norlarari Wz-�,rj &qiiMT,c.n-!Ircuc,Viq,Wt lin-w-d l?x3l)- - " No ye, - rul'i, -A � �L.�-����ent�ri@rV,P.ta�*ettoed&r�g�t)afrt IIi,enleirselldvirryl We f IM �2m *1 I(ea NO t4A Cx­posithe Elate Fiberglaei�, Single Door wth 4 ii &a­1,o&q._t seat, verr�sdidv,mylgiim 12121IMM3 W Y_ No InAl � snaliws) (ir_,tv.gXJA&w_m: XG. ox oi­ UXQ 5 e, & _dmc -M. Qz Wn nz 1141-151 varril - &I vnii Elorgin 12.131--123 `� Yet No n­ Goulhruou5 Hisao are Sri ounfigratitchm) 8 r, &m­_:S%­ G�iautq,iui F-thi ',,,,-Sdi,j vim eolIR lv�I,OI0 I u`1 yt, No ni� M w Theiriv-7p w Fiber-Cleak aricl Snxiolli-Sliar 40M[441 SWI ktist'40-irricsiallIquOt OP-1" lzrah'202� lu'l 1)?" W lha, : Corropoorte Edult Fi�,iti�Wll�umD6�apP,a�riell,%�oPhV�.ri,Tt�,Li sdarfikahs)(run-racutratheI YA ;0AWAX-20� nanfigueeborni), - -- K ii-,o;mia-T-u�,b,r-045�ic--���Sm.oth='-�ti- Narri B&MCi &rui im.-otaquot, Opaclue I 1-1 1;2= 140 , Yes- Wo NJA C.mleasts ENe Pberpt- Door Pariela.lih Vented � Qd.44hi fl rr,naieajlriub;�_.� XX, Wor.!0I I -irg.nu�,"N4 25 r,, 7hevra T­ Frrans�OAUC.n,� Frreath-Olti? N-mirial 5&**9 dquict,rron-Invarlsqunt G-I 1 2r3 VZ122 No Yes N� PI �rrepcaita Fula- Fibergirans Door PgirKJSVYM)ftr�tsd a�mcliri (I mnianwoutsynig- )CA x1i - MOX Florida Department of Susiness & Nofrelutionia Regulation P�i al Flonda Dapodroant of Business & Profg,sannai Regulation Page I dI Florida 0aparlmerit Ur 15LISincess; & Professional Regulation P.Q61 art I ��.F,grarir,jofls) bluddifing Come and Stanclards, ii�,,, 1, Building Codes and standards IVZQ1I 501din codes ard ftaridards IIII 28 z Tihof17ih'_rrU FbRr�Clai,siv,wd qrIsuoth-Stpr Nerr I MO. 39; 0 6eltior INin rrIpoci ninved I Wi r.= No Y� I NIA CrImposiffe, Edge Fiborgmw Door Pa nolI ,01 VinI suellieft) (I IsmAiIiatoutswing; Xx XXX - XX)Oi FrodUict Approval Application Dkit" Product Approval Application Detail Product Approval Application Detail I CWHigurghtme- I � I " I I � � I � � - , - . � � I I I I I - . I , - � vi, Ther nxI Fiasr-Ciasrrir and amoo(Ir-SI-F Namireal G&I 3 �eq,reN­1­-.d&qcv,_ Glained 11 W3112M No Yes � NhA ­ . . I Oarrimstle Edge Flicierguen; inual- Door Wth, W239 0 - , ", a-ts � . , 1 - I I I I I I I . I � � I -1 I I I I I 11 - � __ , I .1 I - - I I � � � � - I I � I � ____ - __ - - -_ . -_ - - � - � - __ - - - I -_ � � I . � I � B&I � 11 . I -_ I I - I I I � L I � I r I � . 1, I � I � �, I � I � I I 1, � � I . I P-400mi 11 1: - - - - I - � � - I_ � I : � �. � , , � I ­­­ '11-1 � �1 ­ I I I � - I - ­ ­ I I I II L 1-1 � ­ - � � - , ' L ' " ' � ., I - _� - T j, i �� I ,, I . I . I - -- - I - 11 I I I 2 � � - � �,-,­ - , - I , - �, ::: 12 I ­1 I �, I : 1 I%" � I!;:: �: � - � �, �. - i: : .:: � "� �:: �� ::,�:!:��:�ILr� ' � I - . 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I I FI,aluaticar Roportfrorn EpI Ruoura %9'P-Lkkut�-q� kernis Maul 095aujujiII rin'tral.5muralliara 16CMOMLWLpft V'i O �-_VM Omu,1041 Re5nitarni RR ... q 17 TTI 41CI U.p glacial SM - seat &perw �$Oli Sealet -, FW Preece - 61sickhor. CA 12131R,020 his V., WA NIA §191 1 or 20 Gage Gadvararzed SI Stoneri FaRrells1HYPIZZ contact Fx0tratuaft Date 1" HVKZ 2!Iteuce HVW __ Ccrtuganed Gal,arruid Seseil Shiourn Flaraus rearnied 12i ,_ Yes, liaksistant IiI Yea Nok I I A � a Florida Rep1sterind I ,-,.AI M4 - 71141,I ni��A - .-I P.rW___­ 41.� P.­'�_, -�,1,I,ic,11, K- "l- kl� ­0 ll,�c,,, 1 -l'i -9holile or nor slyinacks to pmWee hur V icrre prainn-nn. r' -1.� I Architect or a Licensed Florida Professional] MC:Imurl"Ay AnI lh� lelle-d --_m to 1� Sax-Y Ma - shde� _14-11i. �&nI-iii -%Oil sh'I S-Y 1U - 'iI sliv- - _P; 1pfif �­'-_ _� FW Pnn!�- RIM.. CA Imi-I) Plen Pt�ani, &-kree. 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Prive"re = j I : U) � I &ORA FLOduct ff2ft, NR2�2E or Khr - ft__0L_D_ariW0_n Deter . 1--I A MAY 7 4 2022 / � ; I I I Pohyores RherfOrride"erike Pocift u-4cdayrneirld; lirx'­�ii= Na Yes NIA 4WAJ_�B"_.5 I", , - I I I I Polyglass RoofUnderinayerents, ,1-1VliZ) Poiyalass root undedaw-.srks for usI In FSO I V23IM-13 Yes No 'I 1,14A MI \ � 11111111111111111111111111111111111111 -1, I CIO WHIZZ furisdiefloce; V �/ � � . " ,I > I � 2 I FCi1VcJ;lL1s IRWILindcraVeii incri,HVII Fol via I We -W U In d cril avrr &.1". for U " to IWMIM N-n FRO raar-HII jurliadli-_'oras. 'Yes III -91I ASSIS T to" V, " 1, 0 I _. PWII Yes NM ftin . Floods Department of Business & Profestibneit Regulation - Puq* i cl - Florida IDeparinnoril of Sarun(I & Profascsiortal PoquhahcAl Pa" I 0, Florida Dope rtment of Flushness & FrrafAAA�U &VIEW 1 10111 k6gp Pigaildl %J , I E PoiygliasS Un,oelaynbel�'i I�HVHZf Polysio.osroaundoayr.vftiorLs*�.IFSC�owl.12M Hur,lZr-e.nd"rana, INA Hualding Godes and Standards t2�O2� BUdding Codes and Stariciands lrlr_wi Sulding Codes and sta-Vittual f�eviewi Assist, Inc. k.,� 11112MI , . L_ 7. rolygilass iii-W Undisdayetems (non-HWZ I Pollyglaiss; -,of underlaymentsi use na IZ123r.wl JI F S 0 d YES - 141A -Mvii-022.5 Product Approval Application Detail Product Approval Application Detall Prockairl Approval ApplIca nd approved a > � 0- I � n b n-1ofVa4:Z ju sid! led otm !pfns Review completed 0- � I ! Prili,glevIn flaorUla3mblArnwhe HVH.75 Palyrilons rftnf undahaymeres W use irri FRCUV23A24GI Yn4 HVl1Z p,roxiantions. f4c, P[IIA WIA Wiotl& � � I I � � . � � -1 � I 1, I � . . I . 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Is --- __ SV___ - 214naft, SAll B111,01dan SAA�Diss amaWien I -i- - - - - - - E - Pn-PA� iliOill K _� M7. P043-1017 -- Par - MINAW, OVIVIV-0 CPMAP-W� POPAWL - pvAxW,=ammt fa --_�� ,mmw� mmu- V-V amo.-W,C2 I : < . - it) aphrut" aiAm�ju� $'HV�_-,9 *�-C'U- -- - HQP­� - ___ F".1- INVT� NrT, �� - LJWU%_ __1 __ "i - Ill K, FaMF � Z�PA PMW S Mi I I 17 � � - ­ ��= ­ 1�r I ,a j �� aL 4, _�;_CT I �_��, e-t'l�rt)IVW AM- - __ m�C_'-I� o- f SHEET NO. I I I I I March 15, 2022 1 PA 1.2 __ ____ I Q) ................ > W 0 PGT Indust, Jes, Inc. PGrT IndrisrnWL lvic� ludwrrrei� Inc, a) 0 5 $'F,- 2A, Regm 21)" I -5 -4 I ­CE?T-VNCE�f'VJDENCE SUBMITTED NOTICE (-IF ACCEPTANCE E VIDE-N-CE SMAM TED c Cz -ZD 0- � 2l= _-�, 1 BOARD AND C OWE Dpi T O&AN 4�- -7 �p (7 Stt) I S 9 92 -E (D (1) N OT WE 0 F -1 C CX PT A -VL CFE (N 0 --t ENI(Ii e subtnirted under previi N� OA D. QIU-ILM A!� SSURANCE C/) A�. DRAWINGS B- T1 ST S- "n turn,- d M DadeDepartunew of Regulatory and Evianoink Resources (KER (D PGLTIndustfie-e, Iti 10' lefilmolm" Drive' gr i If sdiedrawines anti A, iatk Test. per fl�-417,� Tm.S 2021-94 is i,? " 7 11 -102-- 0 0 fi! li'V*aice, ELLIM!'75, No it , T 2' A' P. �ie D. jiuform �,irati C 94 ir -e�sui -sL per FB('.`,, TAS E, N TERVQ CERTIFICAITONS LA 0 -S COPE "�')�U- k 9 Nb *it cl� ag (�Iass DC, 3) IIVmer Resistance T c per FBC, TAS,210 -,44, 2 1 - Notice of AcceptmrceNo, 15-40-528.14 isaxdtoVision E=m=-Ltmited fortlien- - LL CZ ThisNOAwbe imme-dundi 40" "'Ibe _%]D-�g4 th ur 21 of 2 1 by -amuw a M `h, 7,5�wlrlh A datted 4) e I I C� liq)act Tes! MFBC. T A'& "NNIL-ite Rigid PN -C Extet-iii Exttritsions for -Windows and Djai dated()W 0 0 > docutntaomen sobinitted has h-e-ii d OW accepted bvN:hLi,aii:-Ehde:Cc�itt,,#31�F,4.ER�-Pro��i�twt. Control Sectf`011100 044)5i'17, signed and Is hV A_ Lvag 11 ey P,�E" B j, 1-s'K dmZpeT C',TFAS 203-94 ex on, 019�3'CvM E w 0 -the Authxi*rRwini h Nt 5 V sm I iiior tnistionLitruted fort i ­17E i of Ai ame No, 116 020AIS i& aaed to V Ex her LJ) Cn T 1�-&NQA�A B. TLE STS ioli dia-vant Of t ss gla door= prepared 1000 Tan Z02 and Wh Isr I-., atits (N -W Ile) 'on � It' , Rigid PVC -Xte ior Exnat for (Z Ci/) < _h, _N "Jini" 'a C�L= "ft" I '.Jn D Ck t yi� xtserve- the, Tight to have T­bm 1- Im r ov, on 1 11 mfiarni S Test. pen. -ZAzn1 Air Pr ,Jid n entslfa,:1,20f) Testitig Lati� Inc Tev Rf ow Nk L,,f TL V, 49, dated I A u NA Idoi and oi dated 1108 - ie%pirmg az 12119 16 a "Ch�t of Mai testedfLV gualinr aseurii r. Afthispr La. 'IvIriAlle Impac t T per FB C. TAS 2 1 �04 lF S PL E� zi revised on U X)4 i S and 02;' V A 6) T 14c) -05M15 Ssued to'kision. ES.'anis o T N Or 1 Nawei A ance! - 15 t jer 1 n -uwled 15- 1 The Mafarfitsriw4ff Will suspend the Use of such pf0411:1-it or material Within cheif i a, 4�)nl RER reserves the right wo revoke this it C clic Wind Pr i- it- IL -zv-�,, 94 �y �;7 kz- 2km,7 oftiny! clii ti S� A-ricti 1weg-Im! - 6 7 t Tepon, on 3 - Air 1 rat Te�j, per FBC 'Uniferan Srzic Pressi -Test- ner FBC7 T-AS -202-94 '-Brown Coated (Pahr*d or Laminated) White, Rigid PVC: Exrei-ior Extrusions for 1A ind -z I W! 33 5 owi and Docit dates 5- 4"elitatice, if is dieteruimed bm, amimNde Sect:Iontlial far.- mductor avem zods, to L blill-ellesrrat loa lesumt Lab,l Tes1-ReportrNo.FTLK dated 12 1)7 1 -717, A soloed am 3 Wati Res� ance Tiest, F Bi.--. T.A-S 22 ii NNotKt of Accept - �e No� 164- 1121.02 issued to EN "ERG" FenesTrattux 750 ions USA, At ine oesoi w L f itte applitable bti!ding code= -('Exterii This diti Pro re-ovtd: as d enxtitwd Irevem sud h a,s beim des-i to r miply,Orith di -e Fli Building i de. . d i Isy, " P�, fTe A- 'ga, seal am St repri rin 02 1- A 6 and 4) -2-24il. 6), 1 Lmqae Missile luasai Tes-n viet T.4-US 201-94 lite � &r their �� 36 40 and Lighter Sh a -des (N. otrAli, t#j) Rizid YX It int mAinjz the R- Vii 147mricane- Zorw� DESC '11:5570(2770�'Vm-rl- Glass Door (Remliii�rt,-Ji wFwo'OV S-- I AV coruffs-L M1 or TesI r FM AS -94 t Cal Inh alon re 1 24 Unif St RcAu­Pfess Tvst� Pe-.-,FBC1,TAS ",'1 Ct,­h­ I A "M !�sk re iding M, FB( TAS 203-94 d Pre- !i i A­ w1ong With nnf laid -lip drawings Is Extrast(rus for Windows and Door-:,- A tdWP�1116, --Xpirirre on 4V -5 'Notice cfAccmtance'No� 1(0-7`12.04 issued teMNERG! h!re"dration SsalutiIi USA� A�PVR OVAL DOCU Water Resistan �fe rier FBi TAS '0�� `_94 T Fenestrawa -1 Lab I oc T e 5 it RIii, N o F T L 8 5 Z d a ted 1 Zi 04:1 signed an-d havc, Iffor their of Cap C Ex -Smzf and "ghter S oated Riggpd PVC terior XMXT DrwF. in 7 N o, NM - 5 57A A Rr v B oiled Shdmx 15 la &a D oor N 10 A. LM 4 i Large �Nlissue hrq-,,a1c1'Te51 pef FB i -0 !-0 cm -�E C 'I 5� "If I M 5 Al A- e x. Extrusions for Windows and Doors� dated M on C9'A i6ao. purmq - 11 t dat-e-d'10415 5 and lag revised on 021 li2' 6 and sealed b 31 5 good - -' -4 F (Terst Te revisej cin sSeawa uwry Wangle -L'P 1 = A- Lv, mi Mffluer� P Wi d Pr stux-, LA- ing - FBC= -A S pe, �Ur oiatry Tesi, pef FBC� !AS A ll est repor t on Umfbm S�-tir- Air Pressvire Test- ner FBI, . TAS202-94 � 1 ­­ 10 1 2F-=-�Tz.eMissikimad"Te�itl��FBC-TAc� -94 N 0 of Ac No- 1" 7 1.03 isored to ENER�Gj Feuessrition, W SA, Inc--fixo thik Rigid,PVCExtertor Extrustorts for Wtiulow� and Doors"'dated nun*leraud e*xalion daft bry the 14i ami-Daide County Fic4xit Coow6l Se ctsou --- C z IMP I CT RA MG, Lari and Smill"Nfistile I MPA it it R#�,i­ I nit alougg vvith arsdied-up iiz add inst allation. d ia of - slidn- ola&i U L eA glam T, pre al lirm--%we Lcadmatter Fijr-- I-A--Z 2*03-� ezipirmg- on 0128 1 bi n. Ten g L sb� T�,st Report No. FTL 8546 A ated i ed a., A Absna mi ard a "I'l diagram of slial ing glass docc prepared 7 Test repmts Nii L - - 3 5 3 53-�ii per ASTME�-84- See tittle I (Glieet 71 Ono t v A 0 2, (sheet 81 I'a-rapplicitim- Si units-itzes, design reurfbinceavei types� seakil by I d a lip Orteg;s, F E- "Ten rVoia; I on d I �04'1 6 and 0-11" 11 �20 16, b y F Tn,,tino- Labi- Ine Ten R&ow No. Fn, 66-18 (sainzi A 2 dated ASTNMI 2 and ASTNID-635- r L-�v E piessui al v�L n1l f ner i ee tables B- I SVC B-2, sheeft 7-Sl and, ambor beysul in i I thin A - -- 2, F4 --a'7 PVC.T=.(N��wfiitez Rigid PW sad Bfzwn CoatediPAinted -at hirohated! white Rodil FVC to be Test reow on I Art lrifidtratiG T t- ptr r-L o M�l9l[ I I 42`nif-cmu S al ic k it- Pressatie Test tyer FBRC - S' 20 2 l9jio, sz xud sealed C'2 IVS 0, P E - f An, wuli ftW i A10.4 Ntx 11- 0-167 04LjI malen -AL nirder.,V(44 X 61 6'r, All 7 04) Watet Riesistatii Test F=B(�. !A 202 z abelsidper v--i S- -9�4 8, Test report on I Am Infiltration Tii pe. FB C. TAS 2,02-941 Nottice, of Acce ptance'No, 14-6.91C 11 is�sw�,d to Kuraray Ammica­ 111c, for t1leu 3, E wreal', 0, p —C r-T- as appliciable. I 41 Lapge �Jissije hvpaI:�l Test pev F C- !A 20 �44 s I - o 2) UmfbnnStatic AirPressuxe Tesi per FBC.TAS 202-194 SeltllG la slit (Clear "and Witite, htttrlayef�- espirn4 on 071: 04A & der 4el�iOt -C Pac Lt�,-q w -aI;� ttnd mwtw�el, to VT feviemPed L-1v Build* offivial - Il- 1 -1 ii wd�' prie�st" rb� IkS 1 3-04 - i per I C'. 1 20 3�) Water Resisiaiii Teski. jxr FBC, TAS 202-94, Notrce of Acceptairce No-116-1117.101 issned toKamaray.AmertcaI [W. 'I it f0ft se j Ezachuw- ^t lose and :,41 - staf w, Control AvoroiVed", uoted here-= — F ur, Eat pefFBC- Tl--'Ok 20­:�" alooz nival� d-W dratismi and in q�allar M A now mgmi or Yin V �saamrg siss doiLT- pnareg: 14 Lar e Missik h3pact Test perfb 1 S 201-94 9 Cyclic Wmil Pressair-e LoadmigpIff FBC, TAS 21 le at- and C. olov PVB htterlavers�`. ex m aftew - -- - - 'd" a-plicalisn hm been filed and there hoibeei - R—rX EW-ALsl; ihi:--N shall be cswi a rii 11 bv Fene,stration Testing Lob, Jr-1C., ke-Tov N - FTL 9547- ebted �04 "o silows six! 6 Forced Entry Tit q,.per FBC.TAS 202 .44 Y� STATE' LENTS ge in the apphicablebuddini ae-Z tri affectmg the perf6umw-e I da -T -r; re,�isied, 0": if sealed b Orti P- E,,( v-szt rep-o On - 67s along wint vi7.1slidinggi doonjsrepared effie L lett atiforni wit 1� stat nt, rei, of et imice th FBC-5th Edition (2014) and.FBC-611, Edition T ERNlriZ A.TTO- N 6 ftti�5 N1 OA w ill o C ew, afte t the expira u1i rat datoe or if thew has been a It % 81 torn. o r claaft w the 4, Test r on I Iper FBC'�TIA: P4 2 U- n Z-1of m 53 tarts A L-7 P re s f e -L e ST f f 7tj'Cj TA S r- enesnal ton Iresang aiqAes A-1 thm A dated. t i-an, Inc, Teat Re: FTL 6337 (& I -101'% issued byr cturrer. dated i A &-ig-gai ksxaled by P.' Lynn, hliam E 'i lei 2, Sun financ 1 interest. dared 104� I I T bv - � pe 6:10. sjig- ed and se a 1i Jorg e At Cau,S,0, P E'11L (�Stii bin i it rf uderN 0.4 No. 11 - ofno issued =a=-- sni =.ed f �sr s011es, adverazwhg otany* L. rberpwpon�& 1ha z 2( "1 -ate � Re-: `3, T 'S 2) -0 3)W --i -sk e Tes"'L p`ff F A 4 0 10 JQ) sealed by Lvwt Ntillet P1IJt -rwn-,t - ^n,a—AremgV2l --f NOA 261 4 1 Laqze Missue ity4mcit Te�!L pef FB' TA!S' z 1 Lettff bif lab ccalphurtce, P.Vt of t1X- above test feiports" ADVERTBEIMEN-T. The'NOAnitniber precededby the wordi de (C'vi Ro4i -and !Lsilloi,i by t1re CArhc Wind Pre!5arte Lo dima = FB(­�- TIAV�l; �VJJ,­'q 4 C CAL ULX S 4= EK Tnt lin No- 07-4 'F 7. dated 03 05 ?P11 7 si d by (shaq Chanda P1; ou'd � A te uW b e di Vilayed An verrisimr !raw an Alt One a of i ra o f dat, NO A i z d i z laved, t, b ii n i t 3 h a I I b e P Flurr-ced lEntry 1 tAS �� 44 T2 pe-,FB-C, 2 'su-cli vet ioncalmlaujan'S. mid suwnllral anal"t5iii, col'irniv- FBC 4, Ing wf done in &V entirety, al �)ng W, I h a jarl- a- -W d f 2 %!�urp a n Jj IS ta!dl, 11 i C 12 r 1 T at 11 o r N I s 41 .1 in g .1 dooiL jsr Wd tjy P T dated tad on: 2 15�16 jq* and last reyts -it an �,ealed t G. OTHER LNSPECTION': �A eropy afthis entire NOA simill be providedto the rmerby-flne niatn6ctuter or its distrAwtorsand i A by Fenestratiian -Les in Lab­lnc..!� t Repurt'No. FTL 8:548, da, Ii A-i-thony 'I- NEWT, RE,, ffithmpteil under 0AN#,, 15-1 '1 kt.1111� i- 1=,�v idalmis It. F (Test rt- nn� -on I 15�eq and L02 C:uarigoentphi AS13,1ZI-1301ii 7 -0 -invl lidins Glass Doort-Reinforcedi-L-NIJ. oi x 0, 4! 14 2 1 rhis N10A, r e A isii & re ne'INTS NNOA,921 04, 1q,,051 and consists of this pi age I Ould'e- -.1.4t w-e pai E- I Ez�- 2 A A ani P The ywi mum i X- bv Isitatil. CIL I T�,-Aq 1. Clia-D-Irl--F.E. Elul I ii ud a F-E 34114 ill ck=&� FT I AIN NO-1. No. .11-0-114103 Nra, NOA No, :1-6!ii X0A No. ZI-010FAD 1115 Exvirarlou'Dav- Aprfll-C!ii ExpliatiouDai Anri1'j4A!.-.0 Ezj'&�. don Date �i April-14.21016 Date- April 14, 21026 proval Witer,'Mi-Irch Ul N11 AppraralDate: Shreh z T E Pf-11TIndmades. hic� C CA Windii and Doorc. lar. NOTICE C)FACCEPTANCE EVIDENCE SUB -NUTTED N-011i (..)F ACCEPTANTUE: EVID, EEN"CE ST"7B]MITTED EVIL)L2ji �L �Lj, j4NUjjLj! 'I Evidence Subuiined uud#r preilous submittal E. X1A1ER[AL ("ERTUR' ATIO-N-S i(ounultel NeIT Evidence Submirted (:hr =-CK P11!L:S,;, 1XIDel'Smikei S12rdaid c- with ASTNI 18 CI c4lid-USCIVIV), A DRAWINGS 6 M01- BTU�ia lu,� -ft`­"F� ASPAJIF 12:413 W-ITR71taw- -Va—f D `0857 n��­ Pa,-s� ASTME A" DR-A'XTPi S ,III DtawlalgNoi INED-5570,I)Ret-B tifl 'ViaA ShidinS GLISSD� -st ts It 190 1 A-3 Durablin ­:N o Fon-, -Pass, 6 kited nnderi.,i,1,fv!o;tt 9­4N01-Ji-#409C?5j L DnWing ATni-y' S itig G1 Dumm OIA �`LMI­ slJees­ T No- Nffl--4,1470� Rev B, ritie 4L, b% 5 and I re,� d on iroug oto it", paft �D urg sea coarptyu wiffi ASTM r - 1 v r.1- Cond n B` -L -0 �hd through iir on(IIDOL21- jW'22,270,signed - it si Vy A. L�,mn Nhhff� P E an a S1. - N1 P,E­ and sealed by L3mn � 0 ASTM F 1214� 1kN1R-P&s&, ASMAI D 1434 Arg, on Pertneaacee-Pass� �-"Ml -- 1 -�­ lillet, - t r - N0- revision ii tstepplat-erneent of S eNiS�= Vistallatioli scre�al with B TESTS - �h n 1. S9 LG� Duralnlit�y�'I�o Fo!E',' A' STM E 54-5 Dew Pod -kit Devek,-pnittemt -"?f,t1T 48 ri� T, Test, repi mv 1) Air hdiltratim. Test, FBC,, TAS'210`)�!(` Pa (SInknitted rtinkr Nii A�)� 15-0409.05). rA Uuif� Statio Air Pressum- T Loaddig-perl'B"," S� P, ris ci g, witli PVC,kAMA 3 1i 7 e- '03-11" S 0 `---i 4 at %7ision "ill um& D, ai o­ -ii- -n B YES Nsqw t--- R t El �,u tic it T e- 5 er FB C, T A S 2) 0 2- SID'a M=A� L for Riaid Pol C.1jon"It t1pVC-1 'Tenor k X Profoes for L 4) Large lifissile Tow per FBC. TAS 201-94 I Pres: Loadingper FBC- VkS'103-04 A- Proldle Cer%- im- P: grani iSulon. u-ider�X70-4 A CALCULATKC�05 Cyck V`ind a long vvi�t hL tuarkeid-up drawrings and ins diagnma, of a-111 PGT loslunspr& hlr�- S. Vision Extrusiara-�'r To Parts coriTl witla 1"I'T None representative units; listed behor and Testm-I ro: quaW Dowsil 791 =ud Dowsil 983 sihvargd� 15-04000i - -ALM to y- Fen t ror. Testing La! hic­ Test, F�Oatl-,; Nio�- 9'r P1'VC-A-41?A6Ak 303A L '17 lim: So- rion fbT- R g -A An- - f- v1V L-L-Uen0f D -V'-­-UKkXCE 'Re MAY 2 4 2022 (D FTE pGTPVV5520 PVC fixed Uriadoilat (Imp d in nansesdA dated 09," 14- M-2041071. PGT SGD780-41ununum Sliding Gbassaoi 7 in oro sal) Fn-nf- PO Profiles l6f VooGn E=usi--& Ltd I bv AANIA T!ene� E_ tel-terr PiQfile.�r Cenificarion Pfogrwn- Depani ol gulal or-rvand Ecantmitic :Z (RER' CIO 111072111 Pi CA740 Ali= C gra Caisemelrt%rmdo-,�v (unit 8 in V.- FTL­� lff Cent 011 10,� 'N. o *� ic e o � fA - an ce N 18 - 11 V, 14 isn*d t o Enelyi F-e it e S t rj I, i i 0 n S, o I ti I' C) la 'U A- lis: E MATT-R LAE. CE RTIFIC AT IONS Cz PC) Pi R` OAAt Fi; Window idmit 91 m pro .a1)=dFTL-20-.1107A. th ir ""Tan 3040 & liglitt sliade (jxou­whiw-1. White Rigid PVC Exterior ExtrFuslons fruii _i L Notic - - It of"Acceytairse No I M SK02 i56ited to K urara Antelica, hkc 1041 dieu VIRTUAL REVIEW ASSIST > M -1 - ated 0- PGTPW76-IO.kAtumimm,iFbmaWimdomiimit-l�viupwsal) VVI2 a signed Whido-*i and Doiars!'- es-Firw on CC nat-7 ("Iti and Color lri Glass'luteriavels e- an Of 'A Virtual Review Assist, Inc. (13, 0 and sealed by Iii Orteaa� o'-E- %hjrssn� T InC A Xt .7-koceotance No. l8l:0121pi S, or 11 Nor of issued to Euer2j Feaestran -Whire Riekl Wind Doors z NIe 17-W&02 issu a Plans Review completed and approved > 0L their series PVC Exterior- Extrustow; for a nd e�, chu seftft!�Glasf- (Clear arad Whire,ri Glass 1jrt014AV*1S­­ empik g on, 64/23 for compliance with the 2020 FBC 7th "IS CAL(11TLATIGIN I_ Anchor lahoirs, -.4d YBC 7`6 "t) 021 -8,123, A 1 Notice of Acceptaace No. 18-1106,10 is-s-tied to Vision, F-xtrusions, Linxited for their "Bro%m Edition by Debra Anne Klahr PX2300 01 CL < ywificatl1i Cal simuct"unal �g wida 11. Notice i ni- 10-02 4.03, issned io.Eni Felsi, t.011 sollifti :�L' ell) IS k- Inc A-%111 zatice N - - Coated tPainted or 1�armutateiii i Witite Rigid PA-C" E iteiiii Eirru--to toi Windoxvi "J"Or Edition (,1020,'�, diateA 13+22230- pmpm-e bby man- ture!r- sierkid aund sealed by t onze & fiehir Shade car-. roated White RAgid PVC Extertrow for m-d DIDi expaing om 1124 Anthony Lynn Nfilli P-1: G complies With -09., 42, -and -16, Windows and Door ewiting on oi 4 VinonE=srr­ "ited for their series 0 -ASTAN-111-M-04, -VF 1,000 Tan 202,aud lightet shai (NOti-Al7bi Rkid C, ellular FV( Exterior "a -0 D� QUAL[TYX53-SURANCE. F� STATEN[ENTS '71* 2-onl-12".9,112L 0 L ta -"- a i eA r letre, oIc sic to FBC Ethdion (2016i� dated OW'-` n itied bvI A A. Nfiami-Dade Departmietu, of,&�-,Watcny and- Bconaur: Resources OUR1 amnufacturi signed and& led bTr A:ndhli lu-L;nxn� Mill '--3'E F- S TATEAff N T 0- Ell 31ATERM CERTWICATMNS, to ui iad nr ld epi wd ev rna=ainlffff� Garcia stwen,&nt let te r f no f asa ic , I to , eni ain. J or nd cut Staternent lettet 12 of conioramice to FBC 74 Edidon (202�-) dated 0211() 1, issued by (3) L ]Nouce tr:Aeteptallee No, 10-030S.02 issued To KuraravAnterica. Uc. fartbeir 18,-10., sig aird �-e alled b-., An-4 ho-m� L Nlillef" P r-L fAj. 1 -11111 Mi �.tjrr L nit fa Cf., Wigned aradscaled byAnt Lymnmillier", AP;�,F. �"Trasifolk& t7itrackai��,,Cie�araudCrolorP�rBGla Interla emplhikg on 3) -3 Label= lkmeeirient doi lbent,�eii PGT- ;dated 0 all a q- 1-�I r and CGI 7vatie L. 1;n -1 ed 0' ^­CV21 ustni .9 V z be�tVVeen PiG'IT Intl 0TO&I'24, nJ1Voh;ed P ten NX! c-o­­� and 1. --gried Dem RuarL P-E - VT- ZE beh& of nVemeemZ­ OR Notice ofAct-eptatace No- l'74j,*30&()!.Lqsued toKuraray,Aulerlita. be. for-th-ek (C lear zalhd NAIlk fi Gbs Inteibyeri ex mg o pff, a UtO4;I21, Notice of AA cceptauce Na. 18-1100-10 ii;;ued to o i,E.,itri L-imited, throheu -Brown )ati 1 1 �4 1 1, L This'"OAtvi*es IN-OA-' 17 (1­111 dupidam mFBC'2 0214 -7�t E ditto t--;, OTHERS Coatied (painted or Lammated) NVItice Rigid PVC Exterior E"Vsknts ­,�nioft ItImp UW IF :,z I _AVL - _ L - I . 20-04N.O.A( LAw.'C-G" e-liring-A -4;20� yen ��v4i for NN, In dvw, s a ad D i rs" - elcpiAng cc 3 0 RER Test pprojx�)!Sals Is 1 01-1 C a le ;1 5 # -,J il (,y The� cuffent associated PLA CGI fu. 21-020-5.01, ex ling, 04 4 Notice ofAcceptance No. 13-1106.11 lossue.4 roVision Emi-macits, Linuited for tber 041� `14-21 senes "'VE 1000 Yan 202 and lightershadies (.\,on-Mlike) Rigid Cfllttltt� PVC UJ Extetiot, E=Iusions for Wladuvrs and Door 12/10111 ,.patag j 10 < (D i Llikii L Clvmb� P.L 2: Idistiq L Chanda. P1, Pradn" Ctti tuil �,upervi prodi i Unit -�- -N-, �jj- - 71 k P. Eipirmdou Datc: A: W 14­'01.6 < ExpiratioaDiatet Aptfll4,Z6­l6 Approraai MI D 1 Ap ramal airt*��, NI itick `F� n Approvit -6 E �4 SHEET NO, March 15, 2022 F A 1 1 1 1 1113 m IIIIIIIIIIII2 - ­ .­ .--- km�v,i** A TUIT fpi� - .Ihi 1�11hl 1 1 L I ECO jIll _x /l1/i:1_`_""'_,­ - 7"It WESTIM & EMINZtRMB COMPANY PRODUC I TUALUM10blL 99 9FM REPORT Ki 20-072"ll - � till I: o" '111111WILihi ihoh ,,, "L , A , I,, �4 -1 � n ' A -, - 91,L bo I �� DATE. iLiiv A�m -1-020 PRODUCT CAVEGIORY: �%�Na--f4 PRODUCT StAlloo,CATFOORY. 'R Jew -I'll PRODUCT NAMi zo G 4ALVAtiM Utual STORM PAR" MAWFACTUAll Qll*sRPjvlso0raSJsoduPI%,LLC� 4W0 ez..W. 61 SbW onic Aor�1:18;132­ 11A-EUR P-OSEPE FLYALUATION ; This is a Product Evatusfim Ril *sfiti bY Walter A, 1741111, hi P,e,, i[Symervii ID �# 1906) to the Gtoolsel Protect -ion Prisductiti, LIC, Rule ChaptorNo, 6 `11 G 20-3, Moothisd I Dof the Floor! d.1 Depa tjolitent a t Sto ass 8 a nd Prolessional R"Wirtforoll Th���Ip�!mdt��itz,I'U,%:!t�*�ngiscod�A,nEvWuaOomRaWas4fi�sceibt�4�'i �u�ilili,iiffldhas been varified for otiviorq owned Hit DOC-Ord� with ties 20ah Seventh Edition a' 1.1-=* FWkIA &Ading COI Rnd to Vail ttTM If* piliatful in for ftV purpow .rden-;ad at kwA *QLg�fd to #W required by tim O-nil Thill; !P:MdLW;* E.Y41olatwil Rieftsd tude lie s"a to revitts, one rovioittit �gj Calsoot -4 Suildill code shariche doo nul sAwlia lits oml,tob--A--, SPJ 'Dor-4wo" 2_1_Vff1UM,_"Y,i 2.t TWQ9W_EYALuAVQN DOIC.UMENT ip_,F_IU Drawlil No. 20-176, t1thad "20 $AGE GALVANIZED STEEL STORM PANFI - - ersaiii ' Or 26 of 26 preatissid try 'roiRcA, trill 10- red sioll somit-d by Wall Y__ E- U2 Tiffit, Jol P,Lo; Wei ol� - W20i ThAs draiii Is an integral Dart Amr. Eyalual P-Mmt - -_ -,ol ­ WmNko 'e . .,, - I ill '�,' �Ihhl�� 7�l Iloilo, _,T , i Ih � ­A­oo�,� 4 10 r 1111, , ,� ,,, � - j _lt- -7-', tic, ols, -- ,I r �j . ,e,,,r Z * ! i !or " ­ �­ - -- � .P � I * Zk - - - � - ,--_., 'J',hz_ ,* - , - , . k ,�, " , , .,M , , . ., ., ,00l, U, , � � �, 4, o 1, r, "0 Is . �� , l��,,,�, , W, 1sth :rtrmot Sell YM Muil Flolilb 1,1�4 166 - 11butior- -3i iH ", 6��Ihn, t, I - �? � tts�j,l I - MURAl :L-�%:,�t�,,��A�fLi,li�,�R�k,!�,�l��-�CU-"ti-��lilEttuiaL � 21.71EST REPOWrS� � : I La-rm tit4olle -'roaIII,litillif tw_qw koN11 Isa'st wom W14hI A titrilloy Fmi Titill 1 - ,�t IN '060� Unfilorm SAN- 4will'Ir" - o 20% A-3 mill lihity mj:AioihI Ito'! i AM tAl F1 BWEJing C I . atoer"I'AS 202 Protocol To�tr*-I,ort,,�_---e�-afe,dbyHt.t.�r�.�-a.ieF-,ne,,.-.�-.ir-g& �� __ � - ___ i- Tc-t�-�, Orw,----�--p��rnS�&—di0edowf��'996�OW-�--iiat(li�,--�=-I�,lgc�,e4 __ All --- oill - -1 - - - �_ urrsoo�TWdhaledf_16_12(XION� a ftwarosop and sealva ---- suorte,to All- malfina: I -101 � P � - � F is inihsir 0*,�)hli Toir 6 ohmi zi bool"tody. I hoo � faced B 0 2-MI dol �,IXJ ook �;, � � �- 91'nq a I I is ­ - - ,: No -v � 20 dahis � 0AX-LA 998 wenesmod is Ell� Dbilmu-ill-P1 111ithdReyproorti ,Vr li = 'I F_ `1-09,eall siorsaid a � I stivich loill - - oo. 0219,iii 00 B -4 - - sealitil I Admundo Largaospal , A liz � ,12 �how plervil, Rzoarl P E - __ W_ � Tansdeumtropow �_9v�,Wir_ --W,PaetmqVrqlca��5r��,,da-�ig�d)��ll�,R!'�'IC,�,-�----.Wj, , ! ,, 111I � rel bi A"�go- ��Y:rrltirhk if-3mik lP !z ,-, - liz �_ - Z,&SMCTURAL NeJNS-zERM" ____ N5_ 01- ii- Gage Galvanized Sloe! Sol PAIIi i07 Mail Pass-1 UVnath - dellon - - __ - - w­__ Arad, as War Aho,FT%sxa1-_-n Anchor apa�"tillog--- vs, ousPrin Wine Woe- a I parlel � !- � inottCL," hjlhl,�11�lht Itinglih ussilsia sin ,3h1oh>naJI,tl colarwsvlall�j­ a� .,,,,,,,, rr, , � r's, v ihthlyr�ils, � ' �l � ,P,Odwin'�:Fj�lG��',�',�-----!O�,l�d,IL'ta&ft�,�C�o,d* Cot=,Iatialol J by 17iftel �rlh�i, I ol- - � '�1,03w�-O-W'Z�'1---6w-040ty,*C,aigt'kyyWalle-A TAt,Jr.,___ A; Q I.MIMLE-h I ,� I IMPACT R Allild-10MCF i t.a rf,',s, rrlli�jhilflio �nqnld lihlirlrtl�hi, ItICU(N't 1626 al Ulth Ftotojv �,Iwkttrlg Case. �ss l!�Itlir 9"Alis 2,01 PRYII)11,�IhII 4. WND LOADS Rf�$J§T,ll o275EF , - - - ?O comes Galt. -A -most S�ssj' ef oo� panolloo ill issen V,l Ill 1,1l ­_ � 1; 1i � . 1 , - a- a = milm, , - - � - pritrAEloos, lVilaximixe panim Atimph thiiill Ol Iniflolilitid on st-ee"hil,15, I 0- � A, 15, - . AA 16.1rk 25 and 26 c_i 26 of PfodthW Ev'113iiiiiIiEl DOCliviritialls, �P E 0j, driniholing, No. 20-1175, Movorium Ar41`;l Spadrog- shl bo, - 4xiticritst-im al,sitwil a lor 10, ,�j, � oo� - - ___ - 14---r-,17,16,'Q�2�'a'25&r--26-�f26.otp�roc-uc!Eva;ua--�----E:;Murw ­1-gC).). - drawing No, 240 76. fi_MsT 1 __ - - 000lloo� __ InstARM-Puri, ohs" i-paillorril coici In � --- ___ L Accordance wRh details ind-- Ad on � � AS � OIWM -3 IWU 7 ­ IT" 20. 2 - still 24i � 26, of Pfodi fol - ,,,� _ iijul coseal � � �_Ti Ithilnimum �_ aral�- oo� alass Shall he at, M - ; us � , - .0-ol, drawing No. 20 I __ - - irsivaW on ilooi,l ril 14, oll 27-� and 26 si AS r ­-wl at I I �­ 'alutillIorl"o Doc:i4menp. L h(P,E fir, drawing thooll 201 TOO -, ,� __ __ � -, � �__ � - 't'. � ___., — r , _ -,-L/ -2w, , 'l,'N" � � � - __� ,� �T 1 � �� , - �-hi-,� .� - �, t , � . �W- - - -z----- ­��, , " A - __ -.* - � i - __ " r, � , N'rhDL - - j I ­ ,__1 * � * � , "It' 'eAc% ' . � - - I , __ _:­ - 11 S-1. c,wq cl� i"zc * ,� - 2lio __ ___1 1_�6 - I Z "t, fi=_'Ai: .�,A�� h''. i'_ . !�� , �, > ,,Is' Nn"I_,­ ­_"i"04''ho, 1!,Vf�APt�Ur�V.ALL:IA)��,!Lf�'�,L��ELP�M�,�qiLL.IidziLM 3 0,, MMRIALCHARACT"ERISPICS AND SPECIFICAPON,$; Miss t�� z4hitly tril �i,!�l��l,,,�1'r;q-rc��.-i-4,1,,o A111h Golonetat Nothist ans Conip,omionts, ilodilhrvlv,�d sn - -sh sheill 1_2 tied 22 of �� - -alf Piod_u­ EvIllitA01h Doc-ummorl 0' E'.0 �. drawing � __ No..'WooF74L A---i,,e,r *,PA=A=a0an3 MKA bo ol lindloolvi*d qan Al� 1. 7 willid 21 ull 26. o,�Piodua Evaluation trownwas HP1 0.), dralleltil lih -a No. zeiM 7� LIMITATIONS ANO CONDITIONS_01� tM,, � _ - , � r7A . 5 be wnC,* k' ��- Hanoi VViO Givilerall. ?Vote,,. I'll 1 j - You 14, imi onsheal - M26.9acsslasGeriwai Notes# I liftful- and l.. 11UTUACICAted 1 ,rA Sash hl2'of26v1FAo4htc,lE,v i,si��',,��!,!�l�i�!�)IM�,li��i,P,9,C�,,�,�dmwingiNo,�,20-I'tIs prew3holW bohoo,rirAoo. liel Ana Btgried few sisattEd billYhAm, h1V Toldo� Jr,jlljEr 7.2, Product may ball-milifollsold villooral HIGH VFLOCITY flijRRICAPIP ZONES -As ' - - or � doMod on shoutoon 1020 2 olftfw Florida ZUlalill P­ft ` � - lit" 3 Fkroldlwt llthal$ still be irlit,thalli 1"i pounrof c'hanrilotl conoret-2 JI,04�k�c�, ool , _ "llso thoo AN, stimll'i Pr�)ductF-�-';jatf*nRepcw��weper �,AjW.-sitaPA-7�Hti��,Jr,,,PE-if�r,.t�,�aL,�Gaf�s,e.,, �_ r so I ,d _q T NNIC111,441S71, AsIis�lll sif Tillsoll�!iIiii, iii (Fel (�'A-4nom-flEqI), ""ll6lill"'Wi � '. .. 0hoolool ,hol ­: A, T' 144 ­ $�­�� 7 __o_"­­ , I -Al i - -I" ,� - �. -V�_ - OC"'I'll , . %� - " " r � .� 'i 1. - -, V , , 1, 1 I , � � , - ��-, - -%oh hS , , � � �, , h. � - 1,11,11 01ill, I _'Vol, �,­' ol � � I - � __ � , --- - i. *, - `* h� * F, � _�'k;A�-� -A - '_ ro� - Al 1 ,` �­ o � ,_"15,,�* - - L AITC- 0 - , - __ ____._____.:ir� �Z==:=�,__�;JG -Z I - inn , T * O'hol . JLN- _-�goo-g 1 N11,11(71zh__� - __�, , � I 1!"hh'�" Who 1A__.T1i1T*C0AA%[oI4tCQM P�C, R-%P�ATM�<�',-IOA&PROII-:--�jO%t-'�09-�C)�- Ii-C.oUl 04*'Mi=�---�E�b�,,M,V!=LtUR,�16"Am-�16,�f�,�=01�T toll,lol I - :---_ =_�'hhi`l _/h1""­o ­__­ - r - - , - __� 6 , L _400 lNol ev -EShoolloolill' i , — TKA61-1 ,rrz,srt" G L,ivofkm"fvA�l q�,��clNWM'V' - � - -1--l"r -­­ - 1 h h: III: ,'I, I:� --- - ,,, �j - I i I' - - , vizo-, � i ,, ll 7z��I�o-il rs , , , � - - �,,,, MMUKAILMAAAAMN-8 T AF - I �___ �, *1 RJE Jal I , IN O� - 20-07i CATE: Jistv 27,2n20 PROWDUCT CATEGORY; ol _o, wx,m PR=)CT SUB -CATEGORY, Sitormt Ponol PRUGODUCT NAME: 24 GAGE CoLVAIRIV-P-Co STIF-F-L STORM PANEL MARUFACTURER! Gtottoll Promotion Prishamc.lifsoh LW ,,it HICKII S,w, Wit Shistetio 06I Floods 3WItt -1- fa_UKP_W*F_0,F, 9YALVAI OW — I bin �2 il i's till priall Ushill Resort �111:sl In''Weboriot,, Tittilt,, JIl P,E PSytl�! �, tO � 1406) to the Global Jacinvotion Products, LLC RWe Coati No, - . . 61 620-3, Met"old I D of 14v Florida Department of Business and larv-&sSlonall RovRal - �, - - M i* it,06kil Is Wnwo �44iind an c"ifolua,von popliflill tilti0esisitilloill 11111011801, alivid 1!oli; Dean %m6fled for comp6oricill in accordame'lloill sto 20M -SOV4410ill Eol%kvt of' thol � �F P BuddIng Coal and to ocatilty, ftt doe Rueful is for tow liuvrow .-Maded at inast equiv-I to that teqi,lired billotho Cmie Ties PToduct Evoluall,sa Repert stle't'! the A'Uroq v is roylast iiI rUt"Williti H4 ctstit I rr.,aWil for , .. I a floulidlar,; Code I ol� " aff act As loviletheirmiand conallifirtA, ,2� EYtQ_E_W0E_5LI8Mf FrU-. 2joo fNaQQQCT,Me %(tMENT L L r .QATIQ � .RO, A , _tls,il Drawing lito. 20-1115, billoed"246,ii GALVANIZED STEEL STORM Pel .. ... 1,i ArAiiiQlUilit �hrkill-8t�f'!P-r)a-,epu,tag4�-7-Ttlteuc�kt-==.r,igr�edan-seaWL,v%!4��ie,f k - � - � .- ___ Till Ar, P-li datil 07 � 7 All M - gwl - I - - ­ , 0, Th. - or- Ing Is anointegSolou � - A'i * EAdudoon Rom t e , ��F; . 0, � r - il"i , - - - f k "r,ph, I'loot, 7�� ,,,�. -L " � 4t, 4,11 , , � � L " �, -1 .r Ailr,,�-i,hl�,'-,L, ,oht I�o li"hih," ,_,t ,1, 1� ­ - - � ,C. - O.''. � 1. 11. - �'. -, _t,r��, - - �A-� 'I , , L ' ­1 � _. F :, mo, 1-1 I . - t -- *I ;*m I � ,A- � -I,- - _�w "i -�­ - - - .- - __ — , - . � � z a �V� s7oll cs i"r,7,f 1 J�h% - - , '01, i 1- _- , It ` 4-,i�V�,,hhhl'lianlo­_ ,11,lf i, ell llh , , h ,,, � - " 'Zo,h, I � ", ���, ­-,4�," 'Ir I PR.sl �4il �",h ... Si:,�i���,.�l�!��,�15,��ll�l�,�i��l��ll!�dl,,;��;����mr����k�333!��:�,�l��.,Nxx�.c�(.4�)����,�81 , Jluh'.W� ., l 5 �,;l , !. �V.� 4i MQPVC - , �� I _L I-T-Ii-ti 2-kel i , 22ih TUT REFORM H ti'litrillitil Friti lie I ril'isaill -4 lad tasts were parforined urujor iSST" 12h,,YQ w,to�rmwd as oelsotcdi�lln 1CAU, 1.2- At the Florida- Buddirg Codhe� UnCtiorm staft issue as nor codlrl I � rwn i7efil .9 1� rm-ASTU &116 - 7 out holooppon't Pori r6d by Al in Towslist - i-ub*fSoig�FtW-z�R""*cL,�-�-,UI-UI dated Wool wrivessord byTffi - ho Rh Mri P,:E,, Bol Mil Fil and Horwry Hat'vin. P.I 3i Report f4ro- 021���iol-�)4,,ldr,tt(id��,,br�i,ory2��7 �'-009,4�'gr��ladi-4irti�,A��*,Ette(�*,bylEdmor�rd,o Largovist I P-E� aho­=6 Henrylifftootolin, P E Lsito"i PrAls:5011ho Illoriplacil airld ril 109difolhas "I Prollaidda TAS 201 & jr03 as Pet Section 160di of 1he Florida Sulidirst A Ade, Test F-r-met "police by Arroarican Tesiol Lab ooA South F1,�,=6;:l Report !to- � 123,01=1 - - rolood i��.- 23, 2M Signed are s*SW by ,oll E= 64c,ozalter, P -_ To"Illa t-mfqpon liel 904,198 sorOC Majoilike.-I for., id fee Lt. sit 1, oil a ar 1` - - %?gr ad A ­ seated by Frank Gral ii as pe- ASTIM E-8 and Tensile Test as per I Mote4urgicaIP-t----,-t No, 1010-A-131S.&NA! Ciecombwl.'OlOsw-gc Arld � i" kt�! Alxih�y Je-cwhini P,E as por ASTM A: *-, , 2.3..STRiCtUf,tALEW� NF-ERtNO,-,CAL,C,U!ii.A--t-PN-$,, I On 24 @ace Galvanized &I" Strwrt Partal for mwtimum partle Wil vs. device wind MM, as well as rriaxtiorium a whor -spacing vs. de,logn wind toad and panel E lentilItt based on rationah'slitild oomilitarative anolya�s,ollnhd iii accairdsolice iiii %illettori 1,804 III th" Flor�da ButfillIru Code, Cattool-thINVIS sirlsopi till, Tillesoo, � nic , dw— 1 ill I Sirl 0 orz "127113 (faii mithiiii sigived al S" 'we b�y It J, A. Tift llo� � P,F-, I.MMLEMPACTRESISTANCE, ; ... hillifirpt --na*14wim"Cit laidessacti 40010.1 h2 let the thlovda 81shildrou Codiiii, as por 6ST'D 12-99 StrusJoardand TAS 201, 4.-MUD L0AQ"EZA$TA=Z-. itill Gage Galvsroiiz000iSlao� Storm Poinat has seeho,witmillhod t 0 old is sisighat ii PrOlIhSlUr6i fitaKisnum Perot lartgots, shallbill as Oidipel oll �stuwfs,$, It, 10l I iti, T2 and '17 of 18 of Prolouct Evaluadon Document T E-0.), drawling KQL 20-IM Waxiinum, er-char Spaces; shag We assidioated on dt.3vts 5, 9. 1& " 1, 13 throa 116 And I 8 sit 118, of Pro" lEvaluatem Docurni (P-E.D.), drawing No. M­174� 2468"C-a&�-afted��,101�Wl$loin'nP��frK��lhoisbo��,-j-=;eiilie:di!k�rr, eicangitialswa W ol as a non�porl IIII&I Atititufter ris,samtoll !I, as Pas 851,10 I 2.019 Stairslited Y r- I 1--�­ ­h,-;.� I - - I �Nl " rl Iry , "'." A i 4�, i, \Pr) Chi � o,' --I I lilloo, --- ,", ­hj'I�I��," Y 1, ol � 1 . ­-7,11 : I - , �3,­;o_ - _ - If bi 7 .. , -_ 1. - - - __ , .I1 � oi �U, ,, � '7 �� - ,� I I ,-,r �- � 44-tj * � w m - - � %lo, S_UJ_ f INIF .:,Qz - . %4k � ,, lnnmt,,,�,��AA_4 ,OA-_-� mlz�kry,%LvAltm KrJ_�Q"Af&_a'A=fa I & MmLiAl IntowitIalto;n shas hie perairtaird strictly, to A-zoordairm,lool dretisfoo ktdr_jwtod,on Shoals 3 lifou A, '12 Milo 18 of Ilgi, of forotilual Evaluation DocurnardMI.,'13.1 Cenoweto fol 20-47s, faimm"u-n 60polootratio- to 916&& At *0 be ** 4-Wsk-Aad I 9110-0111 3, 6,11 K 15, 15 and "i of 18 Of Pf'oduM Ev'ftal Cocilliorhe"I roil ), drilawing No. 20�1 TS. 6. MATER]IAL CHP,RACIERLS-nC$-MD..SPECIE"TDW- S413khe Ork.4-4-1i ill ft,--o;otxia-ma with General Notes and Corn-ponents Mi"w Or-, . All - ariastr 1 Ahno 2 of oi& Of Pro- tfiva6rdsis DOCufttW (P�ll drawing NIX 24-1i I Aric-harspechi alfans atheist be as Indicated- on show, I of IS or, Poileduct Evskilation Dooll (P -C,D 1. stiousWift; No- 22-0-175, 7- LJMI.TA-rj-Ot4$',,,A:RQjMN,!Dlll�0",OLF.V�$9,,, 7A - Sh011 boa AL in 00aV58006 "I General NoLea Ili 1, 9 thlou K Indimted On Shoel I of IS of Prod,xXA Ev011oration Docurnorl (PED), drawing Na. 20-175 eintsusd tjy rtRial tri *114 109slild Wild 9*3901 by Wotier A, 'n10l,Jr, P IF,, - - 4 =o`=z�JwoduWsh*1;n9thbo[nSwk- "tt--#i*HIVEL"MmupplC-' 7-ONE-1so sadeffirmsdonse cweMO_2cfth*F1o6ftWa;ingCoae 7-3 - - Aq A,and . _ Prz�ihd'i shod onl�y be irmu ,11 late ploofed Concrow, corlicirei Wpot, wood flalirmalludur"s force" C- v*UW n I IOW - arepaTed by YVON% A Mill, .it- - P.E. (Floreft- LXWM elid- 441 67). 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Rullim-SwD 3* Amp . � S 'to, 7 / 5', - - 4 ��'a C 0 TAII.lAlohr A�.Offlrj, hill W.Ja,114i 11 --- r �ftl N'PhXlfhooh� �a�jhoil ,A ' � I - - 1, hil"i h � 3/4, 4-!4- ,51 - -, - I � s, I I i h�,,,149, I � ,1� 'AI,h - - -1 � � I : r i I Voijil"141, 2iii Vs, I i4iiiii � I , V4 " �A� M Tt IN N, �lo ��W, lok 4 , �,A h -* U, - � � h 04 � ,,, r " I � �, � a 11 C ,-'-- Jh 0 I' I I I I I I I I l 1: 1, �: or, I F.", I, 4%oh-ho 4 1 1, A I T " LN, �� I 1, �: i I h; I i � , . i i, h � T I : I 1,11''t ::Ill , i 14 + tior 15 ,k'ual Review Assist, - _� V 4111,41, if.'thoh� Al�o,�Ilh `111 .... �"1,:�:,:�,,�,,�,�;��,�ll,�,,All,l�, ..� � L' __ " lh11IhttII]l1t:hhr� :�ll�iii:,i�,��i::'i:o�l�:,:��:��t lh��A�I'lhl I o - ,!loot.�O . 'I�,ti` �,, '4W/h,,s. Say I ij 4 ;Al I I Inc. ill, ,�l "_oK,,j ,­ � � ,ho,11 I , � to T�W, 4, , � _ 'It hTAlloRL Awt ��6` -?",L P F. 0,11 SWFIKIC�l Is l:hhok , Vi'l! �fvlhhlif o4h�. 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'-.`r-nk ti NM III III IIE:`R A7 . t - r 4 N•A r �'ra,Frrv++V9 Yu rl u1 ur.�,=1'A. _ =, - -.. - ,A 1 x,u 111 Is±, = -eY - - - - J i Y .-+,1111 'l: 11JT ,,,}s 4 ; __- ; -� _ - ,i -. a cz M M E z z W mi 11 It 11 Cn,V � -+--a /€ Wry W 0- (D V C Z3 -0 oary %4 u 0 L_ CL 0 (L)�\ L. M I M W __j a_ SHEET NO. S"'IH 1,5iiiiiiiiiiiiiiiiii1 FC4.0 1UP WFAI RESIST01i BiAl McNiE IV F,� WIN 4 UNIT 'U"EMENTS *,A TEMPMAR11 Y SIFICURIF 9AI F L A Sm" I NG R E Q* WEA I HE . ...................... :r CIO 2_0 in TIVE 0.3 in 1' - R7,M 1 General Pvterior walls shall provide the birilding with a wpathrI.r-resistant extericir wall envelin I 'The exterior vil errivelorle, shaill I -.ER e CM CTD TIii RION aW� I A fDr INAT include flashing as described in Section R703 4. A- CD fje, I A $._ IOIO�': N6 BE All UhDE A F­AUH LHE U f, LAS SHE W 0 1 1 jAMB i R7031 .1 Water resistance- The exterior wall envelope shall be designed and constructed In a niannerthat prevents the accumulation of water CC CL EXTE -plop NAM 0-1AW UR VVEP R I -�r cladding as required by Section R703.2 and a means of JX, ­-CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the extent CAU'KIIN G_ _,q BUILDIN(3 PAPER WEA Il r draining to the exterior water thatpenetrates the exterior cladding. fiiF M TOPS 0- F 'WIRE LATH 0 R7,03,2 Water -resistive barrier. -One layer of No, 15 asphalt felt, free from holes and breaks, complying with ASTM D226 kir Type I 'felt or other VWLF? OEQK'HN­3 approved water -resistive barrier shall ble aipplied over studs or sheathing of all exterior walls No, 15 as halt felt shall be applied horizontally, P S'ELF-ADHERED FLAS No w I p over e ower ayer riot 1 11 n as_ ere U. ie upp r eyet > approved inatelials shall be installed in accordance 'with the water -resistive bader manufacturees installation instructiol The I I asphalt N felt, or other approved wateir-iresistive barrier material shall be continuous to the top of walls and terminated at penetrations and building HEAD FLAS ING �M_91N INS Tt UXTIONIS, CIO 4._­ R1111A -JOiS, 4­ 11, D�ll told W & wmmporaNy siecure wc"-alhe 5- ­sist -leve header Ill ailow for appendages in a manner to meet the requirements of the exterIor wall envelope as described in Section R703.1 1 H co GIENERAL FLA731 litiG MEANT TO S I 110W R703I.7.3 WAter-resistive bar iers'Wator-resislive barrill shall be lin,,%talled as required in Section R703,2 ail whiare applil over wood -based AND WATERPROOFING METHODS TO weathat res-10pyll tArrier THESE DETAILS ARE GENERIC AND fisshling instal atm= k4__� 'Ce CL -r resistive bal e,ad sheathing, shall indI ulde a water-ril five vapor-:I�etrll I lie hair �ier w' th a performancest least equivalwit to tvol Jayer of Grade D paper� The Dail over h E D. Feld weathe BE U` %_2 il 2 L individual layers shall be installed independently such that each layer provides a separate confinuous 1 lane and any flashiN (Installed in "Rhilra andseal Nifth tape �p - � II im 0­111 accordance with Section R703,4)intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING &alll NTS �;9LF_A[)HF1l SzELF-AOHERED FLASHING, FLANGIEDWINDOW Exceptiorit, Where the water-rosishvio barrier that is applied over villased sheathing has a water resistance FLASHING Ill LA7D0l AFTIM V? ATHER REVI Vil EA;R I wpol EXTERIOR DOOR WITH DECK - SECTKNIN A WP02 CEMT_ FINISH SILL,'POTSHELF", CHIMNEYSHCULDER WP03 STAL equal to or greater than that of 60-minute Grade D paper and is separated from the- stucco by an intervening, F`RkJ86:E1FTJZE!Dr ASEF711=40kil substantially nonwater-absorbing !ayeror designed drainage space. !win N I E L L) i N %Cr _1 - I E T IDS OcrrF4;FnS:1VF THROuit.�H SELF -A ADM EVill TO Ril APRiEl" F, A;;_�?�l ��AkK o� R703.4 Flashing, Approved metal flashinu vinyl flashing self -adhered membranes and mechamcally attached flexible flasbing shall be applied 7 I LWOIIINI tRZ L rLrASHNG -tingle r -tce with the manufacturees Instructions -apprjed membranes % st -fashion of, in acco: dat Metal flashing shall;, be corrosion resistant. Fluid UP jAW I USE UQUA) nAfl_ A H� FI-Al TEDV-v�, 02 lAtI, Clill) - OAASII RL I E F 10 4�2 1 A V_ W -vv) A wo- - Ail use, as as, fig s )a" e app lie in accor ance wit e initanu acturer s ins u ons I R f_ Ot 0 NO WIT, AT -It*- P All F C�fi, I - RE, I F1 1 FR ON CHOlim entry of water into the wall cavity or penetration olfwaterto the building structural framing components. VAMIN)w -44, R*4D REZILEASE PAPE111 � L'-- -L-,--- � I ceff-adhered: embranes used as flashings a' I complywithAAMA 711 All exterior fenestration products shall be- sealled at the luncture with F&TVEN R .1; Al. t S iF��HCRZ:O) F tAC-HING R all with a I ealant complying Ovith AAMA 80D or A TM C920 C[ass2- Grade NS orgireaterfor properfoint expansion and 171 , ­ I the buildin<; w I s 'ATAN JOiNT 'k OICI,K�$Ilvc contraction, ASTMC,1281, AA?l 812, or other approved standard as appropriate for the type of sealant,. Fluid -applied rnembranes used as % E EI)OlE OF A SE I, A 'Ilk Ol, VIVIMPLAV Lit: r flashing in exterior walls shall coill with AAMA 714, The flashing shall extend tothe surface ofthe exterior wall! finish. Arproved flashings V'r shall be installed at the follow ng locationi Z, SEALANT JOINT 51, SEALANT 1"lROM i ISIGUrr, EDGE Of" WINDMilliall -w1A?ON! C -RAW ,D I I -_J A", DEC VSEE Dr, rAft M 32r 1. 1.Exterjor ii FIX [ENil window and door openings. Flashing at exte r window and door openings s! all extend to the surface cf the exterior wall -iresistive barrier complying with Section 703.2 for subsequent draina! el Mechanically attactil flexible flashings 1 81 Al Hit 11- ASHINci finish or to the water �MASONRY--___ 9 PERIGODE REQUIREMENI shali comply with AAMA 712. Flashing at exterfor w C2) READ NAIDGINO following: (11114�JW Al DOW c� G F"'Al ---­­..­r­ III S F-il 1FRFDF1 ASHN 5) 1.1 The fenestration manufacturer"s installation and flashing instructions, or for applications notaddressed in the fenestration M SEALANIT DRNIDOW F E 0 NA� W13 1004 C W114-WININ a" A—, L Ti* WAr mainufac,tur,ers'�n�struct:ions, in accordance wr�h the flashing manufacturer's ristructions, Where "ashirng instruDtions or details are (4) AftoLlll a4CLUDIII rill J, pan lirashil -.shalt be in,-Aalled at the *ill otextel window and dil openings. Pan flashing shall be led sea, or 2 NOT F, ANN -i -iner as to direct water to the surface of the exterior wall finish or to the wa slo i such a in at ter resistive barrier for subsequent StDvs, T( Red- Lffifill Vill 7 drainage. Openings using pan flashing shall incorporate flashing or: rotection at the head and sides. FoWIF 1,2 1 .2. In accordance with the flashing design or method ot a registereddlesign protessional, SCS' 06-0-F-i CMIU INSTALLATION 6 POINT BUCK "i 1-23ELF-ADHERED FLASH ING '_ZFL,F-Ar)HFRFD FLASIHitl SFLF-A0t4FfZFn FLASHINf-- 1. 3 1.3. In accordance with other approved metholl 1A In accordance with EMAJAAMA 100, FIVI AA?l '100, FMAIINDMA 250, FIVIAAAMAI WD.MA 30D or FMA(AAM-AIWDMA 400 HALF ROUND WINDOW ID 4 FENESTRATION INSTALLATION AND INTERFACE W 0 4 EX TIERIOR DOOR WITH! ECK WP05 INSIDE CORNER WP06 2 4 2,At the intersection of chimneys or -other masonry construction wrth trame or stucco walls, with projecting lips on both sides under stucco copill Ill AV, 2 2022 3 3 Under and at the ends of masonry,, wood or rretal clopings and silts, -1 protecting wood frim. THIN&CI 4 4 -Continuously above at A 5 5 Where exterior porches, decks or stairs attach to a Nvall or floor assembly of wood-frall construction,, 6- l wall and roof intersections, VIRTUAL REVIEW ASSII T -At built4ngutters,, Inc. Y NILI < Virtual Revile Assist, ipleted and pproved JM48 4 ..... ... . ..... - — 8 L L At 4 1 t i I A I JW L 7- _77ill Plans Review on Z PATCH 'APPROVED HOUSEVARAP ­­­,_Z z / I/ --" THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL for complianc with the 2020 FBC 7th N C�� I - � Klahr� PY,2300 STRUCTALATH MAN TFIAl 25 F -b A NG 14" PLM FLASHI' AND WATERPROOFING METHODS TO BE USED. Edition by De ra Anne ER T -I qYi.,OK f7X TRI i '7, A ELI �LIDDsj z: JUST "'Y SEXULNO I A00T H 718"Corrent Plaster TOOLED APPRONVE D SEALANT 0vil 5EAM 711. in acy- ace with ement Plaster Foundatk;4 I; "DIST BELOW SE­J-��ADII­ FLAI 926 in accordance with ASTMC -T SELF -ADHERED FLASKENG 'TMC926 - ---- r. Fell backed metal licithe in �xLloordanl Felt backed metal ... .. ...... . I .. ... SPLF-A0HERE01 1,5r:Lr-ADRERED withASTMC1063 lathe in accordance 4 V PLASHNG x with ASTMC 106.3 Bu IN paper d X _� - �­�=:�%F - � I "Z v- ]Building Pap 0 . . . . . . . . . . sheathing I C/) ED FLAS14ING % SCS 06 02 WINDOW FIN INTFRFACF WITH SELF -ADHERED FLASHING SELF-ADHER metal el 1_� shonthing ommoommomm FOUNDATION WEEP,SCREED il SI DE C -H 11- ­ N;;r > EXTRUDED SHOULDER DECK JOIST W P07 WF"o"08 WPLI t Flashing k < % Weef) r_;Crood CIO livilaalterd As Per % acs, 2x FRAME`lll­-___ Martilital Sp SELF —ADHERED' FIL-A-ASHING < in LEGEND 8:,� RIP- iff s, %%' Stampede or similar PRODUCTS DETAILS TILE FINISH—---, Flotloil-, of cauk bottom _R NNUC �rlz4t loim D4,11AWAnE P� ANf'd[_W`j 'Weep Sil r only M < lorit UJ INA 117'to 2" weep Scrie d SEI 1 L rill 01, il I Above Roof VVATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO U) > P1 _��T MFS, Y Installed As Per PER THE FBC* RESIDENTIAL 7TH EDITION (2020) < . SHE kN _ I.W i X i Manufal Spell ICU 1'-40 PER PLAN 0;0 Detail Instructons > V-4)" PER PLAN 0 V22, Cementitious -.nt Plaster Si MFAGf� VOTI Decorative Finish Meter to the Number marked as I' 'n each detail that corresponds to the Cil -L--i Al in accornance nut-noerea items in trie list ot Instructions; wow: with ASTMC926 LOPE CL All inside and over wood 2niJ 3�, 1112" INCH FLAPOUL 1, Install se'f-adhered flashing in order as shown by number---,- t,,� U Grill 00-mill `W F =-4=-=. 2 Instalt flashing and weather resistive barrier to to- %OM film Orn water shedding need to be miter 4-A Dut and caulked all lap 4" OR go Cll (PER SEAT DEPTH butt joints need to bel"raullill uslun J Self-arthered flashin Gan bestibstituted fur building paper- z z 4' 4_/ a releal paper using the npicol d (Split release on dernaind. 4 Split th r FILL WITH GROUT ernborlded in the adhesive layer) - for vase of installcition and to Stampede or sim� IAI co W I III caulk for all CL 0- minent7esi cuts X-L X 4:E 5. Remove all release paper per standard installation Instructions and adhere to �subutrafe using a square piece of flashing material t6' x 6" Lid X UJ _Mfl"y;�[�,rz,!�!�Oy SLOPED INALIC BED­­ 4 Minimum) ch Fola as shown by arrows < LU LU IM E f 0 A- MoDharilimlly fasten as neressary ANYL SHOWER PAN fit tight to Comer :::� 7� Angle corner, rnayL vary, adjust folding ofthe flashing accord rigly to 3: te- A :Llil �� _ — ilding paper and metal lath must be LU TheW Z in"lled over th e top of the weep screed. I Plaster [A' �KTIINIIJI I ROD over block 4 1 -1 8 LAIJOR T 'I Sit floor < �z Y, 4 SHEET NO SHOWER SEAT WEEP SCREED DETAIL ILL V IL�J,-t W P I WP10 SCAtIF: NOT TO SCALE I WP I od &I