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HomeMy WebLinkAbout36547 Smithfield LnABBREVIATIONS GENERAL NOTES VERSION CHANGES ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN Sc - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT HEIGHT OF STEP DOWN AO = FOOTING CALL OUP' - SEE FOOTING STEP DOWN SCHEDULE CALLOUT O= KEYNOTE CALL OUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 Oq = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 < ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 2 4 <a� --ASHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A13E--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 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. L E N NARsm LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2382 ADS 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 SHT NO: TITLE i CS COVER SHEET Al FOUNDATION PLAN pr. ¢..,;,• A2 1STAND 2ND FLOOR PLAN' s - - A2.1 SALES OFFICE PLAN b - A3 STAIR DETAILS % A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1 ST & 2ND FLOOR ELECTRICAL PLANS ,a 15b. i A7 INTERIOR ELEVATIONS AR •• SNO STRUCTURAL NOTES '', , •R' 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 N N `O N E PA 1.4 PRODUCT APPROVAL _� L q 0 Cq o SH 1.0 HURRICANE SHUTTERS >. } M SH 1.1 HURRICANE SHUTTERS .- ° O M SH 1.2 HURRICANE SHUTTERS c M t o SH 1.3 HURRICANE SHUTTERS D O S 2 S SH 1.4 HURRICANE SHUTTERS �_ ° "o m" Q SH 1.5 HURRICANE SHUTTERS Mtn LU QN x` WP 1.0 WATERPROOFING DETAILS (� o E co - }i� a 6 N N 0 N 00 co w (� yWJgz wQ �I<Yl z j°� J<O�LLU0��- ozm°°�CD ¢�Q °itLLZ�H °9OO22OOzZ 500 JaY,�zOzoW°j Cl) OZOW°��FZ�WQ- QMQ� < Oa O =O o 9 LL f aLL i! O O Z " 0F_ U) 5 ti F- cM OC) Q M L0 LL F- O�a- M -� <>-<00 zv~ W o J O \ n N V / N N N I O LO O co O I CV Lo Lo OCT 2 8 2022 1 CC CO _ O O Virtual Review Assist. Inc. Plans Review completed and appro d for compliance with the 2020 FBC 7th Edition LO by Debra Anne Klahr PX2300 rv�� itC NOTICE TO BUILDER & ALL SUBCONTRACTORS 00 O IT IS THE INTENT OF DESIGN PR .N AL LISTEP411MIE TITLE BLOCK THAT THESE DOCUMENT ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE 00 INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE ♦y COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE LLI 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 Uj LO INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE Q DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND z 0 APPROVAL BY THE DESIGN PROFESSIONAL. J O c6 Gfl OO O O O � �- � 0 0 0 0 0 0 0 N N N N N N CV A W L-6 o0 A �- O N O r- p N M mot' , O) O O " A 0 0 0 0 0 C O p o O O O o O i N M 4 6 6 ti Q z z d Q fV 00 M (V CS LAST PLOT DATE Aug. 8, 22 Z Z z9 oWU) uj 5; �Q a W�< co0Z =z ZLu ?> J Z W g�z D z z 2 Q n COVER SHEET Q z z w N N O OU 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 ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL 0 = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) .'_ (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �= WINDOW OPENING ABOVE O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9-1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE 5O SINK - KITCHEN 6O REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM Q FOOTING LEGEND TAG TYPE SIZE REINFORCING AO 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 DO MONO FTG 16" x 12" DP (2) #5s CONT. [JE MONO FTG 16" x 20" DP (2) #5s CONT. OF PAD 24" x 30" x 16" DP #5s 6" O.C. EA. WAY OCT 2 8 2022 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 FOUNDATION PLAN - ELEVATION B 1 /4„ = 1'-0„ N N 00 x 00 LO co k, ., AROO 5 z W W 0 z N LO W L C W N v 0 M ^ ai ch H - 2 N U �M -9 t 2 g _O o v! O LL. 0 R Q C)6^ —s }< cO 7W L E� W W0E- W W�a ��I IMYZW Z W (' Q W V WS2,¢0¢W¢U_VOU0_jO ?O, R-Cow iOZ200HQp O Z oW°�WoZowoWW �mZ:3 Q~¢pWlY¢-v0-izWz 0aa. LL 00W0: 0 j Q Z*¢ ¢LL LL¢ o O O Z N OW U) ti 0 �_7MO M Q � 2U�ti F—WM 00 Z>- U Z W Wo J O mi N cV O N r- N O O M cp T- 00 v- 0 N 0 N 0 N N N O CD N O N O N O N O N O N O CV 00 O u7 00 O M r N O M coN O C C , 0 O 0 8-O 0 c6 0 N U ; 0 0 0 0 IV 0 co 0 �- N M V7 CO r` L CO z Z z O O� _ wC)�' 0 W 0) O voao F-O�a Lr)(!) OW�a � Q Z� t� F_m0Z f=�_=Z v Z J N > 00 �MZW 0 M 11 Z Z Co w N 0_j2z UU)Z� z 0 s e se Z U v g 0 O m Z Z Lq N WU-) 0 O LAST PLOT DATE Aug. 8, 22 O FOUNDATION I PLAN B 0 CV 0. 9 47 N 30'-0" ® D AT :.: BRG FAMILY ROOM 16-3" X 15'-2" 8'-8" CLG BRG OWNER'S SUITE WALL 13 -0,X 15 -11 8'-8" CLG 0 GAG 7 5/8" 14'-2" L A 4'-6" NOTE: PROVIDE 1/2" PLYWOOD 1'-2" DRAFT STOP IN FLOOR 2' -0" TRUSS SYSTEM FOR A 2X8 W� MAX. AREA OF 1000 S.F. (PER FBC R302.12) — TILE co ___ -- KIFCHEN 2X6 KN WALL oP AT 1 g1_7" X 14'-2" /2" 1 -8 CLG I IREF N II I I' BRG WALL II r ul RANGE W/ CAFE 0 HOOD O J N � 8'-6" X 14'-2" Q 8'-8" CLG "' ° ° OO 2 I - II 1 N DW 2 A7 1 A3 PLUMB ---- STACK _ WALL v 5'-6" I. T-4 3/4" LA7 5/8" / ��, e ME �♦; � L�J N-, k; j' t t►• ■��■�®� OWN PWDR BATH LL ~ J 1 L2868 v LINE OF—'? T FLOOR `~ ABV (3) 2X4 — r — B.U.0 W/ - HTT4 AT BTM & 1 p S M S20 9 AT TOP -- 7 42" H. r` 6 SLOPED --1 -- -- LOW 5 WALL - 4 ' CP1 --1 TILE -- - FOYER I 3 2 1 _ UP SH 1/2 34 HD AT T-4" o I EMP. GLASS 'v O NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL 1-4" CALLOUTS & DETAILS mzo w HQ TIE BM TIE BM AT 10'-0" AT 10'-0" m � w �Q FIRST FLOOR PLAN - ELEVATION B co -]A PANTRY C,4 lam co -RG WALL Yi�'iiiii,i Si'iidiii'Pdd�7P�'iiLY�•i'�i' � i1S, • • 1 �'hSYPd�4'�4Yii"iAS'i.'ids'ii'Ai'�iSii'iii�iSiiiiVli�1'�ii'hlliiiii5iii'iihiiY�Sii1'id�C�iii'iiii�, 4" INSULATED BRG. WALL ^cc TWO CAR GARAGE s3 J 19 -3 X 20'-0" ENTRY 5'-8" X 51-4" 4'-4" 9'-6" 1 /4" = 1'-01 1 LINE OF GARAGE __— — — — — — — — — — — `I TIE BM AT 10'-0" I mbo bo w I �a 16070 2'4" f , 16'4" 20'-6" 30'-0" 2'-3" Co ao L0 A S3 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 = 1'-01 1 R-11 F.G ION IN ,DJACENT :SPACE R-11 F.G. ION IN R WALLS, JG BEHIND TIN SSEMBLY GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45° UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 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) 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 BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) OCT 2 8 YU['[ i Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr 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 GARAGE DR 30.0 -33.9 30.0 -33.9 N N O N co 00 - ► �\+ tf L0 o ? co Q W w z t^o` O L E 0 � _\W L 'r- N MCO N N � V M A�E -E: t M O O 2 8 OD O a:o Q .N U LU QN 7W V L Mp E( •02 5- 0 ° -60 V, W WW w0E-w Qof W YZ� W Z C7 <Q V mS2JNOWwU0LQ�0 U) <XJwLL OZ2001-O� aQLL U)w�wv5w Z)) apwwwU'QZ �aw0zOwUzoa)Q-Q2w2Q 0W P O_ZQQ Qw LL O O Z W O� i (n O ((M C:) aJ L0 LL lei F- W co z V W W JQ 0 M1 N N 0 N I ti N I r C) 0 00 Co 00 - C) N o N o N N r- N C)o N N N 0 N N N 0 N N N N N M 6 oD L6 o0 M r- O W 0 c v 000��00 a� o o m ' O NLO >0000000 N M IT U) CO rl- I CT CO♦^ VJ Z z O _ owi-n O V��a F- o_-a O W F- M O Z = F- z N V Z > J 00 i- < W 0 re) � ZZLL 00 W N Og2z O U�Z� z YQo Ua O�g 0 m� a Z z w N '^ W V / 0 LAST PLOT DATE O Aug. 8, 22 Z 0 1 ST & 2ND FLOOR J PLAN B STAIR SECTION 1 /211 = 1 1 -011 1" NOSING SEE SHEET ST 10" FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE im W/ FBCR R311.7.2 ti RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (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. 3 A3 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S36 STRAP EACH TUD (((A STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN W H 0 z W W 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. 31 WALL SPLICE DETAIL N.T.S. OCT 2 8 2022 virtual Review Assist. In rove Plans Review completed and approve for complianceDebra Ann with the Klaho PX2300 E Y � N N � co CO 00 LO ` L W WW \ LL l z Q > 0 F1 U M 00 co } N M co N V -0 -0—} M A� D 0 t o W O �•� 5 LLO C Q 0 w ' �N B ^ QN C O E 2 •2) 7� W Lj fn W O f' W Q Q W U W02-j< - < UOO-O UOOJZLLLLozmoUHQQ C�00 I- Ov)W�OZOR0080Z �Oa8 WWF-ZLLW<01a (n 0 Z -'1-��W V5 WWo QOQ U�Q Z o 0 oF_< O Z N OW �Jti M O Q M � CL 2C/) LL_ti z W F' W a M q�p < >- < Z V Wz W JD 0 J N N O N ti N O O 00 cm W O N O O r- N N O O N - o N 0 N N 0 N N 0 N 0 N 0 N /� O CV M O LO W O M V­ N O CO w O c 4 O ' O O O CS r- r r 0 6 0 rn N Lo > 0 0 0 0 Co 0 0 r-1 C'41 M I q I u7 1 CO 1 ti LO It 1 07 00 VJ Z z O O-�, _ WU_�-- 0Wc) O V��a F-O a LiJ Q ZW�� q Q =MOZ � Z�W N M w W >-2ZW >-W M M p_ZZu- 00 W N 0g22 O U)ZCO Z �Qp Z U U -45 O 0 a m CE Q z A3z Z W J N " W C:> LAST PLOT DATE > Aug. 8, 22 Z 0 J DETAILS I 30'-0" b 9 io STRONGBACK LL BRG WALL 14'-9 5/8" STRONGBACK C A V-2" LL BRG WALL �z o• a b v M 0?Boa (V � q v (h ---- - (V N ----- — — — — — — — — — — — ------ O I I I I I I ------- Cl) it I I I I I I I I LL I I I I I I BRG I I WALL I I LJ 14'-9 5/8" 5'-8" r---------- L---------- BRG WALL LLV I I I I Al N I I CONY. FRAMED BY OTHERS @ STAIR LANDING FTF4G BRG WALL 9'-9 5/8" B6 b i 00 00 0 N B5 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) B4 B3 m BGE1 00 ao T-10" 5'-8" BGE 20'-6" SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B 1 /411 = 1'-011 M2 u a b N 30'-0" Q LO U U U CJ1A CJ3A� CJ5A U-100# E rA U-1063# CJ1A CJ3A CJ5A A6G A5 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A3 Q BOTTOM CHORD CAN BE REM DVED IN FIELD IF NEEDED A1A ATTIC (ACCESS M AHU Al Al A3 0 A4 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) LID A5 u- 1008# u- io88# A7G m -�, w EJ7A CJ5A CJ3A CJ1A C3 U Mill C7 �9 1 /2" ao 12'-0" U U 6'-0" U L V-2 7 7/8" 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B 1 /4„ = 1'-011 SHINGLE ROOF 12 5F 12 HEEL= V-0 1/8" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. HEEL= 4 1/16" HANGER CHART J L. = LUS 26 (SIMPSON) TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES - OCT 2 8 2022 Total Truss Quantity = 95 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK I CONSULT B( 30' Span or less 60 degrees . or less 1 � 112 2/3 to 1/2 �I span approx. span Wmx. I Tag fine REFER TO BC"SI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 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 BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and 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 LOAD DESCRIPTION INIT. DATE R/01 Created from 2386 model AS 2/1612017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RB01 UPDATED FOR LCA SHM 1/18/2021 LOAD# DESCRIPTION INIT. DATE % CARPENTER CONTRACTOR'S OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33880 PH❑NEI (800) 959-8806 FAX: (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 a 1 4 "=1' " N N co co _ co 'CID { • 1 �- AID i�S Q w r W 0 z Q ^N` a) to - � N u '4. `" Q ch M n Nu A� i t p Y/� 0o 2 o � 0 G •� O U- o Q U 'o iu a • N �• w /�^1 u Y 1LN L o �� rn 7� V I� a _0 W w W Uj vi w O H Q J W -Z w I— w Z (� w Q Q U W°�_NO<LLYo0�o _jo acoW 2zowooZ a z~aU ��oJzL01 C1 Zw fnwwwwrm �¢QLL o w�Q �� -Z �o Z�a OQ LL QI— LL O O N Z OW (�ti 0 Q � M O U) M � LL LO F- W a tM Z U LU W O J O M, CD d' 1 N N O N t ti N O O 06 LO 0 M 0 N 0 N 0 N N N O O N O N O N O N O N O N O N w u) w A , O OCD O 0 CD 0 0 — 0 W 0 1 �� N� ; O r- o N 0 M 0 fit' 6 tf) 0 Cfl 0 ti 1 CO w Z z -Z° _ wwin 0 IVo�o -036- Q LO -0 (� OWWM zELX W ~ Q MOW I— M z N v Z J ° ('Y) �ZZIL 2 Z pp O w N O_�z U DZ� 32 z Z FQo U 0 v 0 g m � z A4 Q J W N N Q LAST PLOT DATE Aug. 8, 22 z 0 2ND FLOOR ROOF J FRAMING PLAN B A ROOF FINISH PER ELEVATION 12 ROOF SHEATHING �5 MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUE -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT 1'-0" NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 6 4 = - ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOF TRUSS ' MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 27 fV o (V N (V 2" 2" V-8" FALSE FOAM LOUVER DETAIL TYP 8 6" j. 1 " 4" Lw. 1.4" (4 N o o EPS N FOAM N 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. __1 5 ROOF SHEATHING (S)A23 MTL DRIP EDGE 2X4 SUB -FASCIA •;' 2' -0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" SOFFIT DETAIL 10 1-091 3/491=1 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (V O 0 O 0 0 8" V-0" 1'-0" & 1'-0"0 1'-0" it all 4 LEDGER DETAIL 11 8" TRUSS HEEL CASING BEAD WITH WEEP SCREED OVER FLASHING ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. WEEP SCREED ELEV AT 0'-0" 1ST FLOOR FF SHINGLE ROOF FRONT ELEVATION B 1 /4„ = 1'-011 12 5( _0 8" TRUSS HEEL ELEV AT 18'-0" T.O.P.- 7/8" STUCCO J ELEV AT 10'-0" OVER FRAME 2ND FLOOR FF CONTROL JOINT _ ELEV AT 8'-8" T.O.M. MID WALL WEEP SCREED 5/8" STUCCO OVER � MASONRY ELEV AT 0'-0" INININININININI A/C UNIT AND PAD Ij 1ST FLOOR FF —'� GRADE LINE-71 3 REAR ELEVATION B 1 /8 = 11-011 F*9">;�V ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" _ 1ST FLOOR FF - 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. 1' -0" ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. A/C UNIT 2'-0" AND PAD ELEV AT 0'-0" 1 ST FLOOR FF 12'-0" 13'-4" 7/8" STUCCO OVER FRAME ti CONTROL JOINT -0" MID WALL WEEP SCREED ------------------ GRADE LINE 1RIGHT ELEVATION B 1 /811 = 1'-0„ 12 51 _... 16'-8" 7/8" STUCCO OVER FRAME CONTROL JOINT - - MID WALL 19 WEEP SCREED r` ti GRADE LINE CLEFT ELEVATION B 1 /811 = 1 '-011 5/8" STUCCO - OVER MASONRY 12 ,15 4" STUCCO BAND WEEP SCREED -0,. 4" STUCCO BAND 5/8" STUCCO OVER MASONRY 12'-0" ow C, = z - 12 15 Zq A/C UNIT AND PAD F- 18'-8" 16'-8" ow -1 = _1 z - CONTROL JOINT - 5/8" STUCCO_ OVER - �MASONRY r 91 OCT 2 8 2022 '1� \/RA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 6'-11" 1- 7'-4" SLOPE �` 5:12 W�N_ 0 ui J I SLOPE 4_�5:12 I I I I I 15'-9" 1'-0" o 0 N-------- 7'-0" RIDGE VENT SLOP 5:12 10'-0" RIDGE i VENT ------------ I I I I I I SLOPE SLOPE4 a 77 �5:12 512 "1 `n I I RIDGE VENT I I L- -- I SLOPE SLOPE �5:12 5 ROOF PLAN B 1 /811 = 1'-011 0 N 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. / 300 (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 VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA /UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT 04 04 00 1.4 J D0y,7 o ao 2 LO AROO 1 0 Q W W 0 z Q LQ W '� `O o U CA N -0 �_ d co ATV' W - M C:o 0 O o o Q uci.o —t }< *N V w S?� E 7N >` o � V ° a W W C7 W oW-C WOF- WQ W W< zW Z WE)M J<03:W0 LUOOOLL JO Q Q 0 <ao ZW LL 0220'FM O�X�OZOD OOmZZ U a 0 0 V) 0 Z _j(9LU a>zYOZZLLOWOM Q�< wg U5-gwp�UOQ OQ O OQZQQ Q LL F- LL O Z N OW O F M Q co M � � � o- M QU<00 Z Z W o J O mi CD qql N 0 N N 0 0 06 CU 00 N CD 0 r- 0 CD 0 0 N 0 N 0 N 0 N N N 00 o, u7 CO o M 1 N O M coN O c 4 o , 0 & 0 6 0 c6l 0 ' O C Lo j0000000 N M u7 CO ti e- Cr MI (n Z Z Z O W _ oWin �- O Uo�Q I— O�a 0 L v) ZW a— 0 �m0Q =F- =Z N C�Z�J M zZu- NO2W g00 O Q U � Z z z ?a0 Se g U a.Oo W z z W J N N W L0 C) O O LAST PLOT DATE Aug. 8, 22 Z 0 EXTERIOR J ELEVATIONS B & ROOF PLAN 11 =,Md I I'!R Y�1� 1�t'll' � f t�h4�ll�l�ll�! I[�■■I■��iK 4 DISCONNECT a FAMILY co ROOM / 0 6'-7" \\ G KITCHEN t �o FIEF \ / 4i GFI AT 30" A.F.F. db FOR HOOD I " o TO I / � ISP J c B i o ® \4 C' O DINING \ ' ---/ i ROOM J GF AT 30" A.F.FJ DW v \ 3'-8" 3'-0" P 4' 0" PWDR BATH TO 2ND FLR ELEC f 2' 3" A T i ' LINE OF FLOOR I ABOVE FOYER I OWNER SUITE ...sell � �1■ 6'-5" W.I.C. 1 �, l � v / LIGHT AND _ SWITCH IN 0 FT —k.9 ATTIC ELEC IPANEL 110V CLG q ! MNT. N ^✓ OUTLET GFI GFI i I i I ' i i I � i I I Q I I I i FIRST FLOOR ELECTRICAL PLAN B 1 /411 = 1 1-011 — I I I I METER LINE OF ROOF nr, �,a SECOND FLOOR ELECTRICAL PLAN B 1 /4" = 1 1 -0" ELECTRICAL NOTES. 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS OCT 2 8 2022 VV\7 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2029 F8C 7th fditiou by Debra Ague Klahr P12300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ■ 4 1/2" DOORJAMB DUPLEX Qo OUTLET co TRIM--- BASE--- 0 NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z e SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" i 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -O PUSH BUTTON FOR GARAGE DOOR OPENER —o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE { CLG MNT PREWIRE - FIXTURE BY OWNER {- SURFACE MNT FIXTURE -{ WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 6� 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR Q SMOKE DETECTOR CU-182 UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP — U-36 = UNDER CABINET 36" S-36 SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:R 24" VANITY LIGHTING F_mF 36 :ruP 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER IM CHIMES (DELETE W/ INTERCOM) ]� MASTER STATION -M&3 ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR ED A/C REGISTER ® THERMOSTAT ED SECURITY PAD LECTRICAL SPECIFICATION NOTES: LECTRICAL CONTRACTOR MUST VERIFY WITH THE PECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT IXTURES SHOWN ARE FOR LOCATION PURPOSES. N N 0 N �t o O 00 -_ j A 00 ma`s 4# ° LL Q ° AR0015S') z w w z Q W `0 o .7 M N M�i U 4-- tJI .4. N V' ao t u a L E 2 U_ g _o o �N N U lu QN o E� 70 i 0 5 °a W w W O w COLU w~ Q Lu J 0 Y Z Z Q Q V F Wes__jQOQmQ,_0oo_'o <axJZ��Z�O1 DO9 o�WoLL oo00 a~ z 00 Z 0W-zWW 8Z O Q0W��� 55'rwQ::) oa. v��wO cQ 0Yzg¢ u.Q O Ha-QLL. O O Z CV OF- > (n O � J U? w ti z F- W M 00 < Z U F- WW JQ A N N 0 N A� 1 _ (V O O 00 C0 00 T-- 0 N 0 N 0 N N N O CD N O N O N CD N o N o N CD N /�/� N 00 O to 00 O M " N O Mw O c o , 0 o� 0 o o o 6 0 N ; 0 0 0 0 0 0 0 N M 1 d' 1 LO I f0 I ti 00 Z Z O O wo�Q wwU) cy)F- o �� -0 VJ z 13- WI=--Q W I._X =m0Z F- Z N n vZ>J 00 W>-WM <z0 M CL Z Z u- 0O W tV 0g z O < US2Zz Z �QO Se Z U � oU 0 W Z Q z z w J N " W 0 Q LAST PLOT DATE Aug. 8, 22 z 0 1 ST & 2ND FLOOR J ELECTRICAL PLAN B -� m a� ■� 1 1/2" FILLER v T-0" kk 2'-6" 1 1/2" FILLER / o \ ° / 2'-6" T-6" 2'_0" 1" FILLER CV 1 C) \ / \ Cl) \ / \ HOOD \ / \ / 4" BACKSPLASH---� REFSPACE - VERIFY W/ MANUF RANGE T-3" J, 2'-6" J, 2'-6" KITCHEN 1/2 = 1'-011 4" BACKSPLASH / \ 30" HIGH MIRROR KNEE SPACE / Ll 3'-0" 2'_6" 2'-9" 2" FILLER 2 1/2" FILLER DOWNER'S, BATH 1/2 —1-0 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS)— ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" _ T.O.M. T-0" 12 2,-6" 0 M 1" FILLER SHWR HD PRE-FAB SHOWER PER BUILDER VALVE 4'-11" 6 OWNER'S BATH 1 /211— 11-011 UNIT '2382 - B, L & M' - BUILDING SECTION 3/16" = 1'-0" DKITCHEN�ISLAND 1/2 — 1 -0 �1 `N 0D HOLLYWOOD STRIP LIGHTS CD AF— _ 30" HIGH N - MIRROR M 0 N 0o 0 4" 00 BACKSPLASH-� CV o Co C \ / \ / \ z \ / 2'-6„ 2'-6" 1" FILLER Of 0 1 1/2" FILLER (DBIA TH #2 1 /2" - 1'-0" FOOTING SIZES AND RE -BAR L i i 3 KITCHEN 1 /2 — 11-011 T-4 1/2" 2'-9 1/2" (DqA TH #2 1 /2" = 1'-0" 2X6 KNEE WALL TOP AT 34 1/2" WIRE SHELF "HANSEN" BOX 220 VOLT r---�r----� r - - - - - -----� -LI 14 1/2" X 16" DRYER VENT i ;RECESS 4 U1/TILITY „ 2 —1-0 co M io CO T 2 8 2022 Virtual Review Assist.Qpc. Plans Review completed and approve for compliance with the 2020 FBC 7t ition by Debra Anne Klahr PX2300 ELEV AT 18'-0" \ T.O.P. FT LJ ELEV AT 1 PRE-ENGINEERED 2ND FLOORR F FF - - TRUSSES ELEV AT 8'-8" _ LOFT T.O.M.. ELEV AT U-0" _ 1 ST FLOOR FF BRG WALL GARAGE �— SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR UNIT '2382 - B, L & M' FRONT SECTION 3/16" = 1'-0" N O 00 o ., I>. LO APB 155 ® I Q 4 '' G 0 W 0 z Q N NLO 0 C4 W L '> tDi C] Mc v N gi M 2 O- M N V -0-0— E M 2 0 } 0 L R Q sU (DQ C-5 •Vi U W QN C 7N i o E V ^ CL O LLI Uj W O F- W~ Q J Y z 2 z LLJ (' W Q Q V Q�2 J003WWu 000LL JO <aR Z�IL0zM0OF-Q~ tR0089M ���-yy00 O W90 � W a W v5 w W W un W x<0 Q Z U_ J Q O W Q fn Z W z O U 0 n Q a0W �F-� �YZ Q OW O O OQ 0 WQ �¢W 19 O O CN Z W O� ti O z 0 M Q M ILO- U) LL U) ti 00 Z U � W W JC) 0 N N O N ti N O O to co O O o�- � �- N N N N N C)O C) O O C) N N N N O C)N N N /,/� O W to W A N O- O O N cM w O W o rn o O 0 0 .- c 1 cfl C) C) NLo j o O O C) O C) C)� N M1 V In I CO I ti ' CY 00 Z Z O C)}' Wc��> Wy) �' Cy) (-) 0WW d- LO (n ZW�Q W ca0Z V N Z ;� J W}WM 00 >kzo M �ZZLL CO W N O 2 z O < Ua- zz Z �QO . Z U c� g o� W Z Q W N N W LAST PLOT DATE >C) Aug. 8, 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 DE EMBER 31ST 200 CHR MATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL C 3, O CO ( ) 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, ACO-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308 3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(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 HAZARDUUS 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 S10RAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. T 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 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & AC1530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10PSF 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 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 1851M-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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 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 ANSIlrPl1-2007 BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation -of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo 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 1'-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: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. AIr%TC IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE NIP 1i4" 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. OCT 2 8 2021 \/\DA Virtual Review Assist, Inc. Plans Review completed and appro for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ti s� ws' N 00 00 t2 4 LO ' 00 0 05 Lu 0 0 Lu 0 Z Q W L -0 9 U 0 m M00 VMm M 0 U -0 70 - M S` _0 0 2 g V/} 0�C m Q u ._ i' � } "N V LU QN L �O �� 7W V ^ a a W la WOX�OZX_jQ QOW W��LLZ of 0 6UO0O QJJ Q U< O =0LL n1OW0oOOm Wa0nWW5jWx<0 Zu_ LLN0Z0Wa a JO�W ZJaW< QaZ< Q~ �wj�v0 Z <Q I 0W C) 0 LL a O F a LL ;a O Z W LD O QU)('M� cM G U) I ti C� CM Z U W W _jQ 0 mi N N O N I'L N 0 O LO (O r- M O N 0 N 0 N N N C)C:)O N O N O N C) N C:) N C)N N M w N 4, M O U7 0 O O 0 A 1 N O M 6 O C 0 0 0 0 CD 0 1 �° NLO 4) > 0 0 NM 0 0 'It 0 u;(0l-- 0 0 1 CO r^ VJ Z Z -ZO CD♦-' w W W U) U l- > V_o�o �0 Q ^ i� ,,) ^^ V O of UJI W H Q H Q Z F_co0Z 0Y H � N V b W Z> > 0 2Zaf M 00 O w N 0a3:w U�ZW < . Z Z x 0 U o U Q _o W Z SNOJ Q Z Z W N 0 " C:)LAST PLOT DATE 0 Aug. 8, 22 Z O STRUCTURAL J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING qi —I— I I � LIB l I I ,1, IIs�. II I x. III I� I I II I I i 16GAO-11.2" LONG (3,14%1" CROWN) STAPLES 1'& 6" O.C. VERT BETWEEN I MAx I I 16GAx1-1;2" LONG i3.4"-1" STUDS (,NOTED THUS:-) - OFFSET I I I I CROWN) STAPLES {a 6" STAPLES BETWEEN STUDS AS SHOWN - - - -_-__— }7 ---- ._ -- C.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 104" = V-0" -DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' "ONLY APPLIES TO LENNAR TPA,'JAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER 0 — O N H C G 000 a _ `_' C) 1'-0" 0 9 ' 0 in U t- 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. 111 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 111 (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. 16-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING W m cal ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + �p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 4-0+++ ++++ N4�- + ++ + + ++++ +++ + + + + + + + + + + + + + + + + + + + +++ + + \+++ + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + cr' — 15132" CDX PLYWOOD OR 7/16" OSB \-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE .,,........ + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r 1/8" gap + FILL CELLS STD. 900 HOOK BOND BEAM I U) W ........................ ...... a STD. 90° CONT. #5 CONT. #5 > HOOK BAR BAR #5 CONT. .. .......... FROM 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 SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. - - -- - -- - - Under 2nd floor column wi Inds N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack 'Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high 64 or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I Ise 3" 110d1 nails at 6" n-c- Provide adequate bearing J for each lapped joist. 1Old nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. A lY2- ROUND HOLE MAY DO NOT CUT HOLES 6„ BE CUT ANYWHERE IN 6„ 6„ CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" Round Hole Diameter (in) 2 3 4- 5 6 7 S 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1 " 1'-2" V-2" 1'-3" 1'-3" V-7" V-11 " 2'-4" 2'-9" T-2" T-7" 12 V-0" 1'-1" 1'-2" 1'-2" V-3" 1'-9" 2'-4" 2'-11" T-7 4'-2" 4'-9" 5'-4" 16 1'-0" 1'-1" V-2" V-2" T-7" 2'-5" 3' 2" T-10" 4'-9" 5'-7" 6'-4" T-2" 20 V-0" V-1" V-2" V-2"" T-0" T-0" 4'-0" 4'-10" 5'A l" 6'-11" T-11" 8'-11" 24 V-0" V-1" 1'-2" V-3'2'-5" 3'-7" 4'-9" 5'-10" 1 T-2" 8`4" 1 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Backer block (12" wide min.) Nail with 10-1Old nails. \Install tight to top flange. Joist hanger �✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gaP 1P 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements .6 X Joist o depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist B aring Location Series I Depth I End Intermediate- BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI6000s BCI6500s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d I 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 1-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE SLEEVE THRU STEMS a SEE PLAN FOR °� A. *A ° FOUNDATION INFO ° STEM FOUNDATION GRADE REINF. SEE PLAN ° ��411- 1I�ir wt, c,nHOc 4 rvtl SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION I a 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a a a 1a: �Ir II I L__�� SEE FND. PLN. SIZE & REINF. le PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE/F PENETRATION PLUMBING LINE o ° d a ° ------------- ---------- Z Zo � ° 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 d a ° ° A- -- °/ °v L /4 �—�I I I I I =1 I \ �I11 - -------/ OCT 2022 SEE FND. PLN. Z. SIZE & REINF. Virtual Review Assist. Inc- roved Plans Review completed and app for compbiaowith Annethe KlahOFOC r PX2300 Edit ion by Debra N N N 00 Co to 00 i- ` p!� 0 AR001 1J C 0 T►ECr '"4, o , W z Q SIN' N U") CN iC:)o W L u ch in `" V -0 M C:c t 0 �0 0 O LLo R Q s V • ^N` ij w ID N 0O W L E CD 0°n(I W 0Lp uj Cr W t- a W Of Of :--J0WUO,00 ��0-i< YI QQU QO0 DixZW ozm-'Ha coc000W00M �pO z LLI z 0 0a>zO �O0YZLLpZ�wU) �zzH WOa��Z �Qz LL 0w 0� OQZQ�a a <U U- O 0 Z C4 OW O 0 F M Q M � wLL Ui I—ofQa.M 00 Z U W W -J N N O N n N 0 O 00 CD 00 0 N 0 N 0 N N N C)C) C:) N C:) N C) N C:) N C:) N C:)N N /� O N QO CD� � o0 CD� M T-- N O COw C)O t- C:) O C:)O O r- C) r- CO O F N�/� �l J CDo i 0 0 0 0 0 0 1 0- CO U) Z z O O }' WU=' ww(D O V�Z.Z.a LO-0 V1 OW F-�- z II �mOZ =H,rz (Do O j W cV Z 00 � %-2ZX >- re IM �ZZLL CO W N O��z O Q U z Z Z �QO " Z U U J 00 Q z SN1 z z w W N N O Lo CD LAST PLOT DATE > Aug. 8, 22 Z O STRUCTURAL J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / PRE ENGINEERED WOOD TRUSS @ 24" O.C. J.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" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD U_ MIN. 2500 PSI CONC. SLAB W a MIN PSI MAY VARY PER o MUNICIPALITY. 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE L � ° 00 � DI 00 6 MIL VAPOR IIIII D ,� III —I I = BARRIER I I , t °• III COMP. SOIL. I I . (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 NOOK U.N.O. 4" T-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-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 ,z_ J-. SEE A/S3 OR J/S6 -'-ILI I 111I-1 I�i , FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS rjT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 1Ed TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM ENC OF 2 x PLATE E 6x6W1.4xW1.4 CV r WWF OR FIBERMESH 1 8„ 1 -.1w - --- - -L 3- TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"= V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP ASSUMED FINISHED = GRADE MONO OR STEMWALL e z � FOOTING MONO SHOWN00 FOR CLARITY z NOTE: D e Doo D I� 11=III=1 I I=1 I I� I I=1 I III I=1II=I II=I II�T_I�; *FOR BEARING WALL g N r W/ UPLIFT ONLY iii—ll 1iIIIIIIIIIIII�I�IIIIIIIIITi'�'— FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. S� 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE O0 I _ 1_IHi i I F.Ei I I=1 I � . a III I I —I I H I I —I I �111� 11=1 I I I I I� I (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS Cl) rl,I sm I. C Rfi SEE A/S3 OR J/S6 --� -1 j I I I I1 i �i 1 I PI FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 3/8" MORTAR BETWEEN SLAB & BLOCK CI C%I n' n" 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B- SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 21' �31/2" MIN. D b °. C* D e 31/2"(min.)- 4" I I=I I ° • —III III —I II I - III —II —III- -1 I I ill I I M 11=1 11=II I I I I —I I 1'' (2) #5 CONT.l -11 , ,111111111—„III=„11 ;,111='' 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP (@ SHEARWALL "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS •2x P.T. BOTTOM PLATE 16x6W1.4xW1.4 WWF OR FIBERMESH SCALE: 3/4"=V-0" 2x STUDS @ 16" 0/C � INSULATION PER FBC AND ENERGY �GoN�o 5 FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER KAFTAI I ATI-I FIDQT 91 AVFRC 4/R" TI-IIrV FArW '8"OR 1/2" HIGH STRENGAw/1 �g BLOCKING @ 12" TRUSS BOTTOM p O WD OR 12 TOE NAILS 1.N.0.) (OR %" GYP. TYPE EACH END (WHEN PARALLEL) ARAGE W/A HABITABLE ROVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. .P.F. DOUBLE DP PLATE IMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 12)10d NAILS U.N.O. /8"° x 10" "J" BOLT @ 24" 2x BLOCKING HORIZONTALLY@ INTERVALS "°x3/16" PLATE WASHER NOT EXCEEDING 10'-0" (R302.11) kLT: 1/2"x12" TITEN HD @ ►.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN b 24" O.C.) 31MILAR AT FOUNDATIONSIMPSON SP1 w/ (10)10d NAILS = NOTED, THIS REFERS T ;TEP, SIZE OF FOUNDATI EINFORCEMENT AND WI2x P.T. BOTTOM PLATE JCLUDE THE WALL6 x 6 W1.4 x W1.4 ITTACHMENTSWWF OR FIBERMESH 3 1/2" MIN. — — — — D b �11=��31/2"(min.)- 4" �(3 1'/t2'(min.)I- ~I I Ell �I I� 1 11 1 �I (2) #5 CONT. 4„I 1 11 11 I 111 �1 .. v U.N.O. 1 MIN. TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=V-0" S3 5/8"" x 1 U" "J" BUL I (CO 24" O/L: w/ 2""X J/1 b" "" ' " " ` " "' ' " " ' ` " " " " "" " " " " " CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED I BAR � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° z_ #3 & #4 LAP SPLICE D . D GRADE 40 MIN. Fy= 40ksi e ° FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] Cl) — o D. 25" MIN. LAP [30" MIN. LAP] Ll 6 MIL VAPOR BARRIER - I 1 I I t> p °I— I !- 1= I I ° 11- I� I I� I I=, #5 REINFORCING BAR R 1 7/8' -1I I I I I • I I I I I I� II I I� N 0.51 AP RPI IrF COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557)I, I I 1 1 4" 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" —CONT. BEAD SEALAIS— a INTERIOR ,ONCRETE NAILS W 1 1/2 :MBEDMENT @ 12" O.C. iTAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. -ENSION 120#) CONCRETE SLAB GO 6 C Cl) 6 MIL VAPOR - ('- BARRIERII i r 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 112" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 1 `WWF OR FIBERMESH `-� A I K 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 W END OF 2" x PLATE W D U -1IOI I ep . l 10" l #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE oc > a w SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL .: O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER V-0" FIN. FLR./I&, COMMUNITY SPECS 1 (2) #5 CONT. ' =I I E=1 I I ON 3" CHAIRS (TYP.) 8" 1'4' 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7"EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH I Cl) E 8" 0 II I�II�II�' TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR vAFiItS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH a OO d Q d r N I I-111-111� I I M41 E MI_I a � II�II SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL _. EXTEND FILL CELLS +_ TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. r ' co GRAD A. Z LU a W Q I I I �I a d• I �I�I �I � 0oo`l)= �� • .a..l �I�II�II z Cl) FOOTING LLLWWI.ii -11 III I II�II�' 0 F=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S.\/RA S3 OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 f+ CN 0N co 00 r LO�. 0 co ® * _ to r ° I 05 Q W z a U) N LO F, 0 04 _W L U N ch 00 M N V 70 �_ M D 0p r CY) U o 6 ILO C Q .N W ON V 7W L cO E2 V, �y W W �LLI uj t1.I~a Wg_j W0H IYMYZ� z LL. U a::)—_j :���LL000--,0 c� Qz o 0 t1' to Z ��a>zW1pWZZLLpQ�Ofa aowoW<�_gwp�c)O¢ �O 0W o Z) oQzq�a a O Z N 011�— = j_u)o U)M1� aJ Lq � � W U? F— Q" C" 00 Z V Wz� W O J O N N 0 N N 1 0 0 00 W M N O O 0 0 ON 0 0 N 0 N 0 N 0 C4 CV N M d) 04 oo 6 oo A � o W O E 4 o o 0 d) 0 o V o T-- o co 0 ' 0 N NLo > Ncr)'TV)(oF-- Cr Z Z O _ Wv_J lo O V0�a �O--a LOV) ZW Ir FF--a Q W �- ~000a =F- =Z j J [V z > 0 <WO IM �ZZILL N �a}W O Q U)Z Z Q o LL ■ . Z ~ U OU _o W of a Z Z z J W N " O O LAST PLOT DATE Aug. 8, 22 Z O STRUCTURAL J DETAILS -MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3)12d _4 EVENLY LS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE k 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4 12 \�(TYp) SEE ELEV. I SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD * - * CRICKET AS REQUIRED II II SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAIL BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. a: a ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 112" 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 g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ■■ . •` •• •• .•. •' '' ' ' •' • �7 ■'■ ail oil ■■III III■■ Milli IIII� ■■III IN IIIIEI!!I IIII1111M ■■III Ili■■ Milli Il�I� ■■III Ill■■ �Illl IIII� NOTES: 0 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. • ••• moNEENEEMENE, \111""', FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR — GARAGE DOOR ROLLER CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 SIR" 8" _ ❑ ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ DOOR OPENING ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1ST COURSE 2ND COURSE V 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4, 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 30LID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK )OOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvn i nn�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKrK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 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 w () \--(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d \ �I NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD - 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS -UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. ` V /8"x10" "J" BOLT @ 24" O.C. MAX. MIN (2) PER BOTTOM PLATE SECTION 2 .. P SIMPSON SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 48., SPLICE STAGGERED • . MAN. OAST,.. \• . ' � �10d @ 8" 0/C ATTACH ALL -j EXTERIOR STUDS W/ 4) 16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL (*'M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON n C P.T. ATE oimrovry ar4 SP2 SIMPSON SIMPSON SP1 SIMPSON-11 SP4 10� ST J M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 d d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 iq NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 CT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR, PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 30LTS @ 24" O.C. kX 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT rOXIED A.T.R. t&NUT OXIED A.T.R. I&NUT [01 ROOF TRUSS ABOVE 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0' O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 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--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM a a 2X8 P.T. BOTTOM PLATE uuI it I 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. N N O N co CD co to r • o AR: 158 Z w p := w CC z Q SIN O LO '0 W L ,>- o u 0M_ 6 N _>1 •� V -0-0- 1 M •= L O Oo 2 o _ w a� a •N ^` w a � * V �C:W 70 L p E� P W C7 Ou (j w0i- LU O w�~ Q Q 2_j WQz0f zw LL0T_�_�O�W U_00J !Y U Q Q ~ ~ Cn x -zreOz 0❑�Q� 00'`pR00m0z a �wawv5wwwu5WWz= � �Oz 0 Q~Wp Q. ILL FYa-co_mwaa2O < 00it 0 Z) 0Qz ,-a 0 �¢LL O CN Z L1J oI­_ U) Z) ti 0 c� F o Q (1)cM � U) ti z W co a 00 z C) Z W Wo �o N CV O N r r- N r 0 O CD 00 O CV O N O 04 r- CV — cV O O CV O CV O CV O N O CV O N O CV N O Lo o0 Oi A r O CIO � IO O c r 0 r 0 r O 0 C5 - 0 cD 0 Cn N Lo > C) C) CV C) M 0 It 0 L01 0 CD 0 I- �- I 00 Z Z !20wU) O V Q 0 �i V1 OWH- Q ZW - Q Tr. 0 Z O j J N v Z /y� w } Of 2 2 Z W M Z Z U- pp w N O_1�z O Q U U) III Z z ' Z Z O U -se U J O O a W � Q Z Z z w J W N N CD LAST PLOT DATE O >O . . Aug. 8, 22 O STRUCTURAL — J DETAILS SIMPSON HGAMV 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 - [RSHj - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS IF >9" SEE 1O/S6 45" ± 2x4 CROSS BRACE ` APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS • SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 10dX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T' ON TOP OF PANEL BLOCKING, WEEP SCREED FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1)i WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION WOOD TRUSSES 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 BLOCKING @ 24" O/C w/(2)16d TOENAILS @ EA. END MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARI G LOCATION p SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 ADDITIONAL INFORMATION. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w! (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING _LI SCHEDULE FOR SHEATHING DETAIL -�\ 45"± z SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d (2)10d TOE NAILS @ EA. FROM LEDGER TO END BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD -0 EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T' ON TOP OF PANEL WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Od 3" 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING %v cV AND FASTENERS. (MIN. FIRST 4 BAYS) (V M " SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS 1/S co co 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT 1 1 2^ 1 1 2" EACH JOINT w/ (3) 10d & (2) 10d TOE 40� 1:� NAILS @ EA. END 40� 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 )F STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF TRUSSES FROM EA. DOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED DF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ?) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL )F THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION -OMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 3.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT .,". w— wiv, 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S'S 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. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES X @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T' ON TOP OF PANEL) 4 BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ :.. 1Odx3" @ 4" O/C (2)12d TOENAILS =: SECTION r SCALE: N.T.S. 15 MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2)16d MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO J TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w! (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) L] z w BRACING w/ (3)1 Od x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) .viv i . u�nnuv� - 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) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING-,-_,2x4 "T" BLOCKING @ 48" O.C.16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 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" "L" BRACE 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. 10iii�l�l S� a NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACINC 2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION OCT 2 8 2022 Virtual Review Assist, Inca Plans Review completed and ap ved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 O_ E� 5� f� N 5-1 �. J [7 CD N <$" co •*_ I U') o 00 y "r4{ z 0 0 w 0 z Q ^Ul O LO - i W L a 0 0M� 4i A � a N V -0-0- =� A� Y/ � O 2 o _ o � � 0 � 8 Do •N C O ^ < w QN 00 V o a �y W w w~Q lxg-j W�yzw z O -, <0 < 0 0 O O L L Q U Q F- Q X <6 zW, 120 0 pu)0g0z0W00mZZ J �aQ 0 Cif fA Z -jOdZYOZZLLOW� ¢�WO���-21116 ¢ LL oQ o o<< Q 0 �Q� i 0 Z LU 0� O 0 M M Q LO CL ULL ) z U Z� W wo J o J N N O N N O O Oo LOCDCO 00 N O O �- 0 CN O 0 N 0 N 0 N o N 0 N N 0 N CA N 00 O L6 01 O CM — CN O CI) CIO CD "T 0 0 O 0� T— r- 0 CO 0 o NN LO > CD N O M CD It to O (O O fl_ � Cr Z Z O O♦-' W 0WU) 0 O Vora - j— 0 LO .Q zT-Q wm=0Z �z (/ Z > J N �.. ZM2Ix M zzLL pp w c1 O-j 2 Z �• 0 UU)Zz z 1QO " e Z U U 1 00 W o: Q z z z -i W N " O LAST PLOT DATE 0 Aug. 8, 22 z O STRUCTURAL J DETAILS INSULATION BAFFLE INSULATION PER-- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020}RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING J J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w w 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od F LL 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 TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 rB_� R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. Iuji FLOOR SYSTEM ETAL SEAT 0 n I / roR FELT III FI, PAPER FOR MOISTURE BARRIER e:a 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL I WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY N ..A Ch I—�I�1—,1—II I I I I ° A. .° ee 6x6 W1.4xW1.4 a ° WWF OR FIBERMESH — STD. 90 HOOK (SEE DETAIL) —8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M W 4"x4" INSPECTION PORT AT ILL w EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE 00 I I r —STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR —" -- (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION ,1 SCALE:3/4"=1'-0° S6 0 00 SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8)1Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD e /2nd FLOOR WALL------ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL 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 FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL 1 ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. SG 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION 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 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6- SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE a ' SEE SHEATHING SPECS ON FLOOR -1/2"GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a A(�_ ae a ° . 1162 °..IA: • • . ° •I1I 1I— III, " I I1 I I—iI II��I I C #5 CONT. ON 3" III —III —III III IIII 8" 1'-8" 8" CHAIR W/ 3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. w w x h C, co 15132" OSB All EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D p SECTION X-X IF NOT FULL Q HEIGHT SHEET C z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w x SOLID 2x N C BLOCKING @ ALL 0 C SHEATHING 0 EDGES (SEE OPENING SECTION X-X U ILF11 C x RE w x E2BEYOND. F 2x STUDS w SEE PLAN Cn I 1.1-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I rl r1/AT1f%k1 n1AnnA1A "S" = NAIL SPACING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�� SF� / o� N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM x" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". in z 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 LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM( O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. @ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. p w/ 8d COMMON NAIL OwLL IW- O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER y ¢ r O W w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. a ¢r0Om U) OF N 00 LL ¢ © (2) 8d NAILS @ 3- O.C. TO EACH TRUSS END OR @ VERTICAL N w O O ~ MEMBER IF GABLE END `✓X'L NOTE: rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". /— 2-ROWS 12d NAILS / STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2" STUDS TYP. P.T. BOT. PLATE �[ Op Nr�R�OR�z 1411, �RFOMR TRUSS / i S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED - CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 F WWF OR FIBERMESH •� d A CV.a -III—III—III—I I A A ° Cl) -III—III—III II e IIIIIIIIIIIIIIIII � e: . I III=1 I I=1 (3) # 5 REBAR ON 3" CHAIR 4^ W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END T 4' (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) (2) (3) 1 (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) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE OP @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. �0 O _T OCT 2 6 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 0 Uc N co LO Oy4co 1� r • AR00 580 w rsEO W Ix 0 z Q V) W (D L0 L c "00 U pcM1_'! - NMI vo) U ° w M C:_` = O o 2 g o LL S a a C "N LUO ^ C: Q E V ^ a a W W(� o w LU Lumoo l-Q i_j It Z �-� <zo3zo°Qo 1YILUU zUQr Q �gxmzoZ000z aUJI ( � (� Z �aozou- a�Ha20QQ5O uaOOwyzzpW OI o 0 o¢z� U_Q o �aU_ O Z LU 0 �.. co O 0 H U M LO 2U)L� LID I— C'7 00 z0< Z W w0 J O N N O N 1 ti N 1 0 O Oo (O v-- 00 T-- 0 N 0 N 0 N N N C)C) C) N C) N C) N C) N C) N C)CV N M O N 40 O V7 00 O A e� , N O M w C)0 C 0 O 0 O � O � rl'.' 0 (O 0 N�/� J E2 > O O O MIct O O L0 O C:)U1 I T_ N I (O 1­ Cr CO �^ VJ z z O O-�' wUr> wwcn O 0 �O�a OW ^ i.i '^ VJ Z HQ Q Q in0 Q/x I.- z N D z > J > 00 W2Z af 0 M a. z z � 00 w N O�Rz C) 0- z Sao Z U � OU o M� W � Q z S6J z z W N N 0 0 0 LAST PLOT DATE Aug. 8, 22 Z O STRUCTURAL -! DETAILS -MONO 1x4 1/2"DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 lic UM VVHLL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1x4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING` 3/16"0 X 3" LONG j TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL @ 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH n 1x4 P.T. & 1x8 P.T. 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1 x4 P.T. DOOR JAMB REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.rx4" DRYWALL DOOR JAMB (REFERJ2" ACH END W/ MIN. TO PRODUCT TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"APPROVAL FOR CO (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACHFURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/P.T. AS 'Pr MIN. 2" EDGE DIST. (2) ROWS 10dx3" x if STAGGERED @ 12" O.C. 1_1 /d" nPTA II 2x DETAIL 21/4 DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS rC SCALE: N.T.S. SS 1/4" MAX 2'-0" iSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR—' x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B e/4" MAX EMBEDMENT INTO ) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK _ 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END — PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW 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 PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 +5A �_ I NOTCH WEB AT FIRST 2 COURSI L� ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 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 118". 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 HEACS 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 11. 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. 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 a@ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. G _ D .47 * .. D. . �- o I�I�Ik GRADECN I- e z � Nt. •D (2) #5 REBAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN 1R YP.) THE :S I IAIA/%/%CF"1TADI C IAICTAI 1 -rl^Kl FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEC ARCH PLAN AND PRE ENC TRI11,. C1E51t;N SEE NUT- 1 BELC:V: 2x SUB FASCIA ALUM DRIP EDGE BF.-G Vd.ALL TYPE ALUM FASCIA PER PLAN 1-314 TEAM PAINTED ."y SS NAIL W 5116" HEAD F 'HA"JNF_ FAS-ENED PER I DIA (0)24" O C iNOTF a' RFI (-'VI I I I CONT VENTED OR SOLID SOFFIT CC %-, 2x4 NAILED TO L tx BLOCKING NAILED TO TOP _,_tZC,KING x,' 2-12J NAIL; ('; C'H:DRD EVERY OTHER TRUSS M 2-12d NAILS, TYP. (3 C - it i!_DE� TO VERIFY -PR +VIDE 5 ',FTIT MATERIAL SPAN CAPACITIES BASED ON 1 HE DESIGN PRESSi;RES' SPEC,FIE ) FCH CC. MPONENTS AND CLADDING LISTED IN THE DESI(N CRITERIA ON SHEET SN FORS FAIT A TACHiMENT AT 14VALL (PER ALPHA PLUM INt FL# 16544 R FL i PRODI ,_'T APPRCVAL) F CHANNEL FASTENED TO: C-ML) wi T NAIL .097" DIA @ 24" O.C.*, !W8" MIN. EMBEDMENT WOOD w. i'3i 16 GA 313 "x1 J" CRn%1yN STAPLES r@ 24" MAX. O.C. IN DIAMOND PATTERN —� SLAB FA GIA Our I G GA 3 4' x 1)4"" ::RC]7w'WN STAPLc CD EACH (.;ROOVE ---- STRUCTURAL SOFFIT F0 SCALE: 3 4` - " 0" I'"' FOR ALUWNUP.1 SOFFITS WITH SPANS REV. U9.23 2C21 > 1'-4", INSTALL N11D SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. A, (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + �FNCT/Y PLYWOOD SHEATHING + + / BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. R PRECAST LINTEL / SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION LL SCALE: 3/4" = V-0" kSS 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 P 3" MIN. EDGE DISTANCE RETROFIT FOR MI. MSTAM STRAP SCALF- 3/4 CCC RI-ICCT Ill AKIM 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED / —2x BAND JOIST W/ FACE NAIL 1Od @ 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)1/4xl 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 1st4 COURSES SOLID W/GROUT e FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ;a- OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2* NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-01I 5'-01I VRM #5 BAR °p. ' 1'0" ° p CENTERED W/ g 6 o e A, 99H IN TOP o KNOCKOUT/ Et CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL DIRT z STANDARD o 0 99 HOOK c� #5 BAR IN FILLED CELL .a Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 1'-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. nrT 7 R Z0V. \/R/\ Virtual Review Assist, Inc. Plans Review completed and appranu for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N 00 00 J DC�� ', e — ' • LO 00 ' ' 4 to � t>,>. n r Q z Q w D_ 0 z Q > C-4 W L U 0 M - y 00 N M } N V A, L i W O 2 o O IiS c Q U a _ "N w ^, V Q W 00 9) s` F2 Ix _0 V, LU w 0 W DLj f/j w0� W0 Z ~ Q W J �Y Z of JO Q U Q:M J�O�d'�LLUOL �aR ZLL LLL z 20�I_Q~ c�W��ozoW°—�mzjcai Cy O Q � Z Jan- OwYOZZI� 0 W UO0(L �Wo2V�Q a0W ��� OW o �QZ�Q �Q 0 ,-aLL O Z 04 O1.- C) O wC J LO U) ti z H C M 00Z >- < V Z W �C:) O d' N N O N I` N I O O CIo co M — CD N 0 N 0 N N N O O N O CV O N CD N N O N O N M Ob L6 CO O M � N O CO w O c O o O O r— 0 CO C3 Cn NLo �1 J a) i O o N 0 C'M 00 1�t LO 00 Cfl 1-- LO r- Cr CO Z Z O O w wwv_) U �'- O —�Q F_ o a. LO 0 x W LLI I'- Z F- � W :D Q =F- Q 002 Oz (Dz�_j N M�-�Zof 0�}002 ILZZLL 00 W N 0:5}z o U)Zz Q Z M:a0 Z U a OU O W Q Z L4 w W ' ^ 04 04 0 V / O LAST PLOT DATE O Aug. 8, 22 Z O STRUCTURAL — J DETAILS—RETRO FIT FV, SCALE: ;' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED D FTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS E x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW _ SCALE: ' = V-0" MALL SYP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = V-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED —4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL - —2x12 SYP BEARS IN WALL BU LLNOSE DETAIL SCALE: 1" = V-0" SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = V-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER OR DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE:' = 1'-0" -3/4 PLY\A ON DECk --2x8 SYF AND N/ FRAMI IS 2x4 DRAF STOP 2x4 BLOCK C 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/T" X 2 a' TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 GA TOP OF STRINGER G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER I SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/a' X 2 t" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 J4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" CONN. TO BOTT OF NEWEL POST PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. POST LET INTO _OCK DE :ING ?X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING J 1 /Ai K UUIVO I KUU I IUIN Ur- I /A1 L0 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT _TO )ISTS) u PSON 10d x' ECTION VIEW "H" SCALE: 1" = 1'-0" OCT 2 8' 2022 VR/\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N co 00 NO to 00 to ' s � Al W Uj W Q ^N` N L0 '0 \W L q M CO N /`' N w N V �_ � u p W o 0 LL o O Q t �d.o � U Lu a c ^N, W L C) E � a _0 L uj W pHQ JafYJ zW W wm g lx Z aaV < dxZ0�1rVO-0 Q-LLL Q�Z Cw>OZOWnLLn WMU)WP2Ofap9J �<ROOc0zI,_ O OO Zp�-COzWO�QO0W(1) <Q O OQ o �QZ� O= Q LL O Z W OI­_ >�o D�CD CMI` z J LO U) U) LL 1` L(� of a- M �a-2 Z U zC) W W C) O mi CD N N O N ti N i r O C) 06 11 / CO —— 00 0 N 0 (N C) N N N C)C) C) N C) N C) N C) (y C) N C)N CV M O LO C>D C)� cM N O M w C)C) 4 O C) C).- O C) 0 CO 0 CVLo W >�NM�L000r- O O O O O O O LO NT Cr CO�^ VJ Z Z —ZO O}' w01:- W W U) 0 V��a O a. O W F- Q Z� H � r� �co0Z F- = rr=n V Z O J N Z Z M �ZZU_ 2 IY 00 w N O��z �O UU)ZU) Z 0 .. Z U U J a O 0 m Q z Z z w J WST N N 0 Q LAST PLOT DATE Aug. 8, 22 Z 0 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 • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 FIG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED 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 BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 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 VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 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: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads 4C~P-4~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE8F8-0B LENGTH 8U8 8F12.OB 8f16.OB 8F20-0B 8F24-0B 8F28-0B 8F32-0B 8F8-1B I 8F12-1B 8F16-1B 8RO-1B R+IB 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 1 2110 2931 3753 4576 5400 6224 2189 1 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 1 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 1 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 3 8825 14 7'-6 (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 M67 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 12564 3486 1 2818 3302 752 1 1245 1843 12564 3486 4705 37 6390 4 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 1 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0 (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 :P2 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 151-4" (18411) PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R.NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R NR NR NR NR NR NR NR129 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 4AW-4m 'f SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB 10-0B 8RF14-OB 8RF18-M -0B RF26.OB FFJM 8RF6.1B 8RFID-1B BRF14-1B 8RF18-IB 8RF22-18 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 174989 3355 3280 4349 5421 6493 7567 11 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 T-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34) 791119 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 1 3120 5048 7915 9479 10893 32 7-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 15623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 1 3146 526 999 1568 2253 3129 4150 589147 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Cs�Rrn ''"� ■ 4 SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REIN CMU 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (S4") 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'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. :9:1 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^W-4,� '-^' � � SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REINF 4'-4" (52") PRECAST 758 757 1365 4'-6" (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 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4A1T-4~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F121T 8f161T 8F201T 8F241T 8F281T 8F321T 8F8-2T 8F12-2T 8F16.2T 8F20-2T 8F24-2T BF28-2T BF32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 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 3966 4853 15740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 1 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 12290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 1 2959 3498 14038 835 1340 1880 2419 2959 3498 4038 7'-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 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 (151 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-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 115115 1366 15 1582 15 470 543 928 1349 1649 1948 12247 13'-4" (160") PRECAST 418(15 373 606 14 783 (141 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 16% 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 (131 626 13 761 (131 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 631 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 1 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 (11 654 1 142 230 369 531 713 903 (131 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461$(10-5145137 221 354 508 6824'-0" (288") PRESTRESSED 124 175 267 10 341 10 416124 200 316 450 600 (#) 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 CAZT-`Iir7r SAFE LOAD - POUNDS PER LINEAR FOOT -TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-IT 8RF22-IT 8RF26.1T BRF30-IT 8RF6-2T 8RF10 2T 8RF14-2T 8RF18 2T RF22 2T 6 2T 2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1 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 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 9952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE N1IMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 OG U N IT '2382 - 1 ST FLOOR PLAN 1/411 /4" = 1 '-0" OCY 2 8 2072 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 D b o O 0 o 8F16-1B/1T 8RF14-1B/0T e . 4 > D � e e d > D � e % • 8" PRECAST LINTEL W/ (1 #5 HOR CONT BAR & (2) COURSE OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR O o BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D CLEAR C.M.U. G J = � LU w z w #5 REBAR AT o '0 z e ° BOTTOM MIN. (1) a LL 0 � REA D p °C tO 16 GAUGE POWERS ¢ooPw'^ H 5 a 3:" ° STEEL BOXED `n r" T 2 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 MANUFACTURERS 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. a � Z = 10 0 0 -#5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR a zC.M.U. Uj 00 GROUT LM 1-1 #5 REBAR AT BOTTOM 4 rA OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED FQUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH) NOMINAL HEIGHT QUANTITY OF #5 REBAR AT TOP N N O 04 f Hof_-PLO00 J DO �9 0 L0 ' 05 d f Ka. Cz , W �W/ 1.6 Z Q ^N` N L ^ E o � L C61, _W 'L M M "o'i .�. nV-0-6-2M � c V/ 0 Il_ O N Q :E O- �t� �� V w 00 E 7N LM CO V CL W N Wit w M� W O Q -JW WLUpJ OOW Of- p�QXa�zLLLL NOZO wr� �z ui-ir Z=OO U(QLQZ WWWWPWLW<0¢J J zz�wU1Q0 W LL Q 0 W H H 0W o = M W p Q Q oQz o maw O O Z W 0E- >�a 0 `cM 0 Q l!) z W Ln M 00 < 0 z� WWJC) O N N O N ti (V O O LO (0 •- oO t- 0 N 0 N 0 N N N O CD N O N O N CD N O N O N O N M (V W O to W O A N O M w O0 d 0 M 0 O O- r- O (O O N Lo ; 0 0 0 o -t O(0 O N M I V7 (01 ti 00 ♦^ VJ Z Z W O j W w U)10} U > }+ 0 V_oo 1-- a o a O W� a Q Z w �- w �- =m 1- = Z N `n v Z Z uu --i M w W >-2ZW } W m M �ZZLL W N Og2Z 0 m Ua-ZCO Z QO . Z U g Ov 0 W � z Q Z w W O Q LAST PLOT DATE Aug. 8, 22 Z 0 STRUCTURAL J DETAILS B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFTUPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L II)#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 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 64" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 101-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 1 525 525 337 525 14'-0" 17-8" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 14' 8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand +2 N.R. 522 522 360 499 No. 4 15'4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No.4 17'4• 16-9' PRESTRESSED (2)No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No. 20'-0" 18' 8" PRESTRESSED 121 No. 3 (2) 7/16 strand + 256 256 188 262 2 No. S N.R. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 219 219 165 229 No. N.R. 22'-0 20'-8" PRESTRESSED (2) No.3 (2) 7/16strand+EN.R.. 203 203 155 215 (2) 7/1 strrand + 27-8" PRESTRESSED (2) No. 3 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D' TYPE DESIGNATION P- PLAIN LINTEU (' QUANTITY OF #5 BAR AT S - SOLD LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH ] L QUANTITY OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (I)#5U (0)#5L (1)#5U (1)#5L (II#5U (1)#5L (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAII'K' 2'-10" 1.41 PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-7' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'4' T-7' PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'4' 3'4' 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'-7' 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 10'4" 9'-2'• PRECAST (2) D4.5 WIRE (21 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No. 3 2 No.5 1568 1568 1222 1568 17-0" 101-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1375 1439 12'-6" 11'-7' PRECAST (2) No. 3 2 No.5 1354 1354 981 1354 13'-4" 17-T PRECAST (2) No. 3 2 No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-C PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED 2 No. 3 ( ) (2) 7116 strand + 1291 1291 775 1270 2 No.4 17'-4" 16'-0' PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 2 No. 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No.S 20'-0 18' 8" PRESTRESSED 2 () No. 3 (2) 7116 strand + 961 961 446 872 2 No. 5 21'-4" 20'-0" PRESTRESSED 2 3 (1 No. (2) 7116 strand +2 834 834 390 763 No. 22'-0 20'-8" PRESTRESSED 2 () No. 3 (2) 7116 strand +2 720 720 366 716 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 DETAIL"H" DETAIL"I" DETAIL"K" TYPE DESIGNATION P-PLAIN LINTEL/ rQUANTRYOF#SEAR AT 5-SOLID LINTEL -1 I LOW ER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL W IDTHJ 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) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID ##5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG' 31-8" 2'-W' 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 N-C' 7-8" 74' PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-7' 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3-0" 7-8" 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" N-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 5'4" 5a' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7' 8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9' 8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 %3 .. DETAIL "DE" Z:: DETAIL"DF" •4• DETAIL"DG" TYPE DESIGNATION P- PLAIN LINTEU QUANTITY OF #5 BAR AT S-SOLD LINTEL LOWER LINTEL CAVITY [8x16-P-1 L/1 Ul NOMINAL WIDTH j L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U(1)#5L (0)#SL (1)#5U (1)#SL (1)#5U (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 7-8" 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 5-1Or' 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 614" 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" 6'4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 64" 7'-U' PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 8'-W PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6, 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'-4" 108-0" PREC %ST (2) No. 3 2 No. 5 1074 1074 854 1 121 12'-U' 101-T PRECAST (2) No. 3 2 No. 5 992 992 751 1035 1214" I V-2" PRECAST ' (2) No. 3 2 No. 5 937 1 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 17-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 2 No.4 154' 14'4Y' PRESTRESSED (2) No.3 (2) 7/16strand + 1095 1095 551 887 2 No. 17'-4" 16' 0 PRESTRESSED 2 No. 3 () (2) 7116 strand + 836 836 426 763 2 No. 4 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 655 655 340 645 2 No. 20' 0 18' 8" PRESTRESSED 2 No. 3 () (2) 7116 strand + 607 607 317 601 2 No. 5 21'4" 20'-0• PRESTRESSED 121 No.3 (2) 7/16 strand + 524 524 277 526 2 No.S 22' 0 20' 8" PRESTRESSED 12 1 No. 3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7116 strand + 24.-9. 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P- PLAIN UNTEU QUANTITY OF #5 BAR AT S-SOLDUNTEL -1 FLOWER LINTEL CAVITY [8x16-P11-1L/1U] NOMINAL WDTHrILQUAMRY OF 11 BAR NOMINAL HEIGHT I UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L I1)#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) 74.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 64" 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 1 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 814" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 1 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 101-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-6" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'4' 11'-7' PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'4' PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 17-8" PRECAST (2) No. 3 2 No. 5 1490 1 1490 992 1490 14'4' 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 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 + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.5 20' 0 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No.S 21'4' 20'-0 PRESTRESSED (2) No.3 (2) 7116 strand +2 877 877 501 966 No.S 22.-a. 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No. (2) 7116 strand +(2) 24'-U' 22' 8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 .•'�i 1 `•air;! `'�i 1 3. DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT S -SOUD LINTEL -i rLOWER LINTEL CAVITY [8x1 L/1IUJ I6-P-1 NOMINALWIDTH+I `QUANTRYO1115BARAT NOMINAL HEIGHT J UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" 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 1 L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 7-8" 74, PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-7' 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4' 8" 3'-4" 3-Y' PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'-4" 4'-U' PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 5'-4" 5-al PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 T 8" 64' 6-0' PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9' 8 8'-4" g-a. PRECAST 1 (2) D4.5 WIRE (2) No. 4 F1517 1563 1113 1455 01. DETAIL "DH" DETAIL "DY' DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEU r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTELCAVITY [8x1I6-P-1 L/1IU] NOMINALWDTH J `--' QUANTITY OF 11 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN alt 7/32•' STIRRUPS AT 4'4'cc 50 00(TIED OR WELDED) Ln BOTTOM BARS iv SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4•' 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 4 2 LOAD TABLES B CALCULATING MAXIMUM RESSISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (I)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (I)#SU DETAIL'O' DETAIL'P' DETAILTAIL'O' &'P' DETAIL'Q' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'4" 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54" N-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5-10" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5'-7' PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6-7' PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 V-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 814" 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 I1'4' 101-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-81• PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 134' 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No. 154' 14'-0" PRESTRESSED (2) No. 3 12) 7116 strand + 2199 2199 1219 1846 2 No. 17'-4" 16-0" PRESTRESSED (2) No.3 12) 7/16 strand +2 1698 1698 944 1546 No. 19'-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7116 strand + 1348 1348 753 1330 2 No.S 20'-0" 18' 8" PRESTRESSED (2) No.3 12) 7116 strand +2 1254 1254 702 1271 No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No. 22'-0" 20' 8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1023 1023 576 1121 No. 5 (2) 7116 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No.5 898 898 481 947 rim TYPE DESIGNATION •,�a� ' i• �.g;e� '.atc7 P-PLAIN LINTEU rQUANTITY OF#5 BAR AT i i• S-SOLDLINTEL 1 LOWER LINTEL CAVITY [8x16-P-1 L/1 U] !•' f•r r•, NOMINAL WIDTHr `� QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY J UCIAIL 1J UtIAIL - -I- UtIHIL--ll-- GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID *5(1)U(0)L # 1 U 1 L SOLID #5(2)U(1)L DETAIL'DL' DETAIL 'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 24' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-U' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10D00 4'-7 2-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 1D000 7552 1ODD0 4'-4" 3-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3-9' PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 51-8" 4-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 6'-4" 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 91-8" 6-4" 81-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 31-8" 74' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1 1753 1753 N-O" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1 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" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 1 669 669 462 537 9-7 7779-78'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 �4 L., DETAIL"DA" DETAIL"DB" DETAIL"DC" DETAIL"DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (11 U 1 L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 74" 7-9' PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 1OD00 10000 4'-7' 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'-V 31-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 50" 10000 7066 10000 51-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 54' 5-0' PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7'-8" 64' 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 `•a`� TYPE DESIGNATION i1 ..iw i1 Agri rorAWIF [8x16-P-IL/IU] ::;�! a DETAIL "DL" DETAIL "DM" DETAIL "DN'. DETAIL "DO" DETAIL "DP" DETAIL "DO" TYPE DESIGNATION [8x16-P-IL/IU] ] L %= maw TYPE DESIGNATION P- PLAIN LINTEU -I QUANTITY OF #5 BAR AT S-SOLD LINTEL I r LOWER LIMEL CAVITY [8x16-P-1 L/1 U] NOMINAL W DTH j L QUANTITY Of #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY Plans for COMPI by Uebra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 81x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'4" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7' 8" Precast 392 1100 8'-0" Precast 363 1037 8'4" Precast 318 981 Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15-4" 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 04 04 O N (10 f` F Ft 00 00 i W t7z;- w 0 Z /N� > LO o 0 _W L •c -0 o U M F:! 7 OR C21 0 co W j Oo u So Tti1 °� p Li o 0 Q V_� U o a) a •N V LU CL� W L C) � � LLI CO W 0 F- yj F ~ 11J J Q' � ~ Z fY ('J W Q Q�CY � J O���LLUoo amw 0ZOw00mZ?¢U J0 a O Q O Z �Oa�zW�zZLLFni OwOU" -'¢�OW Wzo � Da LL" ¢0W �l-F_ziYZ o o¢¢LL a ¢ oQ 0 O O Z w O� z cM O Q w M � LL qq G z < w < L9 00ZUFF-- W w �C) O N N O N 1 N 1 O O 00 CO 00 O N O N O N •" N T' N C)O C) N O N C) N O N O N C)N N /1/1 N 00 CD L6 e 00 O A � 1 N O M w O C 4 0 11 0 O 0 O � O � 11 0 A 0 CVU. ; C)0 0 0 1-t O O C)LL) r- N CO u) C0 f-- C 00 U) Z Z o C)w0�' �wU) '�-� V Q - O 0 6- LOii � /) � V W F Q Z =MOZ V Z 5 W N s 2 Z M a.ZZ w 00 w (mil O :51 z �• UDZ� Z �QO Z U OU o g z Z w 04N W Q LAST PLOT DATE Aug. 8, 22 O STRUCTURAL _I DETAILS B Mounting Wrack is i t) Gaurg .. 4-1'2'A4-1 `2'x 2-12` c d tt Back Cross Support May be cut to Ill Ste Aill Schedule Right Btacket t 6 Wage) Bolts 1 f2' Die A325 Gan. 4 # 14 Sellf-t-kNknp S(sd:vws � as�sar • A/C Unit BLnturn Ed4t • HufficarteStrap Tyric'A1- 3 infr.-jnt) th'a<hers Front Cross Support Sitilf-Lockinc_ Nuts (May be cut to Ir1r') Left Bracket (166au ) # 14 wit-i]r illny 5crevvs lilru 8racktl3 8 Bar_kOois Support Into A/C Lin Bd7 Orn Si Typical: 3 tacit side for hurricane use) \c[V i. u:-!.i Lt_•po r:±±±ra1s.n =rr (•^rn:r?..d ..::h .�. i, Hu:u _:: ,t.rt 11n.. FngIFseetad Rained %eal Drawing avall4lale upon reyasnt Udeluentllal fec wsu aria11? V cocoa Ltet Vxrolon Alrntrabon 2020 Smart Vent products. 11,11. Category: Structural Components subcategory: Y ors amro. ucad as a He5U3 d Nex Techndogy Compliance Medved: EYeluatiad Report trap: e r looda Registered Architect or a Licensed Florida Professional Engineer gag PrndA1 Modal. NrnbK w Nails I StrertVmt Model#1540-5t0 2 SmenVant Modeta1540-511 9 Smart lit Mode stlu(F52V 4 SmedVent Model Kt'AO-52i 5 SrrtVent Model #I 540_524 rs 6 smarrvent Ili on 5401 7 Sminvent Model 61540.574 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail rrxtr to contact Vaadarad fir Michael Graham Her- No- P E. Locke 801 P E (877r 441-8368 PE-73778 034) aM-1800 "Wirmanvent cam Product Description Dual Furtd,a+ Flood and Ventilation, Vent Duel Funeral Flood and Vem,Matkxi Vent Insdared Anon Vent nstilatetl Flood Vent 16&qud: Grape Door Flood Vent Wood Wall msuared Flared Vat 14 56ouct: Gain ge Door Flood Vent Pepsi eft 1211191021 Did. Dahe Dale Polito a*- Vy(datep mAbmmw LAG Aanrn 9 A,-,,d atatm 1 W 61202D 121161 122a12020 Appr-d Dpemlr As-AMD 020 Amxoved Iw Use j0film Yes Ancroved fa Use Outdde HVHZ Yes [l d R.Asurl WA D sion Pure .10PL1o0 7'21312023 T12d CO23 Yes Yos Nip .100.L100 r2nlorr 3 Yes Y. NA .1064100 1213112023 Yes des N1A .100F700 a2212023 Yes Yes NIA NIA 12fll 23 Yes Yes NIA .100}tOD 121312023 Yes Yes N/A WA Florida Department of Business& Professional Regulation Page 2or4 Building Cues and Standards t2'f"r2 Product Approval Application Detail Code Entity cm 29t Date Daft Pend Ina I= yerston danuftcturer contact validated By SuORM FW Agoroval Apariii Revision 2020 T.w na-Tru Corporatwn Steve Jasperscn Lyndon F. Schmidt, P E. Ryan J Krng P.E. 041 12"31 f1020 0422i2021 D&adf2D21 APproved Category Exh'ror Doors (6012) 843-7628 ICE-43409 (8131 767-6555 Subcategory: SpYng,ng Extertor Doc Assemd4es siaspersonatnennabu co Compliance Method: Evaluation Report from a in Florida Registered ArcJlhact or a Licensed Florida Protes,cnal Engineer FL920469-R5 Products Quality Assurand a Approved for Use ApprpV•d for Use Impact Design a`d&9 Prodrlgl Model. Number w Name Contract Expiration Data dg.t117J7. 9lti Z Si alit Pressure 1 a Therm!! F,ber-Classic and Smiooti Nominal st.N'dg;8 liquot;lmpact8quot Ogaque 121312cc_l No Yes Yee NA Composite Edge Fiberglass Siruge Door (I ns•mrigrOun ing', X configumorr) 2 b. Therma-Tru Fiba-Gtassre and Srinarh-Star Nominal 6&039,8 &quotImpaet&aui Opaque 1213112022 V40 Yes Yes NA Composite Edgs Fiberglass Single Door wHh Sdelaii 0nswng/Outswng, XO, OXa OXO configurations) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&ll39;8 &quottlmpac[&quot Opaque 126172022 No Yes Yes NUA Composite Edge Fiberglass Double Door with Or YAM1hout Sidelites (Ines rrgloutswing. XX or OXXO conhgumbi 4 d. Therms-Tru Fibo-Classic and Snoods -Star Nominal 8&#39,0 8quoflmpattBquW__ Opaque 1213112D22 No Yea Yes NA ConVoaite Eager Fiberglass Single Door (I 'a rigfoum g; X conlisuretca°t) 5 a Therma-Till Fiber-Ctassdc and Smooth -Star Nominal 81141 IlquotimpectSquct_ Opaque 12n1t= No Yes 'Yes NA Composite Edge Fiberglas Single Door with cn.ela.(e) 0,rc..4rrppntnaean0 xn, lox pier nxrl cadgUMIIOPS; 6 1-henna-Tru F,oer Classic and Smooth3tor Nominal 8&#3908quatimpaclAqui Opaque 12r31. 12022 Yes Yes N/A Composite Edge Fiberglass Double Door writ or v nout SidelNes (Intas?rnglOutsverg; XX or OXXO configurations) 7 g. therma'ru -^ oer Classic and Smaool-Star Nominal 6W59a quctlmpact&quot: Glazed 12'31 P1022 141. Yes Yes IVA Composite Edge Fiberglass Single Door (rr�.W.WOu%w.U, X configuration) d h TheMa_71L Fioer-Classic and Smooth -Star Normal 6&#398&quoklmpact&quwt, Glazed 12r3trili No Yes Yes WA Composts Edge Fiberglass Single Dow with Sidelde(s) (ulswtrglOutswtng', XO, OX or OXO oonfigurations) 9 I. Thernla-Tru Fiber -Classic and SnwhS%r Nominal 6&#3988quotImpact&quot Glazed 12111= No Yes Yes WA Cmmxr-ate Fdge. Fiberglass Double Door winch or .thout SAelites (ImomnSfOutirmng; XX or OXXO oordigurato"i 10 j. Thestrit u Fiber Classic end SmoothStar Normal 8&#390 &quoflmpact8quat Glazed 1213112022 No Yes Yes NIA Composite Edge Fiberglass Single Door (InswnglOtrlsveing; X configuration) 11 k Therrna Tru Fiber -Classic and SmoothStar Nominal 8&M3 D 11 quctlmpact&quok Glazed 12f3172022 NO Yes Yes WA, C.o puwhe Edge Fiberglass Single Door wt3 Sidelle(s) (InswtrgtOutswing; XO, OX or OXO contigu rations) 12 I. Therms-Tru Fiber -Classic mid Smooth -Star Normal 8&#39,0 &quatimpactiliqud; Glazed 12131 f102Z No Yes Yes NIA Composite Edge Fiberglass Double Door wth or Wthout Sidelines (ItlsYdngfOutsuAni XX or OXXO corfirdra nos) 13 in Thenna-Tru FioerLlasri c and Smtooti-Star Nominal 8&#39,8 &quotlmpactliquot; Glazed Molded 12(J1r= No Yes Yes WA Open Composite Edge Fiberglass Single Door onswngiCutswig, X configuration) 14 It Therma-Tru Fiber -Classic and Smooth -Star Normal 6&#39;8 &quotlmpact&qui Glazed Molded 12f312022 No Yes Yes NIA Open Composite Edge Fiberglass Single Door with Glazed Molded Open Sideline(s) (lnsmrigiQutswing: XC, OX or OXO configuraons) ti 15 0, Therma-Tru Fiber -Classic and Smooth -Star Nominal 89#39;8 &qudkimpact8quot. Glazed Molded 12131I= No Yes Yes IVA Open Composite Edge Fibergtass Double Door ssah or wdthord Glazed Molded Open Sidelibes (Insiu mglOutswrig, XX or OXXO configurations) 16 p. Therma-Tru Fiber -Clain and Smooth -Star Nominal 6&939,8 &qug1;lmpae1&qui Opaque 121 IM22 No Yes Yss VA Composite Edge Fiberglass Single Dinar with Molded Open Sidelits(s) (InswnglOutsYivlg, XO, OX or OXO configurabtons) 17 q. Therma-Tru Fiber -Classic; and SrrlOdh-Star Nominal till 88quWmpaet&quet Opaque 12131121W No Yes Yes NIA Compoelte Edge Fftergtass Double Door mth or wihout Glazed Molded -^Pen Siddrcis (InswnglOutswng, XX a, OXXO configurations) '�L �Sl3LRe LWA Isa(ilgp abep,fart,uwr Reunion 2020 MI Wrndays add Doors Caergory. Extcdor Doors aubi"egury. 31k1--.V EaIc ?o As Ponies Conpbelce M.N.)& EYaaraoon Report Ian a Flor,de Registered Alchkect o a Lcerrsed Flonca FLM53M.R6 Fraducts Woress-or End- F 1 9ERIE5420 AL UMiNUb1 SGE 2 SERIES 420 AL UMLNLM Si,C 3 01420 AL UM114LM 000 nLINro ricto 4 SERIES 420 AL UllM SGC REINFORCED 5 SERIES 420 ALUMINUM SIX Rc1NFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EnM or r"�,r+ FF R [ passe VaxdaaM Ir sr. Seelig- Lots Roberto Lanus Shoe, M Uridr PE I717)365-3300 PE-62514 (717)317-8454 bisrntp,emwd-cam Page I P72 iF2d21 2 tt Grier Guts Pand Gait yg( d Far Anrvnvol Art -tat d Ardir6 10611'2020 "Nue2020 101 12M 512020 A1'Krci Product Dosnniton SEW ES 424D A. UWNUM SGD OXO Qyaip,elMgangy AooroYad fw Use (p-Ki No Apwarsd for Use Outside NVNZRealolant Yes (Mpagt No giesion Possum WA 12f312-24 146.V4&qud.80&q.ot NON -REINFORCED SERIES 42C ALUMINUM SGD OX, XO. XX 1✓312024 too Yes No NIA 96&qucI00&Wd, NON -REINFORCED OCRICO 420 ALUM114UM G<iCr nc".1010CD OKG 1=1 ,124 tx. Yw NP fur. 14 5-V"qud,:a96aquot. SERIES 420 ALUMINUM SGD REINFORCED OX, Qt312024 eta Ves No WA X0. XX g6&qud:xg6&quoL SERIES 420 ALUMINUM SCE REINFORCED a''.XX 121312024 No Yes Nc WA '43,dudx968qud„ May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures E;;p. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FI 90468 +67.0/-67.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 FL15504.3 +28.0/-30.5 psf 12/31/2038 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 E. OTHER 3. PANEL WALL James Hardie Building Prod- Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192-2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamil 151b Felt Underlayment FL12328 N/A 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp- Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 B. TRUSS PLATES N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf 12/31/2023 __F 7- 1 ::1 1 The products listed below did not demonstrate product approval at plan review- I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE OCT 2 8 2M \/R/\,- Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 Florida Department of Business & Professional Regulation Building Codes and Standards corm<, Product Approval Application Detail €le'11153741a . Soffit _ _. soli or 292 - 291 212 d]tat Moralpn luuaritu Winged FIK Amami 1Approvilddllatua Rer4slon 2020 Curies Cl of AACG, Inc. Tom Rai U L LLC Troy Bishop. P-E. 12,102020 121OV2020 1224=20 Appravad Category: Eslenar Doors e41) 494.2813 4954) 9410880 aubCglvpwy. t4v u Dout eunFvne ila torn.ft".'siurcl y eo Compliance Method: CertlBeation Mode or Listing n� 91.e115374ta Prndrde Assurance Atlons•d for Use Approved for Use pppSQ gtdm j1 Proa,n Model rYnwer or Nam. Product Dawlot on corona F_±mlranon Dale In HVHZ ouraa. NVFa g p� 1 80i, 707. 727, 747. 757. 777. and 547 Single and Pairs of Flush, Glazed, and Louvered single and pairs of 12r3l2025 Yes Yes vas NAA Doors hoar melel doors. Florida Department of Business & Professional Regulation P.m I Pre Building Codes and Standards IIv2021 Product Approval Appllcatiorl Detall ,m, 2" DIU nlaa YjJW a Yrmt+lactur, "ad Eou latuA Lime Yauoa zuk FACAmarwal eaamnd At" l isior 7020 all Aendoes and Doors Brett sung American Anheeddural Steven M. Urch, PE 1 W 7202D 1 U17F.' 2l) 11272020 Approved Carib Win dPes r7171366-3300 U-11 ewrers Assoouien. f717t 317-8454 "Category: Single Hung bsmblngentirri.com Compliance Method: Certecelion Mark or Listing OLMO, Assurance Approved lap Use Amrrho dfort! MIRA" Gtrim Product Model, N Amber w Name PrC(lmbad Eum/retlo Dal In Ewa ,xtswe iIVHZ $tshilant 2 185 Ss' 6202 Ar,X1sn9e Frame rGSG singe. Hung 1010847023 No Yet No .6ef-6o Lamrretao 0%. Florida Department of Business & Professional Regulation Pit a l of 1 Building Codes and Standards 1/J2021 Product Approval Application Detail FL.153514M-- - - - - _ _ - - _ Code eill or �/e Data Dale FMldno Doe Tie" VAR ManUhcerar Caaact Endinaer& License Widened fir Validded ea mttlw w FRC Aonral Admit Ytg Steil R• S.. 202'3 MI VAndaes and Doors erent SinnAmerican ger Archite tuul Stereo M. Unoh. PE IQOW020 Imsa 20 tM1a2020 ."oYid CMepary: W doves (717i 3e5-3300 Manufactures Asscast- t7171317-8454 subcAoilary: Hr,l out.' Snrra bsNmgeraMed.com FLA15351-Ra PrmUms Compl/aiiee Method Carbficum Mark a Listing Syga Prod1x t Model. NumbM w name dietltr Aaetxarlee Product Desarlonn Aooroved for Use Ariornved 10.11SRR 2MMWe for Usa NVNZ WNW R"Staot Dodder ppystilg 1 HS 188 Fln and FNnge Frame 73x62 Insulated Glass 02,16,2024 No Yes No •551-55 Florida Department of Business & Professional Regulation P.R. I of 2 Building Codes and Standards +b 2021 Product Approval Application DetaG 091 ry tlM or 21U Grit C40 pending 2il t IYPt 11ffiL19DMmmkmw contact Engineer a Liguria ayalmted By yj(daril Subaildled FBC AmrovA Anon nerd Eau RevrAon 2020 MI Wlndaxs and Doors Brenl 3Xlirger Arnii Architectural Stereo M L16ch., PE 1122/2070 1122r2020 11262020 ApprWea Caegory: Wend- (717) 385.3300 Marutaelurers As-I.S.017) 317d1454 "Cudepnry; Fixed bzll8n par�mMtl.com Compliance Method: C.,h5casiou Merle or Living $ea a Product Model. Number or Name a,amr Aaw.anra Pkiii Destitution gparyyg for IJ- Androvad role Llaa ImGaGi 2MILM 1 185 PIN 73 x 72 Nsuletel Glass 00=023 No Yes No -607-60 Florida Department of Business & Professional Regulation P,w t err+ Building Codes and Standards lr,0021 Product Approval Application Detail FLAI7ld&34t& ---_ Entire at Grit 4i! Does Pending Gott Lem )Mocha Maw.d-ch-. Gaeitad Fsdoneeilk�aD9A Validated Au Vollidal fiLm#jm EBcjkx dA Aminand Walls Rt ial 202C MI VAndoes and Doors Brent S41ti Luis R Lomas. PE 9tevn M Lxuen, PE 1008m20 W16i IOM92020 127152020 ApproYed Category: Windows (71 T;i 365-3300 PE-62514 1717)317-8454 subcx.grrr: Mullion, bsehnpergmrad.com Competence Method: EYaruatim Report norm a Flalda Registered Arcntecl a a Licensed Florida Professional Engineer Ft #15353-R4 Pto&r•,s Daum, Assrralce Agworedlor Ura fillem eLIi Veer knead Destwi 8-9 Product Model. Numbs w Nand Product Desolollon Contact Exo1ralloi Dale (H}j Outslda Fll Pressure 2 5784 Vadnl Aluminum Mullion 121312024 No Yes Yes WA Florida Department of Business & Professional Regulation Pag, I P+1 Building Codes and Standard 6 mr Product Approval Application Detail FLa131224t8 rgo 1Mm Version Manudadaoc Rai- 2020 James Hardie Building Products Inc CMegery: Panty Walls a„bc.regary: Slicing compliance Mae -& EYeteatron Report from a Florida Regstered A'ohaeCl OF Licensed Foorl Professional Ens'neer FLA131924te Products Sig Product Model- Number or Name 1 Cemplank Lap Siding s HadePlank Lap Sidnp Fulitil tits coop MW Version Mmuketum Revision ZD20 Nelda Category: Panel Wells aacr,s.g..y: eaMus Compliance Method: EAlustion Report eom a Florida Registered loch Qect or a Licensed Florida F1.4115272-a5 nroressl,Tol Engines Prodads Sao p AodModal Numity or Nam 1 a.8qunud!toI Scutt 2 It &stud Aarance T44quot. Soffit 3 c &qua Greenbnar VantageBead.ollu" SMk 4 d &qud D5&qud, SOMI 5 e. &qua Chance Cak&qud. Soffit 6 1. &quo super Span&quaL Son nsrmaa-am cm mm V ..I,, YmldalAaa lihi 2020 GAF Category: Final eubCA"i Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Fonda R.1-amel Engineer (LD701244t2a Produls A l Product MaMI. NurMN W Name 1 GAF Asphal Rod Shingles EnRy or Contact Eadpewa.JYm "Nt P. Chad Dlercks V. Aodmr Ten John Southland P.E OW 545.835a PE-81662 I'-52i367-2526 ehsld iertl,s�em,rsherd a -can 20 Grit DIM flooding 90 Yddow atllaoYlett F9G.1mmtM! A--d ate., 01,05rM21 12714202C 011.08,7021 ring FBC Appr. 01,A(g(,Asuralce Agwuved for use Approved for Use Impact Rtrian Product Description Conrad Exdrdlm Date in HVKz Rouslar t tber-cement lop siding1I,312023 Yes Yes NIA NIA fiber -lament lop siding 1213lrM3 Yes Yes N/A NIA Florida Department of Business & Professional Regulation Pace 2 cf2 Building Codes and Standards 194=21 Product Approval Application Detail r1,11111L4t Rout 292 Date leeidm 20 Contact Endow A Ucarue Valldrund BY YiI4M4d SuQIDOled FBC Amroval Ansto l Statute Nlo Thompson Lyndon F. Schmidt,. P.E. Ryan J. King, P.E. 02/152021 02M SIMI C2222021 04113rA21 Approved (3301522-2392 PE-43409 (8131 767.6555 lie, se,PssP,r�PH, ore.-om Product QescrJQlon Vent or Said Vinyl SoiH duetlty Ararauc• Contract Expiration DAW IM12023 Aporovod to Use in HVHZ No Amorpved lot Use Outside HVHZ Vas know Rtedstart No 1Dealer Pressure WA Vent or Solid Virryl Sotto 12fJ12023 No Yes No NIA Vann fir Sold Vinyl Soffit t _ l'?023 N. Yes No NIA Vent or Sold Vlrryl Soffit 1 W312023 No Yes No NIA Vent or Sold Nrryl SoNI 12131r2023 No Yes No WA Vent a Shcd Vinyl SofM 12t312025 No Yes tic WA Florida Department of Business & Professional Regulation P,ge r x2 Building Codes and Standards 1412021 Product Approval Application Detail SgalxB Licarear Michael Skeh Robes Niemuren (800)766-3411 PE-59166 Product Descdotlon Fiberglass le!ntaced 3411b, Ialnnaiod, 5-u o and hlpAidge asphalt shingles 0111 Gott Galt Poncho Gilt YMIlac Yriltlattd2ibmatd F&C/ppmxet Anorntead &am John W. Knuawch. PE 091 09,12112020 MIC212020 12/15/2020 ADaaYed t954) 772.6224 Quaaa Assurance Aooeaved for Use Approved for Use Impact merlon dDdllRS QUIdside FIVKZ Retain Pressure 121162r= No Yes NIA N7A -6--0 CD ._ U (D O Q O ♦V ca ca c: O = O U_ N ix �CU - Cn Q Z Z W J U) a) Z Cn Cn CV O 0_ 0 � }If O W C0 U m O LCU ct.i.1 C �A' W Z Z Q J SHEET NO. PA 1.0 a --a N N cn CU �. U O - L N O _�_ � ^ 1..` �A W U i--e U) Ca CU ^^\\ O O W o l.t_ O M O .� o W ^ f�n v / OICU L O CDL U � O � w z z J d SHEET NO. PA 101 Florida Department of Business & Professional Regulation Pape, b, Florida Departrrterd of Business &Professional Regulation nay, 'r+ Florida Department of Business 8 Professional Regulation Florida Depart ment Of Business 8 Professional Regulation P.gr, a, Building Codes and Standards ,WX'A21 Building Codas and Standards 1^-�=" Building Codes and Standards +vterm2+ Building Codes and Standards 1n,x2t Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail � _ f�,IKY « �• �s Date Pandno a � fuHsals.Ra � �el,IliiL.g P?t4 Dort e PMrrerm .�Pi.! rr.c,aa7e.na a ., tJ rtl m �_ Data We Dale PM,drM �e � fLW IBa.R7 Cods - - u e e Pandr,o Entity � � putt �! lima IBr�Ytlm Irad,dadaarat Gnelart Vallda,d l#r Yallr6Yad ffiIhmlaad F n/' fonmsa, 1ae4a]Md a�lffilt4 �$ Y!� t neat a Uep1sP alldated ev 6ial Y vat, 9aeee $IrmttLsa P nrawal "�i 'n 81} �'8@ Y Manufacturer �.9a�fii Eefo! naer 6 License Valida,ed Br FBC Aaomvd ,E �I��qQ ;Q �IlrL 17rAP Y�40 NanuheWrr Cgj1{� EnaMera Lltame VaNdalad ar !Q FaC AooroyN APATaieed .ems ReuiNon 2020 TAMICO araNArN Prodlc4s LLC Kam Eden Robert H;erMnen John W KnaseVldh, PE tOrD4f1020 09t6tN2i 2f1 10f122020 1271572020 .Aocrawd Res+ston 20N1 L V lAompwn. ine. d@n TMmpsolr ArundecturN Tony l:hrittmen Zi a+ary R. Priest Seven NI. Urvc'R, PE 09,171020 09l182020 O9fi`2J2620 12l1 S'25?'. Ac-prorcd Revisim 2C12D Global F7dscaon R�c1s-. LuC Tlm Rabin son Vdader A TiPi ,r. P E John Vd. Knrzcv,ct,, PE O'eg8r2020 09N&2020 IOAiR020 r2715/2020 APlxovetl RevFsldr, 2020 Npa,e Stuart Lems ICC EraF,etldn SerNoe, LLC WAlierrt M RenVerl, PE 10/31f2020 t0127�P020 fI tA5f2020 11A52020 Alprwe0 CMseory: Reding (417) 624-6644 PE-39186 49541 772�22e Metals Company yTAAir:Gl (811) 24&1156 PE-74021 1717( 317-8A'4 Crary: Shutters fe54i 689-IS15 PE-41i67 (958) 7?2-8224 Gateeay: 5lNdufel ComPonains 1321) 710-3377 (M7(681-1917 BUDCNegory: UnoerMymeml kpn_atlMQICmAke.tOm t:atepery: Redng Ian y,�ltPrnelPlrooflng Dorm SubCat p0ry. o'.Ctm Fancs timrdxnsm�gpVeM.co iu6GaMewY: rn>o PI>la> >rawb�arpndew.00m CampRrrce MMIwQ EvWetbr, Report horn n 7rWCMa11o7 Rooh,g Accassaies that are an Complrar,cP Matt,ad Eveluaticn Report from a m CemPEance Method: ElhlrNlp, Report hone Inle{Ra1 Rertdthe Roofing taj"stem - Product Evaluation u a Simpson Strong -Tie 2020 FBC Approved Products uvaated 1Y"420 CMFor direct kilts to all SST approvals fisted below. CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Mlanti-Dada County Ndk:o of Acceptance (NOA), CLICK it ERE. FL#2356-R7 filaffProduct Model. Number or Name Product Description 1 Titen Stainless Steel Concrete 8: Masonry Screw (TTNSS) 1/4" diameter Toren stains steel masonry screw F1_*9W9-R6 Sea S Product Model. Number or Name Product Description 1 SDI O112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SDI0112, SDI 0212 Strong -Drive SO Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SO Connector Ste, Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SOCF221014, Strong -Drive SOC:P Tinbar-CF Screw SDCF221134, SDCF221334, SDCF271956, SDCF272358 5 SDCP22434, SDCP22$12, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SAP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Corm -Head Screw 7 SDS25112. SOS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw SDS25500, SDS25800, SDS25800 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 9 SDWF2716, SOWF2720. SDWF2724. SDWF2726. SDWF2730 Strong -Dine SDWF Floor-to-Fklo Screw FILM 0007-R8 Sea # Product Model. Number or Name Product Description 1 ATR318, ATR12, ATR518, ATR3/4 Threaded Rats 2 ATUD5, ATUD6-2, ATUD9, ATU09-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP12, BPI/2-3, BP518-2, BP5/8-3, BP314, BP3/43, BPRTUD34 Bearing Plates 4 CNW3/8, CNWI2, CNW5/8, CNW3I4, CNW5/8-12, CNW34-5/8 Coupler Nuts 5 CTUD55, CTUD85, CTU D86, CTU075, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUMB, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratcherting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TLNV38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System 11 URS4 12" Uplift Rod Run Tiedown System 12 URS5 5/8" Uplift Rod Run Tiedown System 13 URS6 314" Uplift Rod Run I odown System FL7i19441-Fib Product Model. Number or Name Product Dascription 1 DTT2 Hold-down 2 HOC10/4, HDC1022 Hold-down 3 HDQ8, HHOQII, HHDQ14 Hoid-doom 4 HDUZ HDU4, HOU5, HDU8, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHDSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPA144 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purfin anchor 10 PAI18, PAI23, PA128, PAM Strap -style purfin anchor 11 STHDiO, STHD10RJ Strap -style hold-down 12 STHD14, STHD14RJ Strap -style hold-down ® Simpson Strong -Tie 2020 FBC Approved Products Updated 72r3W2020 For direct lots to all SST approvals listed below. CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Miami -lade County Notice of Acceptance (NOA), CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1-Ffl &' and heig hits ranging from 5.3/8" to 15-118". 22 LBAZ series hangers Top flange hangers available In width or 1-9116" and heights ranging from 9.3/16" to 13-1/8". 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8" and heights ranging from 9" to 33-1/2'. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" fo 6- 718" and heights ranging from 9" to 32-1/2". 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/18" to 5- 1/8" and heights ranging from 9-1/4" to 24". 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116' and heights ranging from 3-3/8" to 7-1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging 9-IM" t132". FL#f 0860-R5 2MA Product Model. Number or Name 1 ABA44,ABA44R,ABA46,ABA46R.ABA86.ABA66R 2 ABU44, ABU44R, ABU46, ABU46R, ABU55, ABU5.6, ,ABU65, ABU66, ABU66R, ABU88, ABU88R, ABU1010, ABU1010R, ABU1212, ASU1212R 3 ABW44Z. ABW44RZ, A13W48Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 4 AC4, AC4R, ACE4, AC6, AC61R, ACE6 5 BC4, BC46, BC4R. BC6, BC6R, BOB, BCS2-2/4, BCS2-3/6 6 CB44, CB48, CB48, CB6e, CB68 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ6&SDS2, CBSQ86-SDS2, CBS088-SD82 8 CC, ECC, ECCU Series 9 CCO-SDS2.5, ECCQ-SDS2.5 Series 10 CPT44Z, CPT66Z, CRT88Z 11 EPB44A, EPB44, EPB46, EPB66 12 EPS42 13 LC844,LC886 14 LPC4Z,LPC6Z 15 MPB44Z, MPB66Z, MPB88Z 16 P644, P644R, P846, P666, PB66R 17 PBS44A, PBS46, PBS66 18 PBV6, PBV10 19 PC44-18, PC46-16, PC48-16, PC64.16, PC66.16, EPC44-18, EPC46.16, EPC48.16, EPC64-16, EPCOO-16 20 PC4Z, PC4RZ, PC6Z, PC6RZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC8Z, EPC6RZ, EPCSZ, EPC8RZ 21 PPB44-4Z, PPB44-6Z 22 RPBZ li 0966-RB 1W Product Model- Number or Name 1 FJA, FSA 2 FRFP 3 GH46-6, GH46­8, GH48-6, GH48-8, GH410-6, GH410-8, GH86 8, GH66-8, GH68-6, GH6& 8, GH610.6, GH610.8 4 GLB5A. GLB5B, GLB5C, GLB5D, GL87A, GLB7B, GLB7C, GLB7D 5 r I RT517, r1Rl. TR17, r;l RT51 A. GRI TR1 A. r I RT57111, r;Rl TR7n 6 HGLBA, HGLBB, HGLBC, HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-114" to 9.1/2' and W2 ranging from 3-SN'to 7-12" Screwed column caps with W1 ranging from 3-1/4" to 91/2' and W2 ranging from 3-518" to 7-12" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Pry Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate r,h,him P.aar,r g Plat. Heavy Gluts Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products updated 12130r2020 For direct links to all SST approvals listed below, C ,IC K Heil + For additional information regarding Florida's Statewide Product Approval System and Miami -Dade Canty Notice of Acceptance (NOA), CLIChf FIERE. FL#f0446-R6 JW Product Model. Number or Name Product Descnutton 1 A21. A23, A33, A34, A35, A44 Angles 2 APA21. APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 3 APB", APB44R, APVBW. APB60R, APBBS, APB88R, AP81010, APB1 DI OR. APVB44.. Outdoor Accents Post Bases APVB44R,APVBW. APVBWR,APVB88,APVB88R,APVB1010.APVB101OR 4 APDJT2-4, APDJT2R-4, APDJT2S, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Deck Joist Ties APVDJT2R-6 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26. APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Luger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z. CJT42„ CJT5Z, CJTSZ Concealed Joist Ties 11 DJTI4 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FC6 Framing 1--fips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 H2A. 142.5T. H8. H1OA-2, HIOS. H14. HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1_30, 1_50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSRTaI, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z. ML28Z, ML28Z. ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Root Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC227, RTC42, RTC2Z, RTC" Rigid Tie Connectors 34 STC. STCT, OTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 Seo # Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HH1l HHRC42, HHRC42-2, HHRC411 81, HHRC44, HHRC5.25/325, HHRC5 37/3 12, HHRC66 6 HRC1.81 HRC22 7 LRU26, LRU28, LRU210, LRU212 8 LSU26, LSSU28, LSSU210 9 TBE4,TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA218. THA218.2, THA222-2. THA413. THA418, THAC418, THA422, THAC422, THA428, THA422-2, THA426-2 12 THAI1.81122, THAl2.0622, THAl2.122, THAI222, THAI322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJW,4SDS3, THJM2-5SDS3, THJU26, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3. VPA35. VPA4 18 VTCR .. Simpson Strong -Tie 2020 FBC Approved roved Products UpdrUpdated12rd0/2020 P 9 ._ For direct inks to all SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Miemd-Oade County Notice of Acceptance (NOA), C: LICK HERE FL#10456-RO Sep.# Product Model. Number or Name Product Description 1 ST, BTB, BTH Brick Ties 2 CMST12 CMST14, CMSTCI6 Coiled Straps 3 C314, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coded Straps 5 CTS218 Compression/Tension Strap 6 DSP, &SP, TSP Stud to Plate be 7 HI, H10A, H2 5A, H3, H6, H7Z, H16, H16S H16-2, H16-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2-SDS1 5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HST6 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 1:3 HTSQ16KTZ, KTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LS-TA15, LSTA18. LSTA21, LSTA24. LSTA30, LSTA38 Straight Straps 16 LS-149, LSTI73 Straight Straps 17 LTB20, LT640 Bridging 18 LTS12_ LTS16. LTS18. LTS20 Light Twist Strap 19 MGT Medium Girder Tiedown 20 MS7271 MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, Ni MSTA30, MSTA36 MSTA49 Straight Straps 22 MSTC28 MSTC40. MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC48B3, MSTC66B3 Pre -Bent Straps 24 ?NST126, MSTI36, MST148, MSTI60, MST172 Straight Straps 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2xl0-12, NCA20212, NCA2x8-16, NCA2x10-16, NCA202-16 Bridging 27 RCW812, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS26 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPIT SP2. SP4, SP6, SP8 Stud Bale To 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SST5 SS2 5, SS3, SS4.5 Stud Shoe 33 ST9. ST12. ST18. ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 34 T620, TB27, TB30, TB36, TB42. TB48. T654, T856, T860 Tension Bridging 35 TW810, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WBIQ6. WB106C, WB126, W6126C. WB143C Wall Bracing :al�sF--LrFx�7 Product Description I CBH2.37x5.5, CBH2,37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS HGU5.25-SDS, HGU5-50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7 25- Heavy Hip to Ridge Connectors SDS. HGU9 00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5 25-SDS, HHGU5 50-SDS HHGU5 62-SDS, HHGU700-SDS, HHGU7 25SDS, Light Slopeable/Skewable U Hanger HHGU9 00-SDS Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5 50110, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSt IL. HSLIRC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skevved Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28.2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.81/9-SDS, HUC01-81111-SDS. HUCQ210-2-SOS. HUCO210-3-SDS, HUCQ310- SDS, HUC0410-SDS, HUCQ412-SDS, HUC05-251MIDS, HUCQ5.25/11-SDS, HUCQ610- SDS HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30/2020 For direct links to all SST approvals listed ® below., CLICK HEREr ^'S n Notice of Acceptance (NOA . c, MERE. For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County p ) FL#11468-R8 Sea # Product Model. Number or Name Product Description 1 HHUS210.3, HHUS210.4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCO210-2-SIDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THGQ3SDS4.5, THGQH2SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger FL011473-R5 Sect # Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HISS, H16-2, H16-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Fmbeddedt Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2. LGT3-SDS2 5, LGT4-SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSIi MTSM20, HTSM16, HTSM20 Tvml Strap for Masonry FL#11496-R3 Sea # Product Model, Number or Name Product Description i DTT1 Z Deck Tension Tie 2 HD12, HD19 Bolted Holdovers 3 H038, HD5B, HD78, HD9B Bolted Holdovers 4 HTT4, HTT5, HTTS-3/4 Tension Ties 5 LTT19, LTT20B, LTTI31 LghtTension Ties FL#13628-R5 YJW Product Model. Number or Name Product )ascription 1 SB5/8x24, SB7/8x24, SB1x30 SBAnchor Bails 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI6L, SSTB20L, SSTB24L, SSTB Anchor Botts SSTB28L FL#13872-R4 Sea # Product Model. Number or Name Product Daactiotion 1 CMST12, CMST14, CMSTCi8, CS14, CS16, CS18, CS20, CS22 Coiled Straps 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) MST148, MST160, MSTI72, SIMST27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24. HTS28, HTS30, HTS30C Heavy Twr.st Straps 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST212Z ST2115, ST2215 Straps 33 mil (20 ga) 6 LSUBH3-25, SUBH3.25, MSUBH325 Bridging Connector 7 LTP5 Lateral Tie Plate 8 LTS12, LTS16. LTS18, LTS20 LigIll TwistStraps 9 MSTA30, MSTA36, ST6215, ST6221, ST9, Srl2, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) 11 MTS12. MTS16, MTS18, MTS20, MTS30, MTS24C, NITS.' Medium Twist Straps 12 S1B1-56, S/B1 81, SW 06, S/132.37, Sf62.56, SfB2-68. S/83.12, S/63 56, SB3 62, SiB4 06, Top Flange Joist Hangers WB4.12, SIB4.28, S1B4.75, SiB5.50 13 SIBA2.1218, SfBA2.12/10, SBA212M 2. S/BA2.12/14, SiBA4.1 &8, S+BA4 18/10, Top Flange Joist Hangers SMA4.18/12, S/BA4.18/14 14 S1H1A Hurricane Tie 15 SiHDBS, StHDBB.. S/HD10S, S/HD10B, SJHDiSS, S/HD15B Holdowns 16 S1HDU4, S1HDU6, S/HDU9, S1HDU11 Holdovers 17 SOCT, S/HJCT Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9116" to 3-9/16" and heights ranging from 9.118" to 23-15116" Face -mount hangers Face -mount hangers available in wdths ranging from 1-5/8" to 7 3/8" and heights ranging from 5-5/16 to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 5-1/Wand heights ranging from 4-3/4" to 15-3/4". Concealed flange version (HSURC, HSULC) available for ail double 2X and 4X models, only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 1/Z' and heights rangmg from 2-718" to 19.1/4". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9116" Face -mount hangers _ Simpson Strong -Tie 2020 FBC Approved Products Updated 12r=2020 For ¢rest inks to all SST approvals listed below, CLIC K HERE. y For additional information regarding Florida's Statewide Product Approval System and Mtiami-Dade County Notice of Acceptance (IJOA), CLIC✓, HERE_ 18 SILBVI.56, S/LBV1 81, S/LBV2.06.. S/LBV2.37, S/LBV2.56, S/LBV2.68, S/LBV3.12, Top Flange Joist Hangers SILBV3 56, S/LBV3.62, SILBV4.06, SILBV4.12, VLBV4,28, S/LBV4.75, S/LBV5.50 19 S(LTT20, SIDTT2Z, S/HTT14, HTT4, HTT5 Holdovers 20 atN/ST60, SIMST72 Straps 118 mil (10 ga) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC. OTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R5 Sep # Product Model. Number or Name 1 CCOM3 62-SDSHDG, CCQM4 62-SDSHDG. CCQMS 50-S)SHDG, CCTQM3 62-SDSG, CCTOM4.62-SDSG, CCTQM5.50-SDSG. CCCOM3.62-SDSG, CCCOM4.62-SDSG, GCCQM5 50-SDSG 2 3 CCLQM362G-KT„ FCCLQM462G-KT, ECCLQM5.50G-KT, FCCL,L,QMD362G-KT, ECCLLQMD4 62G-KT ECCLLQMD5.50G-KT, ECCLRQMD3 62G-KT, ECCLROM04.62G- KT. ECCLRQMD5.5OG-KT 3 HGUM5.25, HGUM5 50, HGUM7 00 HGUM7.25, HGUM9.00 4 LGUM26-2, LGUM26-3, LGUM26.4 LGUM28-2, LGUM28-3, LGUM284 LGUM210-2 LGUM210-3 LGUM210-4, LGUM46. LGUM48. LGUM410 5 MBHA312/9 25, MBHA3.12/1125, MBHA3,5W 25, MBHA3 56/9,25, MBHA3 5&11 25, MBHA3.56111 88. MBHA3 56/14, MBHA3.56/16, MBHA3 5611 B. MBHA5 50/7 25, MBHA5.50/9 25, MBHA5 50111 25. MBHA550111.88, MBHA5 50114. MBHA5 50116. MBHA5 50/18 6 MBHU3,56/9.25. MBHU356/11.25, MBHU3,56111.88, MBHU3.56/14, MBHU3.56/16, MBHU3.56118, MBHU5.50/9.25, MBHU5.50/11.25, MBHU5-50/11.88, M8HU5 50114, MBHU5.50/16, MBHU5.50118 FL#13975-R6 sea # Product Model. Number or Name SDW22300. SDW22336, SDW22438. SDW22458, SDW22500, SDW22600, SDW22638, tiUVV22634 2 SDWC15450, SDWC15600 3 SDWH19300DB, SDWH19400D8, SDWHI96COOB SDWH19bOODB, SDWH191000DB 4 SDWH2740QG, SDWH2760DG, SDWH27800G, SDWH271CODG, SDWH271200G 5 SDWS16212, SOWS16300, SDWS16312. SDWS16400 a SDWS19600, SDWS19712, SDWS22400,SDWS225W_SDWS22512, SDWS22600, SDWS22800, SDWS22900, SOWS221000, SDWS221IGO, SDWS221200, SDWS221500 7 SDWS223OODB, SDWS2240ODB, SDWS2250ODB, SDWS22600DB, SDWS228000B, SDWS221 OOODB 8 SDWS22312DBB, SDWS2251208B 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OS8. SOWS27600SS, SOWS27800SS, SDWS271000SS, SDWS27120OSS 10 SDWV13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong -Drove SDWH TIMBER -HEX HOG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (interior Grade) Strong -Drive SDWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#15363-R3 Bait # Product Model. Number or Name Product Description 1 AS 18. AS 18S5, AS 18S6 18 ga- Truss Plates 2 AS 20HS 20 ga High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 Sea # Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50 GOPM-75, GOPM-1 OD, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PUPA PUPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies POPAWL-MG, PSVL3, PSVL3-IC. PCLDPA, PECLDPA. PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete U Simpson Strong -Tie 2020 FBC Approved Products Updated 17l30/2020 For direct pinks to all SST approvals listed below. CLICK HERPE . For additional Information regarding Florida's Statirwke Product Approval System and MYarril-Dade Cater Notice d Acceptance INCA , CLICfd HERE. ro9 g � Cowry D 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8" to 3- 9118" and heights ranging from 4-5116" to 11" Concealed flange version (HUSC) available for models having width equal to or greater than 3- 12 US series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- 5W and heights ranging from 9-114" to 16' 13 LGU325SDS, LGU3.63-SDS, LGU5.25SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z,LUC21OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available ir. widths ranging from 1-9/16" to 4- 518" and heights ranging from 3" to 10-15/16". 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SOS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/16" to 5- 1/8" and heights ranging from 6-15/16" to 19-12". 19 MUS26, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/16" to 3-9/16" and heights ranging from 3.1/16" to 13-314" Concealed flange version (SURC, SULC) available for all double 2X and 4X models. only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 6" and heights ranging from 2.5/8" to 11.1 /4". FL#10667-R6 ii Product Model. Number or Norma Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1.9/18" to 7- 1/8" and heights ranging from 7-1r8" to 30". 2 DGBF series hangers Top flange hangers available in vwdlhs ranging from 3-5/8" to 7- 1W and heights ranging from 9-114" to 24". 3 DGF series hangers Top flange hangers available in Widths ranging from 1-1/2" to 3- 518" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1 VW' to 3- 5W and heights ranging from 9-114" to 24". 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 71W and heights ranging from 11" to 32-12". 6 EGQ series hangers Top flange hangers available in Widths ranging from 35W' to 7- 1/4" arnd heights ranging from 11-114" to 32". 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6.7/8" and heights ranging from 8-1IZ'tp 29' 8 GLTV series hangers Top flange hangers available in vMths ranging from 3-1/4" to 7- 1M" and heights ranging from 11" to 32'. 9 HB series hangers Top flange hangers available In vAdlhs ranging from 1-9/18" to 7- 12" and heights ranging from 8" to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" and heights ranging from 10-1/7' to 26'. 11 HGLT series hangers Top flange hangers available in Widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1/7' to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2.5/16" to 3- 9/16" and heights ranging from 18" to 26" 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-18" to 3.9/18" and heights ranging from 5-3/8" to 13-1/6' 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16!'to 5- 112" and heights ranging from 3-7/16" to 15" Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-0/16". 16 HWP series hangers Top flange hangers available in Widths ranging from 1.9/16" to 7- 1/8" and heights ranging from 5-3/8' to 28". 17 HWPH series hangers Top flange hangers available in vociths ranging from 1.9/16" c, T. 117 and heights ranging from 5.318" tc 3Z'- 18 iTS series hangers Top flange hangers available an widths ranging from 1-9/16" to 3- 5/8" and heights ranging from 9-1I8" to 16". 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5-3/8" to 7.1/4". 20 JBA series hangers Top flange hangers available in Width of 1-9/1 Wand heig hts ranging from 9-3116" to 13-1/&' OCT 2 8 2022 Virtual Review Assist, Inc.' Plans Review completed and approv for with the 2020 FBC 7t )tl compliance by Debra Anne Klahr PX2300 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r4azo20 For direct inks to all SST approvals listed below. CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Miami -Dade Cowry Notice of Acceptance INCA), LUCK MERE. 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STB2, STB2-4SS, STB2.8SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 318 stainless steel 7 Titan HO (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Titan HD Heavy Duty Screw Anchor for concrete and masonry available with hex head in carton steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Toren HD Threaded Rod Hanger (THOB25168RH, TH0637158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH,THD10212RH) 10 Wedge -All (WA) Wedge -AN Anchor for masonry FL#16230-RO Seg 0 Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (ST62) 5 Titen 2 (TTN2) 6 Titen HO (THD-H4SS, THD-H6SS, THD-CSeSS) 7 Titan Turto (TNT) FL#1693T-R3 i Product Model. Number or Name 1 X34B1016-5K, Xt S1016, X1 B1016.4K, XQ1 S1016, X01 B1016.4K 2 XL0114T1224,XLQ11481224-2K 3 XMQ114S1224, XM011481224-21< 4 X0114SI224, XQ1I481224-2.5K, XI14S12224, X0112S1224, X01121211224-2K 5 XU34S1016, XU34B1016.51K FL#33320-RO §Mg Product Model- Number or Name 1 DSSCB43.5, DSSCB46, DSSCB48, DSHS 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1016,FPHS034B1016,FPHSD34B101&5K,FPHSD34S1214, FPHS03481214, FPHSD3481214-SK 4 LSFC225, LSFC4.25, LSFC625, SFC2.25, SFC4.25, SFC825 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSS0625, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S 7 SC843.5, SC845.5, SCB47.5, SCB49.5, SCB411.5, MSC645.5, MSC847.5 8 SCS32-W7, SCS62-5/97, SCS82-5/118. SCS82-5/118 9 SCW3.25, SCW5.5 10 SJC8.25. SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH3481414,XLSH78B1414 13 X01 Si 018, XQ1 B1016-4K, X01 S1214, X01 B1214-3.5K, XQ78S1224, X07861224-3K, X0114S1224, XQ11481224.2.5K, XQI12S1224, XQ112B1224.2K, X3481016.5K, XIIS1016, X1B1016-4K, X1S1214, X181214-3.SK Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Tltern 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titen Turbo Screw Anchor for concrete or masonry Product Description #10.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point #12.24 Strong -Drive XL Large -Head Metal Sent -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head #12.24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Mortal Self-Drillmg, Tapping Screws with #5 Drill Point #10-18 Strong -Drive XU Metal Self-Driting, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10.16 and 012.14 Strong -Drive FPHSD Framing-to-CFS Self- Driling, Tapping Screws Steal Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14.14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping Screws #10.16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling. Tapping Screws N Cu � ..-+ U Q O -0 cia .� U Cl) O O = O U_ ICU O M 0 > .� Al ZZ O 1 Q CU 4- .= ''-^^ VJ E Z Z W J -4-0 W V J o > O CL U O U Ca o m W Q Z Z Q J Cl- SHEET N0. PA'1.2 CD MIAMI�OiADE U O � Der co-u*rt� PG? Industries. Inc. PGT Industries, Inc. C CD CU fL . t= -I. -+ (D N = .W U M EL O LL CU O > p .� ECD O CU CL h-�._CnQ �--0 O � 0 lL Q U �J 0 V m O w Z Z Q J SHEET NO. PA 1.3 PRDDt'CT CQ�rTRQL siCTiO'.s I'GI Industries. Inc. arms SR's6 s Room cos NOTICE OF AC -ICE: EVIDENCE SUB -NUTTED NOTICE OF :�CC'EPT.�I�'C'E; Et-IDE.:'�CESL'B1.t1TTED D�EPAR'P.�E'�TOFREGt;'�T�Y.L'�'DEGQ�+iio:1DG RESCIC;BC;I�SfRE:RI ate. Fbn� �t'3=2�74 NOTICE OF ACCEPTANCE: EVIDENCE 5L'BI�IIT•FED BUkiiRD.►.'�'D CODE.il1D'LSaR,►TIoP;+tDI�iSIt1�i T ice: �IS•2i94 F ('t8�#7 a15-.544 p711'll IMTT '{ 7111'T i _ 11 -_ Mi®M.[AMI-DARE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 'r (786) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANCE (NOA) w»-W.miarnidsde.eovtcconomv Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is Ding issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3. prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's naine or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the :xpiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page I- evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 20-0630.15 MA"MKX4DE( LINTY :t r✓ I '' Expiration Date: 09/11/2023 " 09 �20) Approval Date: 08/20/2020 20 / Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Cournv Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Compliance Letter with the Florida Building Corte, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24. 2003 and Drawing No. LT4612, titles! "Cast -Crete 4", 6 " & 12" Lintel Safe Load Tables", sheets I through 3 o 3, prepared by Craig Parrino. P. E.. dated .March 24. 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None, C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. " /, I d WILIr --- C*C1my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I cf 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. L7'4612, titled f+�1 Cast -Crete 4". 6" cPc 1.. Centel Safe Load Tables ", sheets 1 through e of 3, prepared Craig Parrino. P.E., dated March 24, 2003, last revision 1ti dated April 28, 2003 beetle drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. 'Pest report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfrlled Models, total of (13) concrete lintel specimens, per ASTMl:-329-94, prepared by Applied Research Laboratories, Report No- 30404A, doted 04110,,103 signed and sealer/ by Christopher A. Haman, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dater/ 05:`29/03, 207 pages, prepared by Craig h ° Craig ring P. E. ' , signed and sealed C a Par Parrino, P. E., s goer a y ). 2. Calculations for Cast -Crete Lintels, dated 05, 29,`03, 140 pages, prepared by Craig Parrino. P. E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised our .Alay 1. 2002. 2. Cast -Crete Quality System Manual fbr Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4" 6" & 17" Lintel Safe Load Tables" sheets I through 3 of 3. prepared by Craig Parrino, P.E. dated March 24. 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. ,..,,,,ma�y- elm} A. Makar, P.E., M.S. Proiiuct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E - I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS L None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117. signed & .sealed b), C't aid* Parrino, P. E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued ky Cast - Crete USA, Inc., dated 06111/20, signed & sealed bv Craig Purring, P. E. Helmy-A. Makar, P.F.., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/1112023 Approval Date: 08/20/2020 E - 5 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Draining No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details"; .sheet 1 of 1, prepared by Craig Purrino, 1'. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " LT4612. titled "Cast -Crete 4 ". 6" & 12 " Lintel Safe Load "fables"„ .sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all through 3 of `3, prepared by Craig Parrino, 11. E.. dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 0&19,114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, A.E., on r41ar•c.•lr 22, 2012, B. TESTS 1. None. B. TESTS I C. CALCULATIONS r�'rane I. Calculations for Cass -Crete Lintels, dated 0811912014, pages 14.201 through 14.236. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. ,Vor1e. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. Bi' Mranll-1)'ade ��Orfrrtl' DepartYrrr';'lrt of Permitting, lil�r1L'rrLrrrrnent. and Regulatory Affair's. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None- F. OTHER F. OTHER L Letter from Cast -Crete USA. Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast-Crele Corporation, dated February 03, 2012,signed and sealed Parrino, R E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E.,c•ertifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL Al 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS 1. None. TESTS 1. I. None. B. TESTS C. CALCULATIONS 1. ,�%one. 1. None. C. CALCULATIONS 1 'None D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE L By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS ' 1. None. E. MATERLAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E -- Ilelmy A, Makar, P.E., ; I.S. elmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No, 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-2 E-3 OCT 2 8 2022 lEdi�* Virtual Review Assist, Inc. Plans Review completed and apfor compliance with the 2020 FBC 7 by Debra Anne Klahr PX2300 N Cl) Cu }. U O U � O N (6 O t_ 0 2 Q = O U_ Cn O CU Q CU > .� E O to O t_ �'— -0 .= W Q CUC�^ , O 10 > 0 IL CL Q U O U OL - CU O w Q Z Z Q J a_ May 27, 2022 SHEET N0. PA 104 Trim Sheet 1"11111111111111`11111111111111ffi- - / Z I ti ILI ECimic. !N f TILLIT TFBTINa A ffMil"FAIOdG COMPANY ---- wA 1 Tara A tritir-riii.- P.,• ---- -"---- ,-,-- - - ------ ­ , ,x=it"';­ . 11 : 1 : _-_ Non. , PRODUCT . -EYALUATION-REPQRT REPORT 140,: 20-0720-01 DATE' juy 26, 2070 PRODUCT CATEGORY: Spow" PRODUCT SUH-CATIEGORY, Storm Parole PRODUCT NAIIIE: 20 GAGE GALVANIZED STEEL STORM. PANEL MANJFAC'URER: Globalftiotoctilon loti:IGLiafo LLC. 4800 S.W. 5 I Siren` Dwe, Flord&33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation RfoKtrj 4sile(A oy Walter A. Titlit, Jr- P.E. i5rplem 10 0 1190C) to the Global Protection Products, LLC Rule Chapter No. 61G20-3, Method 10 of the Florida Department of Business and Professional Regularoon This prindLO I1.4 1.)Oing issued an Evie!IgRtton Report as de,w,rihied heroin. and has coon ver,'Red for citimpilisr" in o"ordance with " 2020 Seventh Edition of the Florich Building Code, arm! to verify that the product is for the purpose mended at 11080 oQulvailloril to the/ requiriod by the Code This Product Evskilatonn Repon shot) be "ect to review and ruvistion ill case of A Su'litlitV Corte Oarloc Shalt may affect Its; limitatom mid condit"r. 1 EVIDENCE SUBMtMO: 2- 1. PRODUCT CVAL UATION DOCUMENT JP,F;,Q.); Drawing No. 20-176, Wed '20 GAGE GALVANIZED STEEL STORM PANEL",, �!%qofz I thru 26 Of 26 proftairod by Tilleco, Inc,'; signed and scaled by Walter t- Tillit, Jr.. P. E.; dated 0712812020. Tills drawing is an integral part 'RAIMAtit"o ,,, Eyaluaton Report. 44't;k A. r/1 , "', k� A. C." . . $ r , e*" ­ *%*C' 'rk * , , ­*_ Z-4. .- . * - - ,_.its: f ni, -.4187 I l. ' - 10,_ . : a ier _.i,*. . * * gels .;4"r. Ir'. . 1171. , �41 - . , � �� 0.sl N.W. 36% Wn:;;1,.%wft 30,Miankii. f1kiiiiiia 1%166 - li,�jkw.v., (393) g7j.1510 - Sp6i i �bAk . 4"? "i PROUCCI ElITILLA I1UX1AkA*4.WA._1IUQ" 4 22 TEST RFPORTS' Large rnissile tnpao staid to" inian tests witare;eIationtrift W10 .duj rProtocols TAS 201. 203 as pet securm 1626 of the Florida Butioring Coda Uniform static lowii.r, all porTAS 202Protecol Test r000ds prepared by Hurricane Engineering Testing, Inc. Reports #io&SCOdated OWCW19M,OW57008tvdo9;181199e. 0"-T30 ciattA 0c00,, 1 OW, air three Signed and sealed by hector M. ~tna P. E_ F ~.r3tom Testing Lltf,K)ratory, Inc, reports 0 2012 dated 04.16i'1998 and v 2126 doted 10,6051119919 wtitnestitiad by Gilber Diamond, P.E and Report No 0219.01-09, dated March 4. 2009. signed and seated by Edmilindo, Largaetpada, P E and Henry Hattern. P E. Tensile twil rwdW No. 9CM-197 Dy CC Metallurgical, Inc., daW March 13, 2WJ, silgrad and "altill by Frank Grate P E Z.& 3TRUCTURAL ENGINEERMID&ALCLA-AnONS: On 20 Gage GAvanized Steel Storm Portal for maximum panel length vs- design wind load, as wait as maxinium anchor specqnq vit oesign wirlidl load and panel length hasea on talitonal and r.,omparative analysis. arts .r accordance with section 1616 of the Florida Building Code Calculations propaired by rillaco, Inc., dared I ItOV08 and 031'VIS. sqiriaid and scaliemii: by Walter A. TAM, Jr., P.E. 1-MMSI1. IMPACT REWTAN.Cr; Large missile Impact uriuleir,aeclhnn 16;M M The Florida Building Code as per TAS 201 Protocol 4. WIND LOADS RESISTANCE: 20 Gage Ga,vanized Stool Storm Panel has been vorified to oustair wind Wrissis.ilres. Maximum .-a net length shag be alit Indicated on ste"13 8 10, 14, 15 16. 19, 25 and 26 of 26 of Product Evatuatfoln Document (P E 0.). drawing No. 20-1175. Maximum Anchor Spacing " tw as indlicrtled on shoots a, 9, to. 111. 14, 15.17.16, 19, 20 25 and 26 o'26. of Product Evalualoxi Document (P.E 0.) drawing No. 20-176. 5. INSTALLATION: Ir6tallabun &hall be porrormed strictly in accordonco with details indicated on 11110M 3 thru 7. 10 thru 20, 23. 24 and 26 of 26, of Pfo&ct Evalt,aWn Docuri (P.E.D.). drawing No- 20-176. 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I I # t"TING PcLfttl` :1 .. - 11.0111MA 914,10IDING COOL I141111A Yo,oc,tp flurrikilow Zftmefl 1:0NION" - J'. , , I "01.10a Z * � , t t" fli'"t W ! " * I I g 29 GAU CAVAJIM0 51111t. ?t Der F04i 1 ,., . I I L I ­­ --------... ­.- _. .. 7411 , , To I - � I - .- - I �Loft MUCTM PWW". Ur arit"Na "­_ L, 00110 ... 11LIEC 0 ..C: I "Aim &A 91 !."I.. I I I -1101) ik 11"11 2`111 � $Iax aw O.M. ,0 AfAL - 4 ,, .`A, r' .=- o,NiiN1oi000pI,.6".or_i , ­!_ to"Nomi- ,,Noa. to, Itailaw -, - -17s i -­ __1 - ­ .--- - - IIIIIii.... ,I---,. - ­ , � i 'Weiti 4 ."It'-wov ..M,Ii , .-_ - � ­ . ­- - -j .ft lbooi,i No . I I ILI";, .,1 I!, I 11 11" L, I I � . - _ bit"fil . III . - ERMILCIIL'vALt'AT,JLIN-pl--,i,.4�Q. Z":;uUiil 6, MATERIALACHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in acioordance w0h General Notes and Components Micated " theol 1. 2 and 22 of 26. of Pioduc; Evaluation Document (P ED ). drawing No.' 2WI176. Anchor apacfic.e6ona shall be an irttil"Jad on br zrte 1. 7 *,.0 21 ul 26. of Product Evaluation Docturnicrill (P.E 0.). drawing Ito. 20-1 78- 7. LIMITATIONS AND CONDITIONS OF USE- 7.1. Shall' Itiv vAric in wnplianii with Gerietail litotes No. 1, 8 thru 14, vidkatod On Sheol 1 0' 26. 3% WO al; General Notol; X I Trull 4 and I I thru 16. undiCato on sheivt 21 of26 of Produc-4 EvalkiMon Document (P E D.,), drawing No. 20-176 prepre a4l by TiffecoIm., and sigricid and $"ad by Waket A Tull, Jr• , P.E. 7.2. Product may be insta-Lied within HIGH VELOCITY HURRICANE ZONES as donned On viect on 162D2 of the Florida aW:Jipg Croci-: 7.3. Product shelf only to installed into puuntid it,oriciete, conetete biock. and wood frairm suwwres. PrWur,t Evaluation Repot piappated by Walter A Ttitil jt_ P E (Floma Ocensio I f40,44167), Prolticlent of 7tijocc), aril. fFionde CA `19) ,1_-1I. I.v' I.. ,Ii'\"* , "...T..1"..' .. " ;�.Carr r. .1-,. . ... -, r, I '\*I - - . ) 1%ip- � - . . * : -1 , 0. �r 16 -1 -1 �,Ti.I_ . ,� I: 'I, . - ii� q1t) .lif/ - - . " ,-. WA171- 0i'T1_TFC0AZu0FW4tCLNW31Nrf ROIN13PT X i G, OCA& Pool ioCytitip,% Pqoo�c � % Itc."03AAM Oft VIMIIIIM3 V ILL W:AW F&ARI ORM 4 -,Wrl, I fle"I 4 r- 02IJULD' / - - / I I L I E C 0 il,iii X_ A'ALTIRA FK_'. A`K_."'E, I 1., �� i xmu PRO-K ALEM " ,ii L T C �: t�' . I . I __ ­ ­i REPORT NO.; 20-0727.02 DATE. July 27, 202C PRODUCT CATEGORY Sruners PRODUCT SUB -CATEGORY: Storm Paretti PRODUCT NAME 24 GAGE GALVANVED STEEL STORM PANEL MANUFACTURER: Global protection Products. LLC -taty"i SAIV, 5* Street DaV4" Ftanoia ,13314 1. PURPOSE Of LVALUATIQW; This is a Ptcidi,icl Evaluation ReDotif issued by Walter A, Tillit. Jr.. P.E. (Siv-stent 10 n 1i106 to the Global Protection Products, LLC, Rule Chapter No. 61 G20- 3 Method 1 0 of the Florida Department of Business and Professional Regulation This: Product Is being Issued an Evaluation Rvitail as, descirtuoLl herein and has been verified for compkence in accordance with the 2020 Solwisinth Edmfiori of the FlIonda Building Code, and to verify that aw product is fix the ou-poso intandod at Walt alliijivalient to that required by tho C*ck, This Product Lvalwatio-i Report shaft be subect to roview anid revisw:i In case of ;I Building Code cbarK)o that may affect its limitations and cordtWis 2., EYWENCE-SUBM IT TED: 2,1. PRODUCT EVALUATION DOCUMENT (P,6,0.): Drawing No. 20-175, tilled *24 GAGE GALVANIZED STEEL STORM PANEL". Tilepellii i 1hru 18 of 18 pnopienod -y Tilteco. Inc., signed and sealed by Wallet A Tillit, Jr , P E., da-zod 0747QO20. 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C I 1 11, V I TLA r Nit �NN _ �_ __I1 0 -� - tli�-,ii; PCIATV�. _ - . -E.: I _Ov FLO*-DA vvI�OMG COX (01111, Y.I.CrIv likirtr$40r=0 tows) - � . � - :: = ��,:` I _* , 11 . I '0, __ - _ATLlT leo - it I le , I. - � . . Ik � r-. N ltz* - 'Tia,111111 Anc. Uk. To Lot.," - . - � 14 I " WA 4III]YA100 VUL Mae INJILM, I " . 4 _*41.01.1, �* _. .P*Aw� M.'" 4 W le Re 44167 , - I I - I ­ .-..-,..---' ! - � -1 - - , - - .. I � . � I- .!I!iI I- _- ­,_­ i� �_ - - "No ' ' � " Q04AL_fQ&_5fAf;UM___ 2R I. S if OE , � - ' 71LIECO... , PLOW MTICT" PRwxn. LLC-1 L-7 � _,�- Aj -.; L,t ,"W-. -t-.� I I. ." i Ink �- � 0 I t "a --. - - -.0c Tio-tift-lirt ,o( ,osime-", I ifs-- 1MQK_TAACK1_ARJaLhTl JD_5PA=11ftP_AAh" ;�e, ! /___ _!!!_ ,M__ 1__­_o�_ --.-.;. I . I io..'� I, Z.;rli I ­��-­­ .. T - ,. on" k I.L.11 I 0 0 lo""� __17- "11<1_1, ,6% 0_4 --- I � I L000ir :Lt__T M1DWA_LLYALLAnui_aLwixr_,4o. uI42i= 2 2.2. TEST RE -PORTS: LaIrgo, missile impact load tests were Performed under SSTD 12-M shuwTuv , pal WAi()n 1609 1 2ofW.,c Florida 8uildirg Code- Uniform ststic jowl., ,I - - Ikiiiiii-linn 17110 A1 T" repoft pftooiftsd by Amot6con Tivii,ting . . nor Al;TM F.3'00 Lab of South Florida, Report # 0814.01 -01 dated 03t111r,2 wittlic,"" by vinsiam RI Mahner. PIE.. Bory Moro,,. F.E. and Henry Hattem, P E. ant; Report No 0219-01-09. dated February 25. 2000, signed and sealez by Edmund* Larguespada. P.E. and Henry Hatton, PIE Large missileirripact and cyclic hAilings, per Protocols TAS 201 & 203 as per section '509.1.2 of the FlIonds F- ,11N Code Ted Aaport prepared by Arnotircan Taming Lab *I South Flolridlak. F--portlitc, 1123.01-10,dolodNovember 23.2010,mold sold se*WbyJv3oE- Gorizalez., VIE Tenisile les! report No EICM-198 by QC Metailurqxcai, Inc . oated Match 13,20co, s grod and sealed by Frank Grate. P E, as per ASTIR E-8 and Tensile Test as oar QC Moteflurgical Report No. 1OKU-1318. dated Decombotil 2010sfgnod and simled by Joirry JacOano, P.E. as per ASTM F-8 2.3. STRUCTURAL ENGINEERING CALCUI.kTIONS: . On 24 Oar Galvanized Stere, Storm Panel for maximum partei "t, .. wind food. as *011 as maximum anchor Watng vs- "nwtrdtoad afi);,,,,,,. I"V!h based onfoll"s,Iand comparative analysis. and in acconnancia with section 11411014 of the Florida Buldirg Coda CokctsL*I,or*;wvgorpi�1L,i'"Tillteco, Inc, dated 12/lIV10 and 03127i13 (for this rev;34i signed and soalim li,, tiv.wo:n A, TOK Jr. P.E. 7 P.119;I! F IMPACT RESISTANCE: : I f � �.Ict undir section 1609 I k fit the I'llor da bluilding Coede as, F�or -STD i i4olf,51orxilalu Mid TAS 201. 4 IVVIND MOADS-RE613TANCE: - .": Girtivartirod Steel Storm Panel has been v,driftod to sustain wind p.i;s-,,wes Maxitnumparatil length shall be as ind"Ite4 on armors 3, 9. 10. 11, 12 and 17 018 Of Product Evoluatlion Document (P E 0 ), drawls No. 20-175 kitaximun't Anchor Spacing shall be as indicated on shoots S. 9. 10. Ill 13 thr.j 16 and I 8 O' 18, of ProdLict Evaluiabor Docomerl (P-E.D.). drawing No. 20-1176, 24 Gage Gativanizad Sleal Storm Painel fuss been verified for code comitilance to *Aicirlk at a non -porous Storm shvtier assembly. as pat SSTD 1249 Stwxuwd a�� ,N I, 'Ailaithilofth_ ; , 1� I. 1 � . . . I . , - ,_ _/ .i� ­­ - . - . __ . - 49 . 1.1,;. Z-1 16 7 '.* = . ­ - It V :It I SoF . 1 - , orl'ow,0, ..,Ir e. ­ 15__ 114, 2/4. 3/4, 4/4. 5/5, 7/5, Fill Inc 11-1 LVALLAZIaN RJJV . AL1 5, INSTALLATION: Installation shall tio performed stricti,ir in accordance with dctais indicated on shunts 3 thru S. 12 thru 18 of 13, of Product Evaluation Document (P.E.D,), drinortrigNe.20-176 Min,-um"parati�rtogt4b,*.-Lsb*Uloos oom=mx-.AWVUII Cleats 3, 6. 13. 14, 15. I 6 and 'O of 18. or Product Evaluation Document (P ED ). drawing No. 20-175. 6. MATERIAL CHARACTERISTICS AND SPECIFICATMS; Sh" 00 strictly W uvw"Janicu with General Not" wNa Components tridi-callittic on sheet I and 2 of 13, of Product Evaluatoon Document (P.E.D.), drawing No. 20-17C Anchor specifications Shall be as indicated on sheet I of I 8, of Product Evaluation Docy.inant (P E 0). drawing No. 20-1175. 7 L1MI'roiTI0NSAND._WNDfTIONS OF USE: � 7 1 Sri"!)* sinctily in WMI1,116riCe with Gen al Not" No. 1, 8 thru 14. la on allow I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-1711 prepared by TiNeco. Inc and Signed Ord sealed by Walter A- TM. J t . P E. 7.2. Prod.tcl shell not be InVU14od withei HIGH VELOCITY HURRICANE ZONES M Ciefiried on section 1620,2 of the Florida BuIlding Code 7.3. Product 6hoU rjnl,i be Ins4ei,ea ititio poured wricrote, cowete blockand wood franiie structuries. Product EvaluMton Report :Yltipotreiill Uy Wetter A T419I A., P.E. (Florida Licom, No- 44187). President of Tifteco, Inc (Flanria CA-0006719) � - wjklr' l � ' .),iTLTrc0A0&""C0R.19IIN E KE2rOR1.^0t0,.V*- GALMU"D ll'flt IrOW PAX -A, err AC*;* "skoirpopt It _b,IW/`l0, 2W/10. 3W/tO, 4W/10, 6/s I IN, Slit/ I 0. &W/ I I 4 7W/ 4 I _1' VAb_. ANdE,r4Q1M #00 CW-4VI UJI WVAAA Oft SHEM A A 9 .1 WIN . 1_;___­_______ 0 a a I D'.M,()� 4), 40I -­�,k i -- ,-_, . 43.0.0.0 II I , I ; � : * . to.ltt lowt" W/ 1/44-".1, I ,^VL%IU gohiti� P " � IL 9% Kit, a/ 10' 4 3/3)* 04E 19LC_iCWI ol, ' oolviwll 0 um, Q4011,011" III-. CAI-- I. tux Utt"Wit, 4% softcAn$) I . . . . I I I I - . I I - I � I : I I ; � I , jj­ , & _­ ", � , @_ ` - - _ , , I , � '4� . - -*L - & * I 04-(j). 04-@,&, 3* toit � j, am . - + 11111/10. 2W/10. 3W,I AW/10, + 6/5 svypo. 6W/11 is 7w/li Aw,�_-_ TOM (CMICT111111 Sir 04 WM a III 0 - - 10. 'NOW Ul Ur 0. li-ITTIS ILL a " REOWAR STORM P.ARLL5,_1..&_jX ELEYATION S it 41 or ., !AI! V t.ft 04'.0 .1 � -- ---7w-7- - \­­­ `,��_ 7w�, __ 7' 7` i,i,` �._� 1. ou CAN NNTY-_ �� / fl� 0`1-11 "` I A'Ul '. - ENS'e".. ' - - 11 ' I �. 4161 1. . A , , ar It . Ili— 'An � SECTION _A -A � -� Dittl1t, .. . _*14101"Ar., ASS­­.� V ___ __ W6 ,,Av"-V.R INSTALLATION OLINLS EMBEgULAH PANEL,j,j � 4_16 WOE $J.tKq-?DM"ORCUJI-OR--C-QKUTE BLOCK STRUCTV.RLS povon cz?.�It 'MI.C. 04 ov.;w1f it, - - Tl=�Iwo ,�0411 =11 oiLlie- of DuAllb orv~ 11 OJN 4D it. "'I'AiI _� 09% --., fut ft�welliz 0. W".4AM11T ut 10041".1 - 1,4111 0) Per? III I". 0) - I -1 _:, - _ - , I- -,r---- - " I ,t_ � .. 4C I I 1 I I I ,, It . 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A -,,.mtvma Expwar 4-461WI Ian Awlh 1*64t t60 6W 32 AIf%u4 SWI 106. allit-It's ef.c., )3442 (9114) 154-0660 few 396 9999 ...ass. co. l.1 led1 1 - -r- -, 1 !A 00 MUM 4110 T hr II - 4F%40A u,VFJ'Mj kK',A*4 V;7IA 7, 20-3i-s' T , -TALL&TIOLWAI-0 F_QR 5ERIE$_ 1ijT.Q.._PQ_VRED_=!r,0N_CRETE. CONCRETE K AND WOOD-5-TRUCTURO all 171 L t 1z Lj I it WALL MOUNIM &Lam It V11 pok[L. J%Cre I nwsrA, LA 7 ,)ft AN ( I AL I 1.4.Z1 F 140 15, VACVs_*S AIAItu •1- 400 f rr. W ir-O' VAJI FOP lito W0011 111"I urwokAtt Of 14044Ti 1�f �M CA OF.� wwA o Ire, 11 t .)m tq4. *AC Trf tea of rvi p TV# Al't I A­Ao" r &a J.Oe, JF#AA'CX a I A, X,1 72f� &UNA= 121W sc-NL 31a­ fLMDA "U)tv, cou (*4,, Otto" Y#'V(fry bk,;-Cz-A xvw is GAGA "--MEW VUL VC411 PMEL all IF '0 "W1 1E C Owl GLOW PROTECT ON PROOUCTS. LLCJ1 1LI Is W ef 4, ALL AMER CAN SHUTFERS AND GLASS 14<)a GAt VANI Z- D lTEEI STORM PANE1.5 HVHZ NON HVHZ 7!if A.S 6401. 7- 1- _T__ "t 'PAS 1 Alk, k I av t A qT °cLwrlym U-i WOO I i ? TYPICAL VERTICAL MOUNT ELEVA I ION 7- 4=41k., szl�-rts kN .4 `ra" T'j"N T4 a n'&N W -1 "1,I fit kil rrAyg 0.4: 0,11W "'t. 3--t , a -.1 �_J% tV-� xact. 1 & �-. . . . - - = 7 VERTICAL MOUNT ELEVATION (NOTCHED PANELS) ,VkTS ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: q T, 4 A,, L I IN ifti t t4L?­Alk^�,t� �WArI44­11i-,FW11 iol;p MN IMUM Al I - OWABLE DFSIGN PPFSSURr-S. DIFIAGN NOTFS: "t F�.f FIC" �uioC W r.w , I X4 as,wwAy rQ I" N Mt LAM -ik A I* GENER L 1w'ES; j4.1 RK, 10 �. Flit A&D'.., 0�4cw,114 'lb am iqs firIKSK %4144L, thuA10414- ? LO HP 101% 111(11114ILP th 1.141-1 .4 10% PAC- 14'-f awm vl= P*a W stepw1m, liC I . r*n VrsI`A of., -7.0"M.'eft Or, =w'.- 'a Ise, , cst-liar wc. z POICII , a., 111MIC'704C. 4K W_� 4--^W -11 #14 4M to -t& ;Fwv` IILP, tlfl At. wwL. a I 1,ta, ".Wg� WT`f*.`zl CA T.N* 11 eK MF N f 9 t t MW I I "a ON 1 .11 !001,0*0 ((ft- 1-15 Wu4tw LA "JOR '41'*' AM 4 at A A'UXI !Via ". K%q r1l, AW Alatwix 0% At ww� * .1ill a A AIIII .4SI afs t itsbWAC"I"I Its ACKOPIPEUX&M III III 11 1r"==MP4ewX V"'FLVI=F1101 N.Wk-lilt sIs I4,1 all U. Wild W41% 14 1-1 T.X .,An .Z PO01.1Wx- nplrf, be. Aulrrp'Aft .mt. .6 141c"Z" It. POIA64-t 1.9'* 1"'Vi- leOPXINWl 4A -4.wv� "ll, (21 L4046 046 t'Wk "Orr C , III t- PAn MCAIRIlMN, JAIfJa 20_31!*43 VMI1 1CA4.CJ0r41b4z LE MINIMUM ALLOWA&E SPAN ZiOLUVLL (ALL PANKS) TOP 11110wht SPAN SCHMULE NOTES- T: _TIf IWl Los$ 7*v" 0& fqi6.t.. TO *1%4, fA51slata", Ali A 'A". il At 4 161 I, CIN (I WA) I lTZ -M %. A' J,a false: 0 LYMM 0 WAC W! *QbA Irk J" 106, 1+1 I IIWAPT-J-!Silk 41aAft 00 GLASS SEPARATION NOTES: � j t.11""Alloft grT."Ifft'Mm t5 *ZCfFFWf '0§f %Ell I feA lh`;-4,01',WrAMII:?* V Isle U 91KW -Alf S, THJFVLfr K A 'tIlt QzATS*, SFWATTt-^ -f5S PANEL VE r _w72 Z 1414 T"WP tr 4- ill cov- J L 1W 9taill" W WAI 112, A5 %vn:Ma. j-Q w' Claw Ems' 0A4L_WL1 L A -1. IW L o Ir 'Wr -P AW -PW~ r-21MM L�r� uryr OC If _"Axe", 13-IOW 00" 0Aff MMI4.2t !%SAO JrWn.,1 L s 7 • hill 20-31543 2 8 2022 - Virtual Review Assist. Inc- g Plans Review completed and appr-uv for compliance with the 2020 HE 7th Editi by Debra Anne Kiahr PX2300 I ANCHOR SPACING SCHEDULE: IF of"eas Offed~ Aw st-A W a I r, rd V,_." ti TM Z? rA t4 do"" Afc.w V1IIIIkWI 19" MIA 7 Nalp . a � I~ It- .. _­ 1 -v -1141-1:.. it 1. X2 Il 1 EEO# 01111110% C. L C) C Ci CS CA ell A 3 la OF I .f4 12 11 %to, I LV IS F,101411 1111"Itts, I4&1kI4q)j**- IF 3 xr, at V at 9. lair 0.1aAl" •ta is W f. -14t; TT*_ ��40 ­,Y� ftiv I I j T- F It 011Y &. oil for IP"D it WaIl !4 IF I I* W 11 4 U., � 0 1.1. 4 V I'd. G'%trI all: att'.&C •a Ittal 11 V 64* 1 or Ir air Kir orfa ; lt -its-, k*,t Ji J�L._qx_!elf AtAt- Ott, 1116,011-air- 1010 It I.v 14, 1- It A it, us. *0 tst. Sir U77 It 47, 32 .1 it V' 1W I't A IS 24 v 'It v t.4lt. 2!0u13,111 _14 * $4 i*,,1A r I r$-q a 1; 9 Aft-- 12 3-11#41 1., Jr. 4. 11L 0, 1.kq7 ;4 1 a- Ila, at It, ap A T Vty. I . _ 'is I -, I- - _ , c ilk •j H !qs 0 iC ALT, jL4(r j&F4w: 'a , wool Ott~ IT 'T 2r­ air It av 41r] at iv ji�z r It ma t Itil t. ANCHOR NOTES: MUNWO, 44 I all" SOIEV�,f APPLIES TOA-t. 111001P.7ti C3M"IKOfltOfV4 150 CAL, OW(WMCI, MV~ AA"Aft M910% (A IW it 04- VWW4 coRltlARM y 4A b I COWW"M TV" ONO CA1001111WRATF WXWI*; MWHCC% Ifff MCNIPITU WTAKS CA bollf? j Mt; I"Wn$xAtx141 OF 0.1wrtiftIV" G Or - a 41�1 -is' 49 1 A- tsn Ia ? I . 4 .7 &Is, 11111 . I - J*r-T1AlCX.'.?W0W *W44 M I WOC J'Ahr, F&VIVA IIA-92I.; TAIM "w1l, FPW 9. 4 F , , A" IV AND •V •"YACelts "FA31j=%Z1 wifitr," CMEM"i 11 4.1M lap, 44* AV I" a Y A Vi &a, OLIV .6Z t, *I, i far i to W1,1410MIA" &CKCwtlJN4k1 W�lx PWA�PeIlvikln I 1if I1 V kM ""COWAH 104TRW =101 ftA*"~ SOAtt&I AS5 �" iA -r*1MIll$ I C4CM�M, WWII,:r-wmV.A�. RCCI. &�`. s-Ii AM awcb I" • I".. w, ___ -I- W 0, 12:.t�`_ AI'll QLA is v 10 1 W011,11. _04LA. fQ "CAL, vw-jo URI ITILF: at Wk�_ lae- Van" rW7 Ax'CIII11% Paaf I%I6AM4:;WAla: III FW440 aitfotfo3. W O-Lr* 1`14-7414 a ite ill I t, La. x g i g- To I- A,__tvTA&_. COOL! NOR SIIA cosulu "W6 It "Of ApOC!"CAK PAPtAl TO MAWIN PAU COV10 FIAN&I. TA64TICAL SIN::Of 4AX010 1% -,-1. !:La 1p"kh V (14114, 1 *WO VTU0l4'Mr,1 W&W.1 K A(CFITAIkF RM *=I = -*OjfWOrJW *QtVSTt.D"L1 r* 6-3 ISOILGRAIPPI DOW" CA4"F* 04A41. .0,0 rwltv% #11-1 *604 M W4 WAD t wk #KM-% Ik 40F.-Z V_r5rslG &%000 AWVAY -lei 191-68 APM -XAD Cfik *%"W .640 rL=*4L*W%XpIi'3 0 AMIKIGS u$1A%CF FItti-CA uw.xlt*er4o *gut nttm 14 Ir OtQ�LPJVOZ, MC.10at 000fttWftl� VdIACalAot W1 k=Ilt&AFj W01, 0 (D -M 0 0 M Cu -M U-) (a) C) 0 0 0 = .0 0 0 M 1,- M > 0 U) (D E 2 Cn M M C5 C/) < U) Q) _+__j 4-IIIJ Call) Z3 0 4- 0_ Cu U (a) L. U) Cz L. co Z) Lu .JL _j SHEET NO. SH 1.51111111111 _I. THESE DETAILS ARE GENERIC AND MEANT TO 31 IOW GENERAL FLASi LING AND WATERPROOFING METHODS TO BE USED. PLASTER 12 IML DRYLOK CMU - LIAS(WRY M (x".K EXIRLML VANDOW FASTFNFR 1) SFAL/WT AT 4) SZA1 ANT JOINT WNrr[IoW BLNC:IC TO OUTRIDE EIS OF ' " : •• MASWtY VVP&K w t3MK �•' r ,. CANT JOINT 5) srAi.ANT FROM mor rnGE or WINDOW FRAME _ r F- � WINDOW BUCK ALA WiNEXNV $ XK �•' .' AND E.XiENU To WINDM FRAME MASONRY-^--_ Al TM-IiE[) PER CODE 6) 1 COLED SEALANT REQUIREMENTS arAo nmciGm CI Ar IWv AND 1MNr)f)W FRAMF ��.. . - 3) SEALANT WINDOW FRAME T( WINLX W BUCK ALL 1 HIL WAY Alt( UND, 04GLUD04G 04LL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMS. SILL AND HEAD DETAIL APPROVED SiiFATi9Nki; APPROVED HOUSEWRAP STnUCTALATH TWIN TRACK 2.5 3+4' CEMENT PLASTER 12 mu imi+n) nRYLox r)(TA`Mr" APPROVED rLASHING TAPE "%r SEALANT SOCKET WiTH TOOLED APPROVED SEALANT WEA f HEII __ FILM T IVE = BARRIER WEATHFR WE BARRIER & IARILY SECURE WOOD FRAMES CONfSR 1L EXTERIOR SELF -ADHERED 1FLASHINr_ SHEATHING BY I APPiNG DOWN OVER RIM.tOW ANO ilP WALL BY S IN. V&A I HEf RESISITIVE BARRIER SrAL TOPS i7f .hill JNLILH L)EC.KIW-; (srr DFTAII WP07) ED FLASHING FIEAD FLASHING TIE-IN II STRUXTiONS- 1. OA, lord up b temporarily secure weather f resistive barrier above treader to allow for dashing installation 2. "f- df~ flashing OILK held flashing undor weather resistive barrier � 3. Fold rather resistive barrier back over head flashing and anal with to SELF -ADHERED FLASHING Scalo; NTS FLANGED WINDOW WP® 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER s SELF -ADHERED FLASH!NG HALF ROUND WINDOW SINGLE JOIST SELF -ADHERED FLASHING S[ :S f)6 02 WINDOW FIN INTFRFAC:F wlTl l SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST 1ti3.9NQ; UWSLE JC HST WOOD BEAM BELOW SELF -ADHERED FLASHING 2 WP07 SELF -ADHERED FLASHING 2X FRAMEWALL---, PRODUCTS DETAILS TILE FINISH----, WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBA:° RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as C) In each detail that corresponds to the numDerecl items in Me list of instructions Below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Serf -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the fishing accordingly to fit tight to corner A. Mechanic"alty fasten as necessary 1/2" DUROCK­_-__-___ 8" CMU ---- --- 4"OR8"CMU (PER SEAT DEPTi- FILL WITH GROUT SLOPED MUD BED- VINYL SHOWER PAN 1'4" PER PLAN PER PLAN SHOWER SEAT 4 gVt:At MLII I(eaFS I IVL 1ARRIF R SELF -ADHERED FLASHING EXTERIOR DOUR WITH DECK - SECTION A Ft`LFRx?� tfFATr��'s�3 .114--I" BFAr) OF GONSTR ADHESIVE TO BE APPLIED UNDER TIIRF,31 Wx () CX IIXK)♦Z ANr) Ri Tt)Rh i IJIJ JAM13 B". USh L.IQUiD NAiL BRANL, oQ rou&t- WFAT))r P Prom CAL IT ItIN(; SECTION•AISEE DI FAIL sFL r-tV7HI~RFi7 FIASi-IoaG r3 SEAL TOPS OF JOISTS �+ LINUER IJE(.1 AK; (SEE DETAIL WP07) SFLF-ADHFRFD Fi ASHINC, EXTERIOR DOOR WITH DECK SELF -ADDER SELF -ADHERED FLASHING OU iSIDL CORNER > m z lI(JC3H f{t}CI(ati i3F31~Nla'+:t:� --------- WINDOW UNIT FLASHING REQ UIREMENTS �---� SLOPE 0.3 in: 12.0 in R703 1 General Exterior walls shall provide the building with a weather -resistant exterior wall envelope The exterior wall envelope shall %A` -I" RFADOF C ON;S:TR (0.6 crn : 30.5 chi) include flashing as described in Section R703.4. ADHESIVL TO t)L A L:EDUhDER SLLF-ADHLRLD FLASHING Tt IRFSI10i Dr Of 00ORi AND ICE: UIM LIII JAM13 s-- U:t; . Ukt!U R703-1-1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water ,,,`L 5'`"" `-' t`'A` `�;° ' r'` "` EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of PRO rCAMKING -CEMT. FiN. Y 9 Y S4-i i--��i)I!IdLLS i ! ;"�",3Ii1Nii �- BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. �- I WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other 3�--- -- approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt fait shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other LL_ - 7 approved materials shall be Installed In accordance with the water resistive barrier manufacturer's installation instructions. The No.15 asphalt rilM JOIST felt or other approved water -resistive barrier material shall be con inuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1, R703.7.3 water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two Ja efs of Grade D S,p q � )' paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING WP02 CEMT. FINISH SILK' POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT - INSTALL SELF -Ate ICRE U NEF-DED IN CORNERS ASPHALT ADHESIVE ADD IESIVF 6I ASHINC I. M14 X mFAf, THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing. vinyl flashing. self -adhered membranes and mechanically attached flexible flashing shall be applied I LA�;i ED1 `,2i L FLANCE'tdliy'AFLASHING� - srLr-ADHE�D rLASHI�--- shingle -fashion or in accordance with the manufacturer's instructions. Metal hashing shall be corrosion resistant. Fluid-appfied membranes ' � ,, (�rr DETAIL aNPO1i �'" : -1--_ _ used as flashing shall be applied in accordance with the manufacturer's instructions_ All flashing shall be applied in a rnanrter to prevent the f '-- SCORED entry of �.ater into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. Ail exterior fenestration products shall be sealed at the juncture with sELI< AL)Ht-Hf 1) I°Ir.SHM; ItiV ORL ' OLL4NU 5VURL the buildingwall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for r joint expansion and I � �e�r���arc•�Y�cxe,e Phh+ing g proper J (� El�RIJr. ""'"°'� ' " 4 A �« ,,E a ,yMI contraction, ASTMC'1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as 1I�IIl IC:AS_I Y k ttC1Sf W_370rAOF ' flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the Surface of the exterior wall finish. Approved flashings TIRES►,csla shall be installed at the following locations: 1 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface cf the exterior wall _ finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings ► C2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the ,-. following: .� �5; 1.1 The fenestration manufacturees installation and flashing instructions, or for applications not addressed in the fenestration - � manufacturees instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are r ' not provided, pan flashing shall be inslalled at this sill of exterior window and door openings. Pan 11 bNng bhall be sealed or } , sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2�) drainage. Opertings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. in accordance with the flashing design or method of a registered design professional. / �'j SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. Y V P V 5 INSIDE CORNER W P06 1.4 In accordance with FMA/AAMA 100, FMAJ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMAtAAMA/WDMA 400. 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco cooping:. a-AGround --a-- 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. - 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. - water Fiesitnt (3gitigi 7.7.At built-in gutters. LF-ADt3FRFr)FLA51UP i ,TCH iHLRLD FLASHING; t.� 2 VY! 08 a a Cr a w `' r't.ASTER STOP •---- CONTINi-It BACKER - LU Edit) A SFAI AN i w w = rr ¢ EL uJ own o q f- WP11 _, a ♦ a • v' T ♦ � A� a FoundaUun vvWI 4 a a a 41 FOUNDATION WEEP SCREED *t AfNA;: L. 4_ANL- VVRt3 60NO f3RLAK ' B r tP- Si_ ': All m WRAP DP WRB ONTC T,I,F VFRTIr',AI Si IRFAC.F TC rC)P IMF j I°LANGE AS AN AIR kiAF?Filttt 14i T INCH 1-LANGL ij s, THIS UAP IS A REST OF iNAI URAI SHRINKAGE °mod} NOT SEAL. 5C PEF0 PLA T C: ACCESSORY Z K) F- F= 1111.;AIY I ILILV L f{ Lath Sh. Mhing Stucco LEGEND SEL F A:) IE PLO I-LASHIW; ($AE ) - RAIN WW P( .A F LDP) YakATi IFI� iiT --.�T ANT SARRIFR ('WR8% ROW) RRFAK WFATtiFR RFSIS?ANT AARRIFR if: r rU RINRi (`ar) LATI i e P I AS TrRACC.F"iit)RY SH✓ri��I�ltr#Ca.''t}SB'. Pl.Ybltix�.J. HEALS `C.'�.��' S Lj`i I� LALAN I ~Fthri'TiTIi;]Gt�; FINt�i'ia rRUCTLIRAL FRAMING I HVV I VRAL SHLA fKt#.i I Ills' OF SAF TAINA(ir Mi ANF Ytr2r1 � i nl�t-fi.K wires :1ATH WP10 Cement Piaster In accordance with ASTMC926 over wood 2nd fir THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in ordanoe with ASTMC926 - Felt backed metal lath in accordance with ASTMC 1063 Building Paper -7116" O.S.E. sheathing - Metal Flashing Weep Screed Installed As Per• Manutact. Specs. Maintain Bottom of Weep Screed 1 117 to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE _.._....._._w._...m......_.-.........._. C: 0) U -+-t (1) : C(J 0 .iC3 -p 5' C C Lo U_ cts O Cu 3 Q 20 28 Virtual view Assist, Inc. Plans Review ompleted and appr for compliance h the 2020 FBC 7th by Debra one Klahr PX2300 718" Cement Plaster in accordance with ASTMC926 Fek backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to bpraulked iming Stampede or sim. caulk for al • Sri -V r� VJ CID L. Q. Q Q w` ICU CIO LIJ Z ♦Z Q J iL ...�._.�_SHEET N0. WP1 so r