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HomeMy WebLinkAbout6201 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG - MOULDING VERSION DESCRIPTION OF CHANGES - SHT NO: TITLE AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING THE FOLLOWING TECHNICAL CODES SHALL APPLY: 1.0 PLAN REVISIONS CS COVER SHEET Ce, AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TYPICAL TRUSS CONNECTOR REVISION A2 1 ST FLOOR PLAN ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 t co 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE A3 2ND FLOOR PLAN M AT -ALUMINUM THRESHOLD OC - ON CENTER . A4 ROOF PLAN m A AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE. Lo AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME ( ) A4.1 2ND FLOOR FRAMING & ROOF PLAN "`� co BFE - BASE FLOOD ELEVATION OPP -OPPOSITE 5.0 ADDING K, L, M ELEVATIONS A5 EXTERIOR ELEVATIONS 4x N4 BM -BEAM OPT -OPTIONAL 1.6 GALLONS Lo A6 1ST FLOOR ELECTRICAL PLAN BLK -BLOCK OH - OVER HANG 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX A6.1 2ND FLOOR ELECTRICAL PLAN 2. WATER - FLOW RATE.: Q BLDG - BUILDING OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES aF; PUBLIC FACILITIES LAV 0.5 G.P.M. \\\ BIRD -BOARD PNT - PAINT FINISH SN1 STRUCTURAL NOTES $ A O °6 'P° w BRG - BEARING PTD -PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. S3M FOUNDATION DETAILS �� x BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S4 FRAME WALL DETAILS 0 BUC - BUILT UP COLUMN PERF -PERFORATED cl - - S5 ROOF FRAMING DETAILS CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS' CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC Uri ` CLG - CEILING PKT -POCKET SS RETRO FIT DETAILS ,J N w CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS Q CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS z z CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.0 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PAl .1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA1.2 PRODUCT APPROVAL N LO':� E CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES > O-N o CON'r - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA1.3 PRODUCT APPROVAL N L. co 6 CTR -CENTER REQD - REQUIRED PA1.4 PRODUCT APPROVAL } co PA1.5 PRODUCT APPROVAL } O u CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 N V -0mDP - DEEP , DTL - DETAIL DEPTH RSO - ROUGH SAWN OPENING E o c o - ROUGH SH 1.0 HURRICANE SHUTTERS Q GUARDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS � DIA - DIAMETER Sc - SOLID CORE SH 1.2 HURRICANE SHUTTERS � N Q DIM -DIMENSION SCP - SCUPPER STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS S w Q DISCON - DISCONNECT SCRN -SCREEN Q V 00 DW -DISHWASHER SIM -SIMILAR SH 1.4 HURRICANE SHUTTERS L.F;, DR -DOOR SHLVS -SHELVES Q SH 1.5 HURRICANE SHUTTERS O a v CHIMNEY &FIREPLACE DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 WP1.0 WATERPROOFING DETAILS DWG - DRAWING SH - SINGLE HUNG WINDOW WP2.0 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS WP2.1 WATERPROOFING DETAILS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS EQUP - EQUIPMENT STD -STANDARD STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS ✓' EXP JT - EXPANSION JOINT STL -STEEL AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE EXT - EXTERIOR STRUCT -STRUCTURAL ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR FIN FLR - FINISHED FLOOR TEMP -TEMPERED SITE INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG -FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TIP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL uj FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS °w � w C w o FIR DR - FRENCH DOOR VAC -VACUUM W W UJ w o Q ¢ 2 a ¢� Y z o z C� w � -r O LL () LL 0 GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS INTERIOR & EXTERIOR AND WITHIN 18" OF _U Q 3 R J 0 � � o co 0 0 " ( ) Q a D o<z,�w_zm� �¢Q GA - GAUGE VERT - VERTICAL FLR TO BE TEMPERED GLASS. (SECTION R308) F- p o w w w o 2 o w o o m 0z z � u GB - GRAB BAR VIF - VERIFY IN FIELD O O � o�> Z o Z Z w o W 0� CL GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF Q Z _j< ¢ o w ¢ 7 _ w z , v a GLS -GLASS V -VOLT o Q 0 0 0< Q w DIMENSIONING: LL ¢ o w �_ i � w 0 GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: GYPBRD - GYPSUM BOARD WH - WATER HEATER HD - HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF $ HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD p HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O HC - HANDICAP WDW - WINDOW FURRING\ N INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD z W INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: 0 LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING U) ti T L- LIGHT TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING � CD Cp4 p MAX - MAXIMUM A.5. DOOR OPENINGS: 0 M 0 MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING Q m � MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED a' U) IL qq- MTL - METAL U) � FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR MC - MEDICINE CABINET FRAME Q W Q Lo MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER ~ 0- M OF DOOR 00 A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH Z U SURFACE TO FINISH SURFACE SYMBOL LEGEND . A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER Z B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND p FA = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. FOOTING CALL OUT - C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: d. P DO 1 INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES STEP DOWN STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C= SEE FOOTING SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - A9 ELEV NUMBER UNLESS OTHERWISE NOTED � PRE -CAST LINTEL CALL SHEET NUMBER ARROW SHOWS DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OA = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED j SCHEDULE ELEVATION MARKER All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE I 1 L SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED ---ELEV NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - SEE LEDGER SCHEDULE 4 A15 2 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND ' LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE ' F---ARROW SHOWS DRAWINGS. 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER o Q o 0 N N O CD O N O O O O r r N N O r r O O O i ' 0 O N 0L) W CD > r N Lo APR 0 8 2023 QZ 4_0W O O W Woo N NARSW U UV� ir±gal Rcgdiov Assist, Inc. -0 O O�OLU< P12,"s RMOw cum and approu � Z a a coE l €aa,:cc v ;11 the 20,0 Fps 71 dilloo ¢ �d Q"��� -mLENNAR TAMPA DIVISION 0-.-,0 N � 4600 W CYPRESS ST, SUITE ZOO NOTICE TO BUILDER &ALL SUBCONTRACTORS w M�� TAMPA, FL 33607 Q ° gz LL IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z z 813.574.5700 00.0 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING zLICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPTV Q HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEWALL THE 0 O n- INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE 0 M I► COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE LJJ NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR Q MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL w CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION c r- FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE W T" N INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE LAST PLCi r DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK2216 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND z O APPROVAL BY THE DESIGN PROFESSIONAL. J CC�IER SHEET 30'-0" OVERALL 13'-0 1/2" 6'-0" 10'-11 1/2" 4'-0" T-0" 3'-10" T-6' T-5" 4'-3" 6 4'4" 4'-0" A 0. 4'-8" 00 1)" a ELEV S3 HB 1 M Q Q Q 01 13 QEl C I T ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 1 Li • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER I 6 MIL VISQUEEN VAPOR BARRIER Q I - 6 9'-8 1/2"" • MECH. COMPACTED FILL TO 95% OF - I CD w REF --t MAX. DRY DENSITY N I CO w I • TREAT SOIL W/ TERMITE POISONING OR I N BORACARE TREATED LUMBER IS AN 13 I z 4 I ALTERNATIVE TERMITE PROTECTION TO _7 I v SOIL POISONING (TYP) o ED I I 13'-10" 16'-2" C.J. I C.J.13 I ip B I 1 80 ;li c x a 5 B M I i.0 d I 1 9'-5 1 /8" I ELEC/PLUMB GG CONTROL JOINT �� S3 M — ------------- I— 1 \ -- 7'-3 3/8" v - cn J CV J O � � ZQw ON N 00 N 00 N A Co N J N A OO N O M ■ ICI FOOTING i 13 z 1 (4) STUD 51 COLUMN W/ (S) C "' —' I HT74 AT BASE D � U O Zi v Z I I 7 O 1 0) p K �r w ^GG T-3 3/8" io O0 S3 CO ELEC Dl 1'-9 WH2 Cc ELEV I 8 S3 OoV 0'-4" I 13 t= BO of I O U 01 �I °1 B [_ I I — — — — — — 1 CONTROL JOINT — o— ---- N — — — — — M SEE DETAIL D/S3 N FOR FRAME WALL J TO CMU CONNECTIONS I I i4" ELEV (-) 0'-3 1/2" 7 5/8' 3'-8 3/8" 2'-8" U40 � o0 d 4'-4" 5'-8" 20'-0" 30'-0" OVERA' FOUNDATION PLAN (ELEVATION B' 1/411-1-0 Y-4" 0 ;T 0 0 � o zo V O O V' 0 IT 0 N .• u FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL M = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS P = WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION (/ 1/2" DP X 9 1/2" WIDE RECESS Q NOT USED 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN REF �7 WASHER 8 W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8 x 8 DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24 SO x 16 DP #5s 6 O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2029 HE 1th Editior by Debra Anne Mahr PX2300 -�z„�„` Y N O h to , r � P e l04 b ii .S f 1qq co h ` LO co LO 75 ¢ O w Of o z N N Lr) O N 0 '0 9 U 4) cy) co N V ��� m c t :DOo U � o o O LL 9 Q i LU o E .Ma V V � � w Wuj� �¢w ~p Fz- D U�) Q x z �'0C <1VO0_j0 CC Q� Jp �°W0opaoz�mz� OO wn a�w�LLOf< > O D� CL Z LL Qom— 5Z�wp�U�Q 00LL1x : �"' << LL ¢ O i� O O z CN LU U) O 0 F-7 M O J ( vJ LL I` a- or) Z V W W J� CD I I I O o O NO O c- NO N o M O N N O N N N N N CV O Ci O 00 O O 0 N N I Z O NU-) W o a 0 0 0 0 l i > -1 N M ' Cr M co } � Zz w O j W ? t� 0 U w00 UUcf) ^ 11 �zj O M1 a' z a a WLIJ Q = T- mw N ~moo [V zo= WCL �� Q gWL z az z �, z �� U Q 0 _0 m z ¢ z w W J ti LAST PLOT DATE O • March 23, 2023 Z 0 MONOLITHIC _j FOUNDATION PLAN B 30'-0" OVERALL 10'-6" T-3" 12'-3" 13'-0 1/2" 6-0" 10'-11 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN 3 1/2" H B oo ec 0 CO co LO SH 25 i o n �. HD AT 6'-8" ``' o (4) 16" LID DP SH REF M r7 N PANTR r 17'-9 1 /4" 6'-6" '-1 3/8" 2'-4 1 /8" w FLR FIN-_'_�'/ 0 o 0 d- LINE `V 8'-11 1/8" GREAT ROOM 8'-8" CLG--------' KITCHEN 2x6 KNEE 8'-8" CLG WALL TOP @ 34 1/2"' 11 00 O li q C N WO o SINK W/ I; II ` O °' z OO :�!l N DISPOSER N r N u -Alr 6 Q/S4 `I' FLR FIN HEADER T LINE T-4 1/2" 6-3 7/8" "' 12'-2 7/8" 6-9 1/2" (4) STUD COLUMN 0 to N LL - ¢ r DINING BEARING `t 11'-11" X 6'-6" WALL (TYP) ifl 2x6 8'-8" CLG m WALL UTILITY RM v¢) 8'-8" CLG 0 0 ❑ C' N ' ,r N N D=8' GM 8 CLG (2) 2X6 Q INSULATED WALL 20 MIN FIRE RATED DOOR W/ WH W - HEADER IL WEATHER STRIP 4.. 0I M TP U rn _ �r INSULATED PROTECTIVE G BEARING BOLLARD S3 WALL BEARING WALL (TYP 10 9 - CG -- -- ° S3 TWO CAR GARAGE $ r CD 8'-8" CLG 36" H N N 6 LOW r r -- -- WALL 5 — -- //T 0 0 4 FLR FIN N N -- LINE 3 1I LINE OF GARAGE 0ONT P` o FOYER ___________ � _ IN OPEN � 1 o P M 5'-11" X 3'-7" POSITION C36" 8 8 CLG HA DRAIL I SEE DETAIL D/S3 FOR FRAME WALL TO CMU CONNECTIONS SH12 34 HD A 68" co, o0 TEMPERED 1/2 0 [(A)3�4'-T' 4'-1' I _E N-TRY 16070 8'-8" CLG L— — — — — — — — — — LINE — — — -- OF — FLOOR ABV 1'-4" T-0" 1'-4" 3'-8 3/8" 2'-8" 16'-0" 1'-4" 7 5/8" 10'-0" 20'-0" 30'-0" " OVERALL 1 FIRST FLOOR PLAN ELEVATION B 1/411-1-0 7 5/8" 7 5/8" 7 5/8" z w zX =m J �w ❑> J fi- 0 t0 TIE BM AT 8'-8" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL SQUARE DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T,P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R 4.1 HIGH PERM, 1/2" GYP Ed k NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO p = FILLED CELL W/(1) #5 VERTICAL �gl = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA CO to O cli YY¢ 0y g :� N \ Cl) O sY� 4 0 c r AR 5 1 1 ¢ ` Z W ' 0 1 ❑ w ❑ z V J U N N E > O N o U MW c N f� M O m 2 '0'W AU, E� 5 Oo c CO 2 o .� p `,0 o Q - sU b�Q QN L 00 O CO 70 C) ° W W W 0w v6 w0E- w�¢ ` � Q Q<z� Z M�� J� O� W� LL U Q � J 0 ¢ 0q)MEL LUX0 owoom❑? O Z Q Q Q O w Q Z w z 0 0❑CL LL OW O� �1-F- :2Lu ❑ Fn QQ� lL Q O L MARK RISERS TREADS LANDINGS TOTAL RISE $ fA 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" 00 Z N SQUARE FOOTAGE: AREA PROPOSED > co O FIRST FLOOR LIVING 930 M O SECOND FLOOR LIVING 1287 Q M 11 TOTAL LIVING SQ FT 2217 ENTRY 54 GARAGE 01 < ::I � a- LO M TOTAL SQ FT 2672 W 0- Q T_ INSULATION REQ. z v LOCATION R-VALUE / TYPE Uj EXT CONC WALL R-4.1 HIGH PERM W 0 EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) I laa' I As per Florida Building Code 7th edition (2020), I I I Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL I I' TRIBUTARY AREA (ft)2 INTERIOR END t� 10 39.4 -42.1 39.4 -51.8 �� p p o r N CO 20 37.6 -40.5 37.6 -48.6 N N N N N N It r• CN 50 35.2 -37.3 35.2 -43.7 0 o N o O o r r o 0 o I 100 33.4 -35.6 33.4 -40.5 ' z O GARAGED 30.0 -33.9 30.0 -33.9 CN U , W w o 0 0 0 0 0 ; > r (V M 4 ui co I vJ zI­— ¢z O �, z w + W W z 0 O �U zj LO .Q 00 ff❑ 23 � Q z W � �U I— ¢ mftw N C� I— I— O N tY z❑o� Virtual Review Assist, Inc. ' ' Q O Z W O Nans Review completed and approved �Of on11�(anwe��tl the 200 Fd � w u_ 7t1 Edition z U az by Debra Apne I>ahr Pzo �/\1. z� 0 U O Z A2 ¢ z w W J r` O LAST PLOT DATE • March 23, 2023 Z04-1 0 . J 1 ST FLOOR PLAN B TOP T 18' 0 0 0Q v 1 N e 4" 4" 2'-10" DN SH 25 HD AT T-3" EGRESS 10'-6 1/2" 15'-4" OWNERS SUITE 164" X 14'-0" 8'-0" CLG T-3 3/4" LINE OF ROOF BELOW- SH 25 HD AT 7'- "11 N i— rn N SQUARE FOOTAGE: WALL LEGEND: GENERAL NOTES: AREA PROPOSED 2X4 INSULATED EXTERIOR STUD W/ 1/2" ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL GYP ON INTERIOR SIDE UNO FIN AWAY FROM WINDOW FRAME. FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 NON -BEARING 2X4 STUD W/ 1/2" GYP. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES TOTAL LIVING SQ FT 2217 UNO WITH THE MANUFACTURER'S SPECIFICATIONS. ENTRY 54 BEARING WALL 2X4 16" O.C. W/ 1/2" INSTALL RND DRYWALL BEADS AT HORIZ & VERT GARAGE 401 GYP. LINO CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS TOTAL SQ FT 2672 ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR NOTED. ALLOWABLE WIND SPEED DESIGN PRESSURE RESISTANT COMPONENTS. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS- REC CLG SURFACES SHALL HAVE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, STAIR DATA SMOOTH FINISH. Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) STAIR MARK RISERS TREADS LANDINGS TOTAL RISE THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. and ASCE 7-10 Methods WALL 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" THE GARAGE IS TO BE SEPARATED FROM ADJACENT TRIBUTARY LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AREA (ft)2 AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" INSULATION REQ. INTERIOR END THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) 10 39.4 -42.1 39.4 -51.8 APPLIED TO THE GARAGE SIDE, LOCATION R-VALUE / TYPE 20 37.6 -40.5 37.6 -48.6 TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. EXT CONIC WALL R-4.1 HIGH PERM TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK 50 35.2 -37.3 35.2 -43.7 TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. EXT FRAME 2X4 R-11/R-13 KRAFT FACED ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. EXT FRAME 2X6 R-19 KRAFT FACED 100 33.4 -35.6 33.4 -40.5 ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CONDITIONED CEILING R-30 BLOWN -IN CORNER SHELF = 56" A.F.F. GARAGED 30.0 -33.9 30.0 -33.9 (INSTALL BAFFLES AT EAVE) MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. GARAGE SEPARATION R-11/R-13 KRAFT FACED 30'-0" (GARAGE / LIVING) *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR OVERALL T.B. AND T.P. 16'-7 1/2" _ LOFT 13'-4" X 10'4' 8'-0" CLG 13'-4 1/2" N CM 3'-13/4" T-15/8" 3'-5" � J Ld i c c •TPI N r26688 H #2 ' CLG "' �� r2668 r 0 0(5)1 R & S iL Ma0 v WIC N16 8'-0" CLG 111 T-2" 6" 5'-3 1/2" cv 5'-0 1/2" Of OWNERS BATH 266 8'-0" CLG I 0 TB iv cc C.0 0 TP — —J R&S �SHW HD & VALVE 60" x 36" SHOWER AHU PAN BEDROOM #5 10'-01, X 10'-11, RETURN 8'-0" CLG AIR BELOW 1 T-8" `L5'-2 1/2" 5'-1 1/2" 068 BF R&S St rC(2) r--R&S 10 (2) 2068 BF ATTIC ACCESS BEDROOM #4 10'-1 " X 10'-7" 8'-0" CLG BEDROOM #3 11'-4" X 9'-8" 8'-0" CLG - cV 0 --1 N 11'-7 7/8" co -7 1/2" 1'4 1/2" 10'-4" d. I BEDROOM #2 SH 25 j u_ 1 l'-5" X 10'-8" HD AT T- " 8 -0" CLG'. CoCo EGRESS - CDc0a oo 06 o — — — -� (2) 2X6 HEADER R & S SEE M/S6 - TYP. 2ND I FLOOR WINDOWS T-2 1/2" 10'-0" Sh 1b SH 25 H D AT T-3" H D AT T-3" EGRESS 2'-91/2" _ _ 7'-2" _ 7'-2° -In 30'-0" OVERALL SECOND FLOOR PLAN (ELEVATION B 1 /4if = 1'-011 14'-4" 4" MIn N w U)a(D ow LO ih co New co ow 4" 0 N (V cn LOFT RAILING ON OPPOSITE WALL - PROVIDE BLOCKING AS REQUIRED NOTE: HANDRAIL TO COMPLY w/FBC 311.7.3 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. ENGINEER SEE SHEET ST A3 TRUSSES \ FOR STAIR DETAILS 1/2 DRYWALL PWDR ,. BATH I '* I ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER _ _ 3 STAIRS SURFACE AND ANY — ^ A3 > SOFFIT PROTECTED ON O THE ENCLOSED SIDE WITH I 1/2" GYPSUM BOARD. FBCR 302.7 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION LANDING AND DETAILS STAIR SECTION 1/2 = 1'-011 SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10" 1" NOSING CD RISERS CUT FROM I MATERIAL TREADS CUT FROM —2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL `NTS a Virtual Review Assist, Inc. Plans Review cernpieted and app 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. a oa tTET, m Anna V12hr PX?3 0 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD�(1) STRAP EACH SIDE) CENTERED W/ (13) 1 Od NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN T/WALL »' w O z a W v7 NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE, IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 4 WALL SPLICE DETAIL N.T.S. co N O N M N M LO 0 0 LO z w 2 O w W 0 z (D LO E /V) uJ s= �O o 0 co N U } "' co MR - NU i�t" -- u a 2 A) W L t ` o 2 go o 0 9 ¢ •N.i w�� ' QN n` W L 0o �00 C: ❑ w w� w w2�0 LU W < V ¢ - J0p�11� Up� 0 H C)��W0ZoER0om0z�� cn a cnww z �¢ >-0 O Z j<< WQozWZOw�oa (A LL ¢ow gF-1 gY❑QQ ¢ o� o ❑ ❑¢QEr �¢ o U_ O Z LU U O OF - MO Q U M LO �ti /� LO f I.L 0- co 0- 00 Z U W z W J O Cfl Mj 3 O 0 r` 0 0 N', O 0 N 0 O N 0 CO 0 C O N N i C)0-0 o !- 0 0 0 I 0 N W o a o 0 0 o LO > N M t.n CO i VJ zH zz C)-I--+ W a w 0 V �00 � �zj LO .0 O or< Q Z W-a. I � �. I-o I— � a m � w N ~-10 W Q zX0 C)gZ� v_ z az U � 0 C) z a z z w Uj J ti r� "C'­ o > LAST PLOT DATE Z , , 4_0 0 March 23, 2023 J 2ND FLOOR PLAN B 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. g ROOF CRITERIA Or, - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - e Q \ - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ° ;;. ,*s =R 2m 80 2ND FLOOR ROOF VENT CAM NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT o 2 �O ROOF PLAN (ELEVATION B 1 /411 = 1'-0" 0. IL ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 SQ IN VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1190 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 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 virtual Review 45sist, inc. roved Pia s Review cGin0eted and app a cel tiar,�: wit0 the 2020 E00 7th EditiOP GIrJ3ra P011e Kaahr PX2300 N LO', N nN (D L � U � N4- a�>1 N V D LMu m a c c .= oo E 2 c �o o Q •N N Q 111 QN 0^` L 2 c � O C 7 V co ^ a 0 LLj (/j W O I- LLI W �Q � LLJ=¢� z� UI W x�J�O<=0 WLUO0-iO Q U =qO=O=q_00min < 0 CWdW 7 LLJ7= Z::) J 00 Z Q~w0e0Z2Wo�ona IL Q o IL O O Z CN O� L :D ti Q�=MO Q U) M � U) ti Q W Q Lq M 00 zv� W J 00 (o sms Midi I O O O O O O O � O o � N N I Z O W 0 0 0 0 0 0 N 1 L� � N M 4 In O i c Z� QZ O z� O W Woo Cy) U rJVU) :DZ5; O oho Z d d to a LLI = mew (' zzo= Qom= gW� �— U W IL Z az �z Z 00 0 m z Z W W_j ti CD LAST PLOT DATE Z0 J ROOF PLAN B i I. I _— , t_ II_a F . .if lu P .;led .d L 6 Inkl, J. u.11 di Li I P. io LO N O CO zo co N rn 0 v 30'-0" 22'-6 3/4" T-5 1 /4" R= 6219 FT2GE .�, n I II I l �\A F-A� II � I I O —, t� W I� 1 I � � � J 1 1 2 (4) STUD C O\UMN S4 R= 6736;;;;;� XXX F-6219# 1 I I XXX � U_ I II ED UcEuc!) = S4 s'-`r, r' 4 yt- 10-20 _ it 1r FT7A F _..._ 4'-4" 5'-8" V-8" 44" 6-0" 2'-4" 6-0" 5'-8" 14'-4" 30'-0" SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION B' 1 /4" = 1'-011 O Oo O (70 0 LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED 30'-0" O KEYNOTE LEGEND KEYNOTE ANNOTATION BEARING WALLS O2 A/C CHASE O3 22"X36" ATTIC ACCESS STAIRS AREA LO M U U U CJ1 CJ1 E 7 o CJ3 CJ3 0 , , CJ5 CJ5 A7G U-1020# /A6 U-1020# A4 C?N A3 0 N 2 a CD 3 r` 771 A2 C?O A3 A4 A5 U-1225 # A8G �7 V CJ5A - CJ3A EJ7 O � , CJ1A U m C? U U B3GE 0 0 10'-0" SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' 1 /4" = 1'-011 REFER TO ENG. PACK FOR CONNECTION REFER TO ENG. PACK FOR CONNECTION CJ5 CJ3 LO J CJ1 co U V-0 5/16" Z-On V-0 5/16 2'-0" 2'-0" TYPICAL 5' SETBACK CORNER -SET TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING LABELING AND SPACING 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 HEEL= 12 FIELD VERIFY 12 2 PLUMB CUT 2X4 12" TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. LABELED END MARK HANGER CHART a� = HUS 26 (SIMPSON) a = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) Total Truss Quantity = 10E ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to 60' Spreadei 60 degrees ,/ or less 1" 1/2 ) 1 2/3to1/2 Ta9I line r span approx. Ta line r span "Pr... 1 REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 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 AND UPLIFTS ARE SHOA/ N ON ENGINEERING. J ►�i�i�i�i�i�i LOAD# DESCRIPTION INIT. DATE R/01 NEW JOB GBW 07/23/15 RA01 LC8 RDP 11/05/15 R/01 COPIED N320559 MADE NEW MODEL RFS 8/23/16 RA01 REV FLOOR FRAMING RFS. 11/25/16 RA01 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/12/18 RB01 REV. FG1 WEBS JRH 3/5/19 RC01 REV FLR RE'S HMT 11/29/19 RD01 REV. FLOORS PER REDLINE JRH 8/25/ CARPENTER —� CONTRACTORS - OF AMERICA 3900 AVENUE 6, N, W, LINTER HAVEN FLORIDA 33660 PHONE: (800) 9513-6806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT VARIOUS MODEL �221.6 CCA PROJ/MODEL/ALT 7A2 221 FB ALT DESC: OTC LOT BLOCK DESIGNER PAGE RFS DATE 8/23/16 LAN# SCALE 1329232R 1 4 II=� 4• co N cr N sr..s * J DOA4, f� .. r m Q'id. . j'�f 5r o 6 C0 e LO 00 00 A Qa $ s y g r z LLJ O Lu 0 z Q N (D (DLO W 6M C 1 N U p c� y N ch 14_ v) U _Q W E�� to 0o o 0 �0° •Lo I, LL.I QN 70 ��/ o E2 V CL i; LLJ Uj N Wrn W L W W 0 O r¢ Q IX zX z O(0�0j(Y 0. (D U I.- QO OQX JnJQ� ¢ zLL Wz20¢ C)11� U LLOZnW<p CL (UZj ��W7ZO�oaJ LL O W H LU YO¢¢ ¢ o o¢Qx oQ ILL0 0 0 04 Z LLJ O� U ti co O Q U) co 1 w ti W F- cM �a �0000 Z U UjZ3: Wo J O J d' AR 0 8 1/srtaal ReV1e4+f 559S IReIiQeE corsl(wt anco VVr€,h the d and 2,129 .'€i . ap rdy tl by Oehra Anne Kl f hr P 8G 206 th Nit I Or 1 1 O O O N CO O N ti O N N O N N O N O N O N 0 6 O CIJ CD O z O r O O O i O NLo W 0 0 0 0 0 0 1 > — N M L6 CO i MI Z W W < Z C)oz W z Im 0 V moo UUV5 pzj LO -0 O 0�<o Q Z X-_ QW -FNLD (V � Zo o W O zoo U a-Z°` LL z °- z 0-1 O 0- z z z LU Lli r o LAST PLOT DATE N • March 23, 2023 z 02ND FLOOR ROOF FRAMING PLAN B _ —T ----F-- I 1 911 -- - I --I � I J_... i ],1 oi, & Id IN i,ii ii.a tvi ,. _.ioG,6. T ROOF FINISH ROOF FINISH PER ELEVATION PER ELEVATION 10" PAINTED 12RAISED::�, ROOF SHEATHING 15 ROOF SHEATHING 4„ 2" 8„ STUCCO BAND 12 4 MANUFACTURED MANUFACTURED iv ROOF TRUSS ROOF TRUSS r# 4" 6" 21b. EPS FOAM ° MTL DRIP EDGE MTL DRIP EDGE151 - N N 2X4 SUB -FASCIA 2� ALUMINUM WRAP ALUMINUM WRAP z io �, Ll ALUMINUM SOFFIT 1'-0" ALUMINUM SOFFIT A- N 2 1/2" 1 1/2" 2 LB EPS FOAM NOTE: REFER TO STRUCTURAL SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT SMOOTH FINISH DETAIL SF01 SHEET SS FOR SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL ATTACHMENT DETAIL ROOF O/H DETAIL ROOF O/H DETAIL BRACKET DETAIL CORBEL DETAIL 5 6 7 $ 3/4 = - 3/4 - -0 4 = - /4 - 1 -0 11 2'-8" PAINTED RAISED TRIM BAND 4" 6" PAINTED RAISED (0 TRIM BAND 4" co 0 , N 2„ SCORED LINES 4 PAINTED RAISED TRIM BAND -2 LB EPS FOAM SMOOTH FINISH NOT USED WINDOW DETAIL WINDOW TRIM DETAIL GARAGE DOOR TRIM DETAIL 9 1]3/4 11 12 If ,_ „ - _ _ /4„ = f = 1,_0„ ELEV AT 18'-0" _ SECOND FLOOR CEILING PAINTED RAISED STUCCO BAND 11 7/8" STUCCO A5 OVER PLYWOOD c? CASING BEAD r W/ WEEPS OVER FLASHING ELEV AT 10'-6" 12 _ SECOND FLOOR FF _ ELEV AT 8'-8" FIRST FLOOR CEILING 41 WEEP SCREED PAINTED RAISED 00 STUCCO BAND co 0? in 5/8" STUCCO OVER CMU ELEV AT 0'-0" FIRST FLOOR FF FRONT ELEVATION B 3/16" = 1'-0" Moe C? M.� a 4' OFF RIDGE VENT .��1��11�I■11��111�1�111�1�111II�... © 1 ind::'m�::'IMINIMWI.r':1 ROOM 011II�f CASING BEAD W/ WEEPS OVER FLASHING 1'-0" O.H. -7/8" STUCCO OVER FRAME -DRIP "V" SCREED PAINTED RAISED STUCCO BAND 6" PAINTED RAISED STUCCO BAND 5/8" STUCCO OVER CMU PAINTED METAL GARAGE DOOR ELEV AT 18'-0" _ SECOND FLOOR CEILING z0 7/8" STUCCO W OVER FRAME q J M I L N J O.J. SS C.J. ELEV AT 10'-0" _ _ _ _ _ _ _ SECOND FLOOR FF ELEV AT 8'-8" CASING BEAD MID -WALL FIRST FLOOR CEILING W/ WEEPS WEEP OVER SCREED FLASHING C? STUCCO oo °O 0? OVER CMU cm ioallERIKEM ELEV AT 0'-0" FIRST FLOOR FF REAR ELEVATION B 3/16" = 1'-0" ELEV AT SECOND ELEV AT 0'-0" FIRST FLOOR FF RIGHT ELEVATION B 3/16" = 1'-0" ELEV AT 18'-0" _ SECOND FLOOR CEILING ELEV AT 10'-0" 12 SECOND FLOOR FF 4 ELEV AT 8'-8" I-2'_o'' FIRST FLOOR CEILING � ELEV AT 0'-0" FIRST FLOOR FF LEFT ELEVATION B 3/16" = 1'-011 12 5 12 5 � 4' OFF RIDGE VENT 12 5 4' OFF RIDGE VENT SHINGLE ROOF 12 I IIT I � 15 HINGLE ROOF I2= %8" W STUCCO o J OVER FRAME N —�I 12 C.J. C.J.I C.J. IC.J. IC.J. 4 -4 3'" 8'-8" 8'-8" 8'-8" 8'-8" T-4" MID -WALL CASING BEAD WEEP \-5/8" STUCCO W/ WEEPS SCREED OVER CMU OVER FLASHING 0? cm t`irtual Review Assist, ir larws Rd, ie; CQrnpleted ane ter'e ptianee With the 2020 FBC Ldition bY. Debra Anne Klahr NX230 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 EXISTINGSTRUCTURES) * 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) co o N Do co of + p� ; C> C g� ATIt 4 e V eg LO sue' r Q L '4 Lu O 0 w 0 z Q V) a) L0 0404 F O L L O co UM � A� E 'C t p Y/ 2 o _g o 0 LL m Q � —i Ui7. 't^n` V w aN 7W L I`0 E o 00 V a 70 W (7 W Uj Ly W 0H Lu lQ _ x¢' zof tOS2 0<�QLV000 wLLI Q Q U n Xo ZEW2Z2200 Q¢ H F- c)wWw0zOwoo°°zn fn � (5 W W (n Q W 3 0 0 Z QaQOLLIQV5ZLL1z�WWOOa. Q UU 0Lu �YQQ OW Z) 0QQT- 0 WQ u- O O z N � O > (n O M ti J u') CL 2u)LLti z W F— IZ M O < Z C.) Z W W J O O r� O o 0 N 0 CO 0 N 0 tV 0 N N N N O CD 0 O �— r 0 O C)i ' z O NW O O O O O C)1 LOi > r N M 4 6 6 i I Cr 00 v) Qz p W z� O V WOO V ) �z� O LLI °O�° Q Z CL F_ IX Q N � ��w [V O z5M W Q� � . Q O ILO U g�5 w LL Z az Z F U J O CL _p W z z z w W J r- � o LAST PLOT DATE March 23, 2023 z 0 EXTERIOR ELEVATIONS B 18'-01, -1 ITT TITITI 1 I 11 - TI - 1 I- - - - FLOOR FRAMING w 7/8" STUCCO o = OVER FRAME �I I I I I '-0" 6'-4" 10'-0" 10'-0" " 6'-4"SECOND ELEV AT 10'-0" _3 _ SECOND FLOOR FF 4 ELEV AT 8'-8" DRIP "V MID -WALL FIRST FLOOR CEILING SCREED 5/8" STUCCO WEEP OVER CMU —\,�j SCREED min^ Klkl� ELEC METER I I I L — — — — — — --------J FIRST FLOOR ELECTRICAL PLAN (ELEVATION B 1 /4„ = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS- WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. k NOTES: NLESS 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 RCOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL, BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets NEMA 1 01 #12 copper to 20 amp ckts 200 AMP #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS APR 0 8 7023 \1_?A� virtual Review Assist, Inc. pians Review coMOOt" and approved for compliance with the 2070 F C 7th Edition 4:!i Vi°era Anne ?s)ah+ ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° DOORJAMB DUPLEX io OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: 14 WALL o Z i— S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT 1HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE QSTRUCTURED WIRE OUTLET �— SWITCH AT 36" 6 3 WAY SWITCH AT 36" -e4Z- 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -Ee} CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE {- WALL MNT FIXTURE r NOTE: C TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 50W PAR30 NFL 6WHITE BAFFLE C " USEDIF BY 06 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -(- CLG FAN PREWIRE AND SWITCH cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C SMOKE DETECTOR =U-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 j 48"CLG MNT WRAPPED FLUOR LIGHT FF24:;:R 24" VANITY LIGHTING FFFF 36 -7� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR O CEILING MNT SPEAKER EM CHIMES (DELETE W/ INTERCOM) = MASTER STATION _11111iiZI ELEC PANEL VACUM OUTLET AT 12" WA CEILING RETURN AIR A/C REGISTER OT THERMOSTAT ED SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N NLO� N E O to V ,v_ M A� E _ L M 0 Lo o } 0 o �o o Q .Ns W�� �� QN 6. ^` W C �O � N 6. E70 a W U' W ow (6 w0E-- LU I—~ M J Q ¢< zO� ���Ja0a�¢�UO0JO F— J � > c% Q 0WOWOZOEOLuu5Omzz�U J — CJ 0 P -�"CL>�YOZZ�0<LU 0OJ LL O w Y❑ Q Q Q OQ O<< LL w O O Z N OF_ U) ::) ti M O Q w M 14, (n � l` z < W lq -��c'M Z U W J O O d' r� I I I O NO p N O N c— N N N M N N ti N N N N N O 0 o O — N 0 N o I I t Z O N W 'j' O O O O O O I i > � N M 4 6 CO i I Cr w }~ ZZ W Q� w O }, A W Z 0 ^ WOO U U U) i1 -0 0 ow- O�70 Q z a —IL w Q w �� 2 CAI � z o = W <�0 0 zwo U � a.Zw az z U 0 _o W z Z z w w J ti � LAST PLOT DATE o • March 23, 2023 z O 1ST FLOOR ELECTRICAL PLAN B l — _ -- -- _ _ — — I I I I ]I--T11 1 I: I 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 CAR 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 OUTLET S IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A,F.C.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. U �az3 Virtual Review Assist, Inc. Plans Review completed and approved toy compliance with the 2020 FRC 7th Edition by Debra Anne Kiahr PX2300 SECOND FLOOR ELECTRICAL PLAN (A, B, K, L & M 11411 = 1'-011 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° DOORJAMB DUPLEX OUTLET cn TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz k r� SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR E 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED 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" 6 3 WAY SWITCH AT 36" -cam 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL -OfA3- CLG MNT LT FIXTURE {B} CLG MNT PREWIRE - FIXTURE BY OWNER -}- SURFACE MNT FIXTURE - WALL MNT FIXTURE NOTE: C ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER T 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 C SMOKE DETECTOR =U-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP c 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 9F24:R 24" VANITY LIGHTING F;;F 36 :;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING �j EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR O CEILING MNT SPEAKER ED CHIMES (DELETE W/ INTERCOM) MASTER STATION i►�I. ELEC PANEL VACUM OUTLET AT 12" WAI CEILING RETURN AIR F71 A/C REGISTER OT THERMOSTAT ED SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. m O fF F, m N �, Y� , Cl)e' 4 S a q G o 00 r5 .tl ® ' d yry -10 ra s0 t° x Q W t X _ O w 0 z Q nN N LO L � U W co ai M 2 cN V -6- 2 M C E 'E :Eo U0 O �- a LL_o o Q •- 0 V w QN W 0o E� L, r\ i7 a Q) W Q w W W J w200 H R J CrCC Z W' Uj ¢ < Op - J 0 O� W 0 w U O Ow O OF¢- Z d Q O¢ ZIWL LLo Z2 OWWOtRooJ❑Za cWZwziW ¢0WwoWOpa�QpQ Q << OZawFWw LLJ ZQp aILL owea Op 0hY LL ¢ O I— LL O z W OI­_ U—)5ti 0 1.—:M Q (1)M O Lo � CA LL ti W U?0-c� 00 Q Q z U �- 3: Wz W J O O CD 4 O a N O N N O oN O O O CD\r � O O r O r N O CD\ O O ; z ' O NLo W 0 0 0 0 0 0 1 > CO v1 Qz a--+ O W W O O V W O UVV5 F_ 0 Z)z5; or< Q z a IZ Q0 F- W Q N(D W F— F-�W == N � ZO ■ ■ W 0 Qo? :q�2 ZWO r, `! aZLL W Z z �z �2 U 00 � A6. 1 z z w WT_ J ti r LAST PLOT DATE o N z O March 23, 2023 2ND FLOOR J ELECTRICAL PLAN A, B;K,L&M) -_. r—_. __F --- I P_-"I-TT-11 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS, 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING, 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7• "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1. 3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS, 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 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. t FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 f' 60 Ksi .Y 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 112" GROUT FILLED MASONRY: 3/4 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 /A 185M-14 4, 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-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 ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5, 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4,5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED 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 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cgcrete overpoq and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 3/". 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. Virtual Review Assist, Inc. oved pkaits Review cnnlplt�ted and ap $cv j"Offipliance, with the 21�2fl F� 7th Edition iiy Debra Anne 4„ahr PIA2300 io M W N cj 5 � S 6 @ u7 4 F ARC 0 cjle O LO 3 ,. T!• - - LU LU _ O 0 LU 0 Z Q N N LO W L 'L O N U \ ' 0 cy ti M OQ Om u N U E O �rnrn Oo o V/ O �"C m Q U� 5 'tn V LU aN W L 00 E Fs, 0� Lu cow <OXO O O JQ a O co-J =Ix U_00w Z1Q OOOm1Z p pO �dWo nW n� � O OZ O¢Q0< Ow~ OW 0 o<<0' o LL¢ FLL O Z W U Ir, o p I.-:M Q U) M � G W =q I-oCaM G Z U LU W NI - I I I 0 0 •- 0 0 N 0 N 0 N N � N N O O � O T r O 1 1 1 Z O N LoLO W Q® o o I I I jzj. > Cr 0 Z~ ZZ QW C)4-a }� W Z ZZ Q 000 U �Z� L) O or< Q, Z d0�D- `- ^ Ljjw< co H W N2 (� oI-o ZO= W p z�O (.0Q LLJ CL Z � Z Z F� 0 0 0 W Z Z Z LU J LLI �S1:N0 O T� LAST PLOT DATE . . 0 - j STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH . ,- WALL SHEATHING I l '•,. I I I } .. rL .,.. ... ......, i, GGAx1 1 L '4"-1" CRO` N) C)NG t STAPLES L S" O.C. E T BETWEEN 1SGAx1-1 /2" LONG (3/4" 1," STUDS i„NCkTED THUS: - 0FI-SET CROWN) STAPLES � 6m - Itl i 6 STAPLES BETWEEN STUDS AS SHOWN ®_ __.__ _. _ O.C. VERT INTO STUDS (NOTED THUS.-) METAL AT ATTACE1 DETAIL REV 09 24.21 SCALE: 14" = 1'- - 'EDETAIL EXCEEDS T-iE REQUIREMENTS FOR FBCR 703.7.1 LATH' "*ONLY APPLIES TO LENNAR TPA/J�.X4" 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 C O N H C G C C C� - 0o 1'-0" = ' o LO U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2 X 4" 16" O.C. 7-5 2 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154' (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE �, 15/32" CDX Co PLYWOOD OR O 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 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4'-0" + 4'-0" + + + + +++ +++ Z++++++++ ++ +++++++++ + Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x — P 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x —+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x — lumber FILL CELL STD. 900 HOOK r BOND BEAM U) w STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR � #5 CONT. ..... FROM NDATION TOHIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4" max. Clinch nails when 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 4" max. required when indicated or 2x :CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 1 Fnnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam C NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x 1/8" gap r x 1ti Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q/ Provide adequate bearing for each lapped joist. Odnails 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) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.` Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— IID A 1%" ROUND HOLE MAY 6", 6"" DO NOT CUT HOLES BE CUT ANYWHERE IN 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 %2" Bound Hale Diameter (in) 2 3 4 5 16 7 8 8.375 10 11 112 13 Rectangular Hole Side (in) Any 16" joist Span (ft) 8 1'-0 V-1 r V-2"n V-2" 1 1 1 " 2 1 3", 3 1°-:7", 5 1'-11," 6 2-4" 8 2"-9" 9 3'-2" 10 3'-7"d 12 V-0' 1' 1" V-2" V-2" 1 -3" 1'-0" 2'4" 2'-11" 3'-7". 4'-2" 4'-9" 5'4" 16 V-01" 1'-1" V-2" V-2" '1'-7" 2'-5" 3'-2" 3`-10"` 4'-9" 5`-7 6-4" 20 V-0 V-1" V-2"' V-2" 2 0" T-0" 4'-0' 4`-10" 5-11" '-1'1"" T-11" 8'- 1' 9< 1 "-1 " 1 ",2" ,I �-3" 2-5" 3,"-711 4'- , " 5"_10„ 9'-6^ NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series De th FEnd Intermediate BCI5000sO 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s011-7/8" BCI6500sO 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s0 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 7 5/8" 0 THRU BOLT SIMPSC w/ (22) ' NAILS 7 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset u up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to,top flange. A \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ''® LOCATION OF SECOND H10A SIMPSON H10A ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4' _0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL a a a UL a I I a -III III I i—III—I o I I• a a I I —I I —I —I 11=1 11 �� " -I � �—I � I —I I I '' ''—III— . I III=1 51- 111 FINI GRADE''-1 I— I —II III III III IIIII III I�IF_ SLEEVE THRU STEMS SEE PLAN FOR °• a . • • ° FOUNDATION INFO a STEM FOUNDATION GRADE REINF. SEE PLAN a Q.� X. 3 (2) #5 REBAR A/C CHASE �4�PVC� SLEEVE THRU FOOTING MONO FOUNDATION III L- --J SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE z�a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE TYP. FND. PENETRATIONS a aFi- N41 a pa SCALE: N.T.S. I —I `� :` a ,a 11=1 -III=IIa 1=III-111- APR 0 8 F a SEE FND. PLN. SIZE & REINF. Virtual Review Assist. lac. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX2390 xv F' » co M & IC N � a �S� t �@ I 9+, LO O LO A.00 5 3 a o- LU LU 0 w 0 z Q /N N LO V 'C 10 o U W B ai OM00 oo N V -0 m A, E L L m V/ u o y� o 0 T11•� p �o o a S U m a • V% W v N •■ QN cO �2 7��/ � }L� Ooo V V CL W (D W ow rn Wow Lu F Q W J wgg ezp Z ����a0¢w W Q Q U F- U_()0,0_,0 <00JzWLL0z20O~¢¢ 0cn�WOzOR00mzz U W w(n�2'Q=J O Z (n awfn W W Q<1<Lu z2ZOW�pa ILL OW �F i- -w0 ¢ 0W 0QZ�¢ U¢ 0 H¢L_ O O zw O� � ti CD p I.- co QU)COI� CL � LL ti < LJJ < Lf� z M 0000 Z0 W W JC) O I I I I I I I I I NNNN CD O CD O O o r T O I I I Z 0 Nw o 0 0 0 l I I > � N� M d- M1 U) z ~ zZ 0/ LIJ O „� W ? O V 000 UUU) LO-0 0O�Q 0 z a0a �— � F- Q UJ 1� N = � m�lu N Zoo LU Q 0 QF-0 z=0 (� _JzLL z Q F- OU 0 � W z Q z J UJ r LAST PLOT DATE o z O STRUCTURAL DETAILS _. i rr I 1; ----1T_ i�T . __—FTF�_,i IF.fld.;4u4iuT,7�,� .iar�d.�n�:-fl r 11 T F I I I I i T I. 1 I -te r-ice -T`E_ r--1 (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W! 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2P.T. HORIZONTAL NAILER NAILER TYPE 'IS" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 112" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER u) 3 1/4" BASEBOARD u_ MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER CD MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE � � °D ° V - Z 00 � M � =_111=111=1 I � , D 6 MIL VAPOR III D -I I - z BARRIER -I I III ,' ,� 4 IIII III D� 111= N COMP. SOIL. IIII (COMPACTED TO 95% -I I I I =III=III 11= MODIFIED PROCTOR I I I I I III —III —I I I I I NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5 z" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS c� PAVERS % S E E A/S3 0 R J/S 6 i lifil_IET '!1ii1!1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) a D ° -III-III-III-I m ° I -III -III -III 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH `' ° °=III-III=III- IIIIIII=III;- I 8„ TYPICAL INTERIOR BEARING SEE TYP. WALL SECTION SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. 0'-0" _J OIL ILC ; A.F.F. Q.A. a A Q. 6... a p° 4. ELEV.-0'-31/2" °'. C ...a a ° ° ° ° ° a O A.F.F. O 4 2x4 CANT. ILL 0 °a a °o d .a ,° 4a N AA. .O ° GARAGE DEPTH VARIES a ° 4 a Q. ° ° °... GARAGE SLAB AT STEP SCALE: 3/4"=1'-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 FOOTING MONO SHOWN00 o p ° FOR CLARITY ° D . ° . , ° D ° ° III =III=III=1 =1 I I=1 I I=1 -III -III -III -III -I I ff Z NOTE: D ° I g. ° ° D . III -III -III -III -III -III -I I � -III -III -III -_III -_III-_ N *FOR BEARING WALL I - III-III=III-III-III= T W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ -I I I 1=1 11=1 11=1 11=1 11=1 I f=1 11=1 11=1 11=1 11=1 11=1 11=1 -III, I I II, 11=1 11=1 11=1 11=1 11=1 11=1 I I -I 11=1 11 I II I I=ICI I I=III_ i' 11=1 11=1 11=1 I I-� II -1 1-1 FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4"---, ° e 'v GRADE' c °° I I =1 _I=1 11=LI F=I I I.-- -i — — — - 1 #5 REBAR w/ OPT. -1 I I- I I ; II 111 I I I II IIIIII 1111 I IIII IIIIII IIIII I r-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M CN 4':: ' . s ' M • — — n-• 4. -III-III 4 _ SEE A/S3ORJ/S6�-�lli~Illi� �I�1= FOR REINF. INFO. 3" MIN. CLEARANCE 1 -4 1STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS 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. 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 `,HALLS 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"'x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" r31/ (2) #5 CONT. U.N.O. TYPICAL BEARING WALL "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.( 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1 /2"(min.)- 4" MIN, TEP Cad SHEARWALL SCALE: 3/4"=V-0" 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 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"'x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY S FORM SUBMITTED WITH PERMIT GoN�o (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED1. BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° D M D• FINISH GRADE 00 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksi] -1 If -III 6 MIL VAPOR BARRIER - I ' In I I III I I D ° I I-III—III-1 _ _ _ = III -III -III -I I I-, 00 'xx R 1 7,8 —� z #5 REINFORCING BAR III D II- III -III -III -III r III=1 I I -I"="'=' #5 LAP SPucE COMP. SOIL. (COMPACTED TO IIII { 95% MODIFIED PROCTOR ASTM �— 1-III=III=III=1 11=III=III= D1557) fIII Illiillliiillliiillliiillliii�ll-T 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� CONT. BEAD SEALANT -$ m .a' a a. a Q INTERIOR 4. A a.. n ' CONCRETE NAILS W 11/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 N I I -III- I- I_111,11111 =1 M 6 MIL VAP( L BARRIER _ 111� �111 11 I I E 4„ 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 r ' WWF OR FIBERMESH 1) 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 'WWF OR FIBERMESH 31/2"(min.)-4" =III=III _ =III III=,1I -I l i III I III -III -III -III III -III (2) #5 CONT. I 14,I 111 �141 111 1 1 ,811 U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE w ° =III=III=III m ° III -III -III o . W I 1=III-III -i I I -III III=1 -° 1 U, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS Ill SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFC 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 ATTACHED PER NAILING w SCHEDULE Q Q w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. U) 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 It c,L FILLED SOLID (SEE PLAN FOR —,A SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.� `COMMUNITY SPECS (2) #5 CONT. =I I-1 ON 3" CHAIRS V-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE, 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH ° III -III -III -III- III III —III —III—' r TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.0.) 6x6W1.4xW1.4 WWF OR FIBERMESH SEE A/S3/J/S6 8" 1 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL .. EXTEND FILL CELLS TO FOUNDATION PAD _E d CONT. FOOTING STEEL MAT REINFORCING. r ' M co GRADE— — a c� I I1=1I °. 1=1I1=1I1=1I1=1' z =-III-I �.. III=III-_III-I I w 0 0 U)� I I II � II I II I III 11=1 11-, z z — 4. e a = _ "� -1 -III-111-III-III II 111=111 FOOTING w -I I! III -III -III -III -I I III-III-III _ I, 1111 I IIIII I IIIII=rl11 ,� I ...I I I-111- I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �i a co N r N M $ g c � N a }� �• ' jLO ® r O 00 f E c 5 W� f•• A R 10 a ,fq N' d ✓�' 4yLID .� Ci K WN'F SJ ® t Z w ate, O w z Q a) 0 (3) 1. o U Md M: co � .. N 5 2 u CO .IF`' 00 V) V M 0 L O E o o Ou-o oQ U m a .� W _ h VQ, _ la) i o E � Lu W N�LyL 0W 0�LL W�III Q W Of¢z� z Y0DOaQ U QcyXJE zOZ2 —W—f W ' W Q JOZ 0zWQ j<w<oI[Q LL Fn OW �H� �Yz Q Q =O OQ 0 0�< O z N Ow (n 0 0 � CcM Q LO CL J w '�^ w! HL.L'11M O Z z w W0 J O J i it i ' f Piarrs Revi sic 4ss'st. 1 c. for compiiarac cg9 c wits '# the tad ;�� it � 6{ y�yg 7 %��Ab 'T f y> - ygr, h o 0 0 0 0 0 0 N O z O NLO w o 0 0 o I I I Lo > N CO �r M� zz OQw }+ -1--+ LJJ z o z CDO z 0 �zj O off❑ z a�a � � ��w N Zoo Lu a- co ■ ■ OU 2~O - (0 Q J u- z �z IWO Q U J 0 O W � z z z z W r o LAST PLOT DATE . . O STRUCTURAL DETAILS - MONO i:.; i i I I',JI ti,,..., (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED �! EVENLY HEADER FLUSH TO OUTSIDE OPTION -OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VAR[ ES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 \TYP) SEE ELEV. � II SIMPSON SP2 w/ (12) 10d II NAILS AT EACH STUD CRICKET AS REQUIRED II SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO II 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.) �-ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 112" 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 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / .I . ••• .. . .- • . �7_ III �li 91 II II -ill' "�I-1 NOTES: C 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O 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. \\0\\\\\\\\\\\=o FORM CREATES CONCRETE RECESS TO 2x4 (NOM,) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FMOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK bUALL: N.1.6. a I. < n i . . POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL, RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT 1/8" THICK OVER WATER INTERIOR FULL 8x8x16 BLOCK RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d WALL ❑ 1F=7 NAILS AT EACH STUD CC DOOR OPENINGDOOR OPENING DOOR OPENING -� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS In L FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ ❑ BOUNDARIES 6" 0/C EDGES & 8" BLOCKING (T ) WALL ❑ ❑ ❑ O/C FIELD 2X4 PT F❑ ❑ ❑ (2) 2X4 PT SDTUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS IL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD L MAIN SPAN ROOF TRUSS MASONRY LAYOUT rD MOISTURE BARRIER UPLIFT CONNECTOR SCALE: N.T.S. �4� 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 VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO _ 88" NOT TRANSFER LOAD. WALL *TH1 E OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE d' n a N 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOPN516Z w/ (12) 16d NAILS 71" a a ° MOLDINGTOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF 58" �DOOR GE itq, SPLICE STAGGERED sJ-BOLT TRACK BRACKET 7 5/8" 8" SOLID AREAS ARE W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KSCALE: N.T.S. S4 HEADER SUPPORT NO.OF JACKS & STUDS REQ. AT OPENINGS OPENING2" 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 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER• EXTERIOR HEADERS: 10d NAILS@ 8" ONLY(1) 2x SILL PLATE W/ (2) 0/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. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ WALLS NOTED P.T. BOT. PLATEBEARING WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL SCALE: N.T.S. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. N u y/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a 12 (P) SEE ELEV. Z- 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 \--NAILED INTO TRANSOM TRANSOM FRAMING FRAMING ( P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON / LINTELS SP4 SP4 SIMPSON SP4 ° SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END =(:� < cc �U/^1 T G VJ 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE a 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565#SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" �OXIED A.T.R. i&NUT 'OXIED A.T.R. i&NUT DXIED A.T.R. i&NUT C ROOF TRUSS ABOVE 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ❑1=m o c BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 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 2X8 P.T. BOTTOM PLATE uu 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. Na for rer N - 04 04 A+ co s s Lo 00 Lo AR 0- E `y z4 w r s >: _ O 0 w 0 z Q nN 0 Lo - 6.i 0 o u W c0 � ai M +' ft +' V -0-0- M M � Er Oo B o ti o O Q i U a - •tom V w /N 0/�� 11M N o E- com a 0CL W w �� 2zLu oQL LuO LL O zQ 0XJ0Oz2Op_J0 , Z 0<Z LLtLL Q ou) Q0zoWoomzZQ U (?f U) Z ��a�zYOZZLLpW0�a Q�W���� gWo2V�¢ o� o oQZ a LL Q O E a LL 0 O O CN z W OF_ iU)O 0 � M O� 0 J Ln 2 (n ti < Lq z I—�0_M T- QUa00 z �— Wz3: WO J O d- bn 9 Viet"ai Review v_ c""l'et ssis°, I le I ii�nre Ws ith Me P o i d a � 2 d a 8� rov tpj Ei d fiffa ra r,nrjz� K, t .1. N o N ®' o o •- 0 N N N N CD 0000 0 r- O I I I ' z 0 N Lo w o 0 0 M o 4 I I I � � N � coLn co Z~ zZ Qw O W O 000 U DZ� 0 gr0 Qz 0-i7a- Lu r-I = 0 m � w N 1­-1.-2N z�0 oq) ■ W D- 2§2 Q O U zoo ILZ� z z O U z z z z w uicq J LAST PLOT DATE O . . Z 0 STRUCTURAL 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 - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS-7 IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 91, 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 SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL 45°± 45 ± NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. �.� LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. '� BLOCKING END • 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD ILT INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR T X-BRACING, AND TOP N "' SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION `° � � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1l " (2) 16d NAILS WOOD TRUSSES e0 00 2"x4" CROSS BRACE APPROX. 8" FROM N BRACING BRACING 2x4 RAT RUN 1 ]12" 1 1 2" RIDGE FASTENED AT AT 24" O.C. TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS /C FOR THE FIRSTO(4) (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0,148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1C/SS "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 HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO —� TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od IF >9" SEE 10/S6 WOOD TRUSSES �2� 0/C (TYP)AT y) EACH END @ i -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) �GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" BRACING w/ (3) 10d x 3" AT EACH CONN. 24" O/C • OSB SHEATHING ATTACHED @ W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) MOISTURE BARRIER E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" BOND BEAM SEE PLAN FOR TITEN TO CMU CONNECTION MASONRY WALL ARCHITECTURAL FINISH OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOPOFPANEL EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) tl D ("8� SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4 S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 1.1Y..--- 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 V MY 1 UL/"ll \IIYV GABLE END BRACING DETAIL 12" ISH SCHEDULE ATTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od Xo.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 2411 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) `-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN E S5 0 z w 2x4 BLOCKING Y 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od 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" O.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 J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 25 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Lu 0 o 1 � 0 z o w m o o , 0 w o o Q � o>� ----o ----w 1 u x a NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ( L AS PER BCSI SCALE: N.T.S. c+C SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL P 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 s apro�ed IiC 71h EdiliOn 113zo cae 3i,'�.- u M N N � hYcv Lo 00 to It �Y AFXV c O, Sao w 0 z Q ^N N Lo T E L i'o o 0 W p M N aUi � 0-05 t' V M S_ L O � 0o ��� � LLo0 0 Q s� �5Q T * �^V,I u Lu QN E W 00 E L � 7C)0'ate w Ooiuu~LL-j 0�g zw za¢0LLI 'w=01 0WLL00LL_jO p- (� 0zzmocH0ojF_ 0U) 2OEE00mzU �Oa>zYOZZLLpW0a Z Q <0wO�IQ--�wpU0¢ o 0 o¢z O< LLa o maw O z W O� 14 U) O 0�.:MO� Q w C J 0- I— 0- M pp Q Q Z V W W �c:) O mi d- I I I I I I O 0 O Cq 0 O 0 0 N ti N � N N N O _O 00 O _ O r _O e- T � CD1 i i 1 i 1 ' z O N Lo w o 0 o O 4 I I I N� M co } F- z z O}y }� W Q W Z zz Q WOO � .m O zU� O< Q z � = mew N °z=O LLJ�- IZ 0 Qmu) z§'o Q azof w z �z F_ OU oCL CL �m z LL z Z w ui J LAST PLOT DATE z O STRUCTURAL -- DETAILS INSULATION BAFFLE INSULATION PEfZ- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J w PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT cn FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = 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) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U- = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL- S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 7S6 ETAL SEAT ER PLAN 0 OR FELT PAPER FOR it I V MOISTURE BARRIER °°I 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 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) c� v 4"x4" INSPECTION PORT AT 0- EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. 0- a AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR MIN, 2500 PSI CCNC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c E ° iv . .. .' .a ' ° ° . FINISH GRADE 00 M ' I —III _—III—III—I ' I I —III —III —III III __ —_ 6x6 w1.4 'W1.4 1 I —I I I —I I IEE I —I I° .'° . a°, °. I I I —I I I —I I I —I I I- _ r —1 I I-1 I I-1 I I III WWF OR FIBERMESH -� II —III —III —I I I a °' I I I —I 11=1 11- _� z �- -' I (' „lII11 I' III- \—STD. 90`HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/Y MIN. CLEARANCE 4" 14 TYP 2-STORY WALL SECTION - SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO ST... 2nd FL00 BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 112" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL — *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od 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 FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 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) 1Odx1 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 CONNECTION R 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. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I\ WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION TRU B.U.C. (8) 10d NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1 /2"=1'4' S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.15 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E ° a ° _ _ �I�—III tl° ' .° d. ° d` . °_I III —ICI 1-1 —III _ e IIIIII— (3) #5 CONT. ON Y 8" 1 1'-8' 1 I CHAIR W/ 3" MIN. g' ! I CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" ADDITIONAL SLAB INFORMATION. w w = U) 0 II� 15132" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D n SECTION X-X IF Lu NOT FULL HEIGHT SHEET C Z Z G FLOOR SYST M (2)- 2x TOP PLATE .1 BEYOND I 5/32" OSB EXPOSUREI F SHEATHING w _ SOLID 2x C BLOCKING @ ALL G SHEATHING O U, EDGES (SEE OPENING III SECTION X-X a U C Ell a x E UJ 2x STUDS BEYOND. SEE PLAN o O 0 \-2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM iAiAi I ri r%rArirNKi niAnnAnA 3!8" "S" = NAIL 3R5" SPACING S 3/4" S 1/2" � / — � 11 S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X S�cFA p0�r 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.) �FN�°R�OR WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THAW/8". Q z ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL _ O NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) ^ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o �J w/ 8d COMMON NAIL J Ow ? W- O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > ¢ H O ¢ OOu> w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. z G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N u p O MEMBER IF GABLE END U- NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER.- (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR � FRAME WALL HEADER DETAIL / M (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. ` x 3116" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH d ° ° ° ° co ° d. (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 - PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO APR a -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 - APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS Uirtljq) Reviell QS,4S$° - AT EA. STUD P18116 ,CVR2V C9m. a818 and aljpr4Ved -2X P.T. PLATE - WEEP SCREED INSTALLED PER. M�V�Fp)1at1C�,t�2s E;pan -- by Oel��a � 00 FINISH GRADE -1 — I 0 z T I i r @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. N N C'') R ' g P� r% s C4 M 00/` 8 0 C 6>✓ 9 �4 333 00 Lo 4 L^ } as AR0015t" a AP T Q 4� ,W, $'.Uj Z - k 4 a Uj O 0 w 0 z a > W i. `� U d No N m omo *6 V) V m c ) M Z) Oo E o •� 0 LL O 8 ¢ ¢ • sU }4L u LL1 Q N nV) W L cO E � .2) t� CL W W LLI U) Wp o H-Q o! J o:q��zX z 1�XJZ 1 QU as z2 ofx zacno pwoomz U U)WWZ C_UW WwO�QL � O�pa0LLzQJ I �H gLu6QQ Q LL pw F o� o oQQ,Y ¢ o U- F. LL s� O O Z ui 0� U) 0 � � MM O Q�0 J Lf u) u_ ti U? F— cM <co <0— z �- W w �o O 1 I 1 1 0 0 N 0 N 0 N N h lV (V O 0 O o o e- � 0 1 1 I 1 1 1 ZO O NLo W w o 0 0 0 (V M 4 i 1 0 corV CI� Z ~ Z Q Z C)Lu W ZU) O C)C)UU) 000 F_ ow> 0 °�Q Q zLLI a�a ■ ^ ui m 2 W N 00' Zo= W 0 zO-e0 Q (� �Z" z a z LL U � O m Z z z z w L1J _I �— O LAST PLC+T DATE Z 0 STRUCTURAL DETAILS - MONO Y.SI IIII.L'iiI :,A-�­ _ DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T.FROM EACH END w/MIN . 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16' APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3° 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 1/4" MAX SOLID 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) 7/16" OSB 2 x 8 BRACE/ BLKG. J BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS gm 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 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. E N D PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG, AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON 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) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAID. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2x4 oll #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS1C 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 CONSTRUCT ION. 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. IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL r. W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F. F, p� 11=III=III=III=� � 1=1 � 1; k _� I �_ II1=1IF III 1=III=III —I I I —I 1-1151 GRADE D .. D P 11111 j 11 H p. p C'N') p z_ N � •D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN YP.) THE :S I IAIA00CDTARI C IAICTAI I Tlnl\l FILLED CELL INSTALLATION rH SEE ARCH PLAN AND RIF-ENG TRUSS DESIGN SEE NOTE 1 BELOVI SCALE: N.T.S. wn ALLIiL C I• BRIG1r4'ALL Ta'F"E ALU"L' C. FER PLAN I - 14" F 1-I 1C - "S Nf, F F:HAPIIaEL; --F ' FASTENED PER I -- IA 1; NOTE 2 BELOW -I _ 1- L�77j�,� CVENTED L''- ? T CON T )x4 N LEA � i'x BjOCKIN NIA 1LE F BI. CK,KING of 2 z -.' KA 1L rHORD E%-ERy 0TH;-R TRU C4X',',J BUILDER TO ",VERIFY PPOVI[ipE ',,,'�,)FFIT MATERIAL SPAN CAP.ACI' QN THE DEI;�11GN PREESL _35PEC IFIELp I C'HI +C„IIM4�'u11 C1iv1ENt NL� r 9 , ; LISTED IN THE DESIGN CRITERIA C gal SHEET SNI FOR 30FFI T ATTACH MF NT.AT ViW I. (IRFR Al.PHiA A I Al IN(", I= _ # E6.Ij-� . RODU'CTAPPROVAL) F CHANNEL FASTEINE!C`i, TI'v CTOU'Wi T NAIL 097" '-CIA, @ 2 I' 1L).eC. w? 518I'"' 1411N, EN4BEDNIENT 'WOOD wi (3) 161 GA xVT' iT:.DOWN STAPLES i§ 24' fAAN.. O.C. 11a PATTERN SUB FAST. lF STRUCTURAL SOFFIT S F01 SCALE,,,, ' 01' ) FOR ALUNfINUI` -,s F - I ITS Wl 051. 2? 1 1 1' 4 INSTALL fvl I,, D SPAN BL C. i a, i- IHESOFFI1 FL PA,IJ..T.#LLA,TIC'I, 1I -I-.' "REFER T,O THE PRODUCT APPROVAL FOR INSTALLATION DETAIL T, 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Jr (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + CRyGTIy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP m e EACH TRUSS Zz CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCAI P. 7 CCC CUCCT r1'7 AKIn z 0 u- 0 W U U cn 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT ° FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ° ,•" OVERHAN A, RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-0'I INISH FLOQf > 6 D p #5 BAR xx p. c 10"np p p CENTERED W/ 909'H D IN TOP o KNOCKOUT / zv _ CHAIR BLOCK MONO FOOTING AD D c p SIZE AND REINF. PER PLAN —P, E: ° p AND SECTION DETAILS -IV. o CLEAN FILL DIRT o6 z Z"'p, LSTANDARD o 0 99 HOOK N #5 BAR IN FILLED CELL,' , n , a h ° F ° STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. SECTIONN DETAILS ILLSSLAN STEMWALL SCALE: 3/4" = 1'-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC INTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE Virtual Review Assist, c. TOP SPACE BETWEEN EXISTING GROUT & NEW GRQO1Ts Review completed and appro MUST BE PACKED WITH NON -SHRINK GROUT (UGWALLXNI� O& o with the 2020 FBI; 7tI by Debra Anne Klahr PX2300 #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 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. !- fh N N CN \ CN JS✓.h.j' E Lo in AR TF LLI T j O in w rr z nQl) N Lr), W L u ` ' 0 co N 6 NM0 5 (n V O o u a W L O I✓ 2 10 O - Q, c t U�°Q.< 'L0 V w a� �o �LM W }L}� V ^ ) 4 V, Lu ❑- WoWwW ozW Lu I-Q < H 1Y ZC OX�OaJ0�IxLLL)0W OU Q =°woRoo0JaQF— �coa�omclz o OZ wIvOfp cw�LL¢O ao.u�Z W Z0�Ua a�¢ LL OW 22w Cj�o sQZ q Wa o O ZW O� I0��O Q (1) cM � u) LL ti Ln Of 0- cM z >- o�o < < Z V Z Lu W J o O d' I I I I 0 N O 0 N O 0 N O �- N O N N N N 0 C) O o o � r- o I I I I I I z O e Lo w o ors CDo I I I di ate• > C41 c'i d' I I I coLo U) } I- zz O¢w A--+ z co O V Lu 00 :Dz; Lo -0 0 0�0 Z 0- — � F- w 2 frW¢ rl = m=w (V (D F- 1.-2 fv Zoo Lu ■ ■ a zcr0 (� r0) C) dz� �/ Z z ry Q � OU 0 m Z z z w Wr J o r > LAST PLOT DATE ff ■ Z4-0 0 STRUCTURAL -- DETAILS - RETRO FIT 1I -- T l I --F- r I1-17 ---T-r I. i i I I if ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). VIIYIr JV IV IVIJ I &I VV/ kIV) IVV IV/11LJ FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW 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. BM STRINGER CONTACT\ SIMPSON A LSC EACH STRINGER LA't l.V I kJ IN 0CV CL DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING I PT NOTCHED, INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = 1'-0" SIMPSON A35 OR \ LSC EACH STRINGER 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS DOES NOT BEAR IN WALL SECTION VIEW "D" SCALE: 1" = T-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 12'.x SYP CUT TO FIT EARS IN WALL 2x12 SYP BEARS IN WALL BU LLNOSE DETAIL SCALE: 1" = 1'-0" INGER GLUED I NAILED SECTION D—D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS \ �o 0 W ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w! (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" 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" 3/4 PLYWOOD 3/4 PLYV\ 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK ON DECH MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON ;eP BLOCKING AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED x8 SYI BOTTOM, GLUED AND 1!2" NAILS) AND NAILED TO RAP AND NI NAILED TO STRINGER FRAMING ON MTS12 w/FRAMP d x 1 1/2" NAILS) 2x4 DRAFT 2x12 2x4 DRAF' STOP TREAD STOP 2x12 TREAD GLUED GLUED AND AND NAILED NAILED---\ < 2x4 BLOCH 2x 2x DR FT S P DR FT S P 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO G' STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS 1x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING E FOR DRYWALL SPACING B H H SECTION VIEW E SECTION VIEW SCALE:' = 1'-0" SCALE:' = 1'-0" SCALE: 1" = 1'-0" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN a ` AND." GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 a' TAPCONS @ MAX. 32" O.C. GA TOP OF STRINGER TREAD - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP TIN [ -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G -2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'4' FLOOR TRUSS OR CONN. TO BOTTi GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 OR W FROM JOIST TO JOIST. USE W2 X 12 BLOCKS, GLUED AND ATTACHED / 12d NAILS @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "O°' BLOCKING SCALE: 1" = 1'-0" 0 1 /rAI r% UUINO I r%UU 11UIV UC I /A1 L0 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" L POST LET INTO 'LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES "WALL JOINT YWALL TO JER JOISTS) APR 0 8 2023 STUD NAILED AND JED TO TOP PLATE A CUT INTO RIM BAND, JED AND NAILED TO BRING WALL BELOW Virtual Review Assist, Inc. Plans Review completed and apa roved for compliance with the 202P HE 7th Edition 'WALL JOINT 6y Debra Anne Klahr PX,)3bo YWALL TO /ER JOISTS) u 2X SIMPSON MT (14) 10d x 1 1/ SECTION VIEW "H" SCALE: 1" = 1'-0" ' fM F N v k'' ®' M N vL"4 M ! P 00 y e A & t001 1 Q Z Icy {rM1t � W Z <C M m - M 2 (N V O O ,� U rn W = m �} moo �S O LL ;� m Q 6^ 'N s Uco U w Q� L E� g C I� a - W pw w0� W� � 0'- z� Q z Q V 14D- JZ�?>Q' LLU00�0 0 Q �— �- Q 0 LL.Z g p z Q a aC/)O OzOIL 200mz U O Z�OzYOZzWQ- aQpLLJ L aOO >zL a LL D��QQO j QLLQ O IL O O IN z O� C :5 ti 0 F. � O <C�MLO U) LLti Lid M oo Z L) w LU J Q O d0- I I I o 0 O: O r 0 0 N 0 N N N N O r O 0 o I I I z O N w o 0 0 o I I I > _ N� M -,t 1 0 M (n �+) Z}F- w Z OQW }� W Z zz 0 U WOO U o �_ � _ I— �Z> LO-0 0OI-- Q Z d�CL `— OWQ m � W N Z5O oU) W <~Z) Q p zo�0 U aZLL z 0-z � OV O co z ST d Z Z W W J ti O LAST PLOT DATE O . . z J STAIR DETAILS .. FI_--_-T —f,' _ -._-- - -... _. _- -_- -_. ----------. - _- --__ - -__ -. -- -- - - -- -- ----- - __.. -._-_ _ __ _.- -- - - - ------ -.___. - - - -. i. i. F 1 a :E_i- IT TI, -F 1- T T I : If I--- ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 318 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY FE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE BF32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CRfi'� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.0B 8F12.0B 8F16.0B 8F20.OB 8F24.OB 8F28.OB 8F32.OB 8F8-1B 8F12.1B 8F16-1B 8F20.1B 8F24-1B 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 2110 2931 3753 4576 5400 6224 2189 4375 6113 754L 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 1 7547 36 7342 19 8733 19 10127 19 5' 10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1 1849 2047 19'-4" (232") PRESTRESSED N R NR NR NR NR NR NR NR 235 1 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1A68 22'-0" (264") PRESTRESSED N R NR NR NR I NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 1 250 450 654 884 1 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 CAST-CIr e" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10.OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26.OB 8RF30-OB 8RF6.1B 8RF10.1B 8RF14.1B 8RF18.1B 8RF22-1B 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 1 5048 7915 1 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS "�■-v SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU' 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (.64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N. R. 194 63 19'-4" (232") PRESTRESSED N. R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 " SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^ZT.441R4M SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CM�F' 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 ]227 9'-8" (116") PRECAST 3 00 490 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AMT-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12-1T 8F16-1T 8F20-IT 8F24-1T 8F28.1T 8F32.1T 8F8-2T 8F12.2T 8F16.2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608. 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1510 15 1749 15494 599 1028 1422 2053B1321 (144") PRECAST 470 9 441 723 14 936 14 g1272 1366 1512'-0" 470 543 928 1349 1948 (160") PRECAST 41815 373 606 14 783 14 962 14 11411413'-4" 455 770 1145 1444 1718 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105214 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1562 14 1801 14 1 T-4" (208") PRESTRESSED 187 255 404 12 520 12 754 12 872 12192 303 500 732 P637 1268 14 1470 1419'-4" (232") PRESTRESSED162 222 34711 44611 646 12 74612166 261 424 616 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 K(7 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 1 316 1 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10.1T 8RF14-IT 8RF18.1T 8RF22-IT 8RF26.IT 8RF30-1T 8RF6.2T 8RF10-2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 3374 1 4224 5074 1 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16 395 1 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 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 ° a >" D � a % ��'° >" D > D >" D " D D D c c c c c c c c c c 8F24-1 B/OT 8F16-1 B/1 T 8RF14-1 B/OT 8F8-1 B °a 4 H�D D as 8" PRECAST LINTEL W/ (1#5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED Col ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 4 1-1/2" CLEAR `Q C.M.U. Wcx _n a G =cn O mN"' LU w H LU ;° #5 REBAR AT W () U 1.1.1 .� cri ° a o W O O LU a BOTTOM MIN. (1) W¢pa�Z REQ'D QWaJ: Z -W<W 16GAUGE U c j ° POWERS STEEL W I­z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. Z1: = z (0 10 0 c --#5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM 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 QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) � � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 01 L -- - - - - - - - - - - - - -- i 1 ST FLOOR LINTEL PLAN (ELEVATION B' 3/16" = 1'-0" #s 4. VY . Inc. Plans Review cornpleted and aPPreved tee ccmPliance with the 20-0 F00 7th Edition h7 Rehm Anne €ilahr PX2300 i4 E � .. co N J '-� Vt LO `d�3'34'.� i1a LL ;. z W 2 O 0 W Z nN' N LO L lo W L o U M c a °" M � N n .,- 01 V 02u it A' Y/ 2 O 8 o o rn� o N Q VJ •^N, t U�: }4t W QN W V L cO E � .9 °- LU (� W ❑LLI LU 1)Lu _2 W 0 1- �� D J 0_<~z� �0gJ<0<�<�VO0JO Q Q V p00<ZLLW-Z��p~<< c3W�w0ZOWOo0mzz c� O z 0- U5 W W 7 < _j<<LU<< IZz LL00WO0Q J LL 00� �¢z < LL O LL 0 0 Z N O W _> 0 w M O Lo 2u)Lti Ln F- 0� 11 cM CL z> 0T0 Z U W LU J O O I I I I I 1 I I I 0 0 N0 N N N N N O � O N O � O O r N O N O I i ' Z O N LO W o 0 0 0 o O l c- cv ri v "i co I I � CO (0 � Z~ QZ W O W Z � 0 -00 U U O Or< Q Z L'u N = LU �LU F-W N O �O= W a2�2 I-� O Zo �(.0Q vgzLL LL Z a �Z Z U < p _0 z Z w W J ti �- LAST PLOT DATE O • March 23, 2023 4-1 Z 0 STRUCTURAL DETAIL -j B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTELE STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVIT,' CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (II#5U (0)#5L (1)#5U (1)05L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 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 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 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 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 .570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No. 1 T-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 256 256 188 2622 No. 5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No. N.R. (2) 7116 strand + 24'-0" 22' 8" PRESTRESSED (2) N° 3 (2) No. 5 1 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED •tip. DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P LINTEL/ r' QUANTITY OF #5 BAR AT :SOLID S-SOLID LINTEL -1 I LOWER LINTEL CAVITY [I8x16-P-1 L/1IU] NOMINAL WIDTHr j `QUANTITY O145 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 UFLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#51- (11#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL'S DETAILL'H' &'J' DETAIL W 2'-10" l'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No, 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12'4" 11'-2" PRECAST (2) No, 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1232 1232 849 1232 14'-0" 1214" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED l2 1 No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 Strand + 1291 1291 775 1270 2 No. 17'-4" 16'-0" PRESTRESSED (2) No. 2 7116 strand 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No. 2l'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No. (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) N°• 3 No. 5 642 642 306 599 F,.O,l DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL -1 I LOWERLINTEL CAVITY [8x] j 6 L/1 U] NOMINALWIDTHJ 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"x1211 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L #5 ( SOU 0) L #5) U ) L SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 2-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 &-8" 54' 5'-0" 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. 4T 1000 1000 686 903 TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/l U] NOMINAL WIDTH L QUANTITY OF #5 BAR AT NOMII'AL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (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" 2-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 1 10000 10000 10000 4'-0" 2-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 414" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 74" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No. 3 2 No.5 1074 1074 854 1121 12'-0" 10'4" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 83 8836 426 763 2 No.4 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 655 655 340 645 2 No 5 20'-0" 18'-8" PRESTRESSED 2 No. 3 (( (2) 7/16 strand + 607 607 317 601 2 No.S 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 524 524 277 526 2 No. 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 ­7 412 "1;: DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER UNTEL CAVITY [8xl 6-P-1 L/1 U] NOMINALWIDTHJ J L QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" 1 PRECAST 2 D4.5 WIRE 2 No. 3 10000 1 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54' 4'4' PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 .0000 5'-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 64' PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'4" 10'-0" PRECAST (2) No. 3 2 No.5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 17-4" 16'-0" PRESTRESSED (2) No.3 2 O 7116 strand 1368 1368 771 1264 2 No.4 1 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1084 1084 615 1095 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No.5 21'-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 877 877 501 966 No. 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 850 850 471 923 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED 2 O No. 3 (2) No. 5 740 740 393 772 1 •. Id yy yy DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLAINLINTEL/ rQUANTITYOF#SBAR AT S-SOLID LINTEL 1 LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINALWOTHJ j `QUANTITYOE#5BARAT NOMINAL HEIGHT UPPER. LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" 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) J (0) LL SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' 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" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0'' PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 I t DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P- PLAINLINTEL/ QUANTITY OF#5BAR AT S-SOLD LINTEL -1 rLOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINAL WIDTH I `QUANTITY OF#SBAR NOMINAL HEIGHT J 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 111' SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS, 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD)f2'" (SEE SCHEDULE) 2" ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN 00" STIRRUPS AT 4'-0" cc io 20 M OR WELDED) LO LOLn TOM BARS SCHEDULE 1 1/ " 1 MIN. 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL -ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD TOP LEG BARS: (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. W-7/32" PER STRUCTURAL PLAN Co STIRRUPS AT 4'-0" cc E2 MED OR WELDED) Ln SEE SOCHE ULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL -ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#4L (1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" 1'-6' . PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-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' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7-8" 6-4" PRECAST (2) D45 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-D" 10'-8" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No.4 15'-4" 14'-0" PRESTRESSED 2 O No.3 (2) 7116 strand +(2 2199 2199 1219 1846 No. 1T 16'-0" PRESTRESSED (2) No. (1 7 16 strand 2-4" 1698 1698 944 1546 2 No.4 19'4" 18'-0" PRESTRESSED O No. 3 2 (2) 7/16 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No.5 21'-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 1092 1092 614 1167 No. 22'-0" 20'-B" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 Y••i'1 �• i'1 .•'fit+;! •'w :fir •'r"�T ••'�i DETAIL '0" DETAIL If DETAIL IQ., TYPE DESIGNATION P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 rLOW ER LINTEL CAVITY [8xl6-P-1 L/1 U] NOMINALWIDTHJ j LQUANTITY OF#5BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN - DOOR SIZE! LINTEL TYPE LINTEL STEEL TOP: - WIRE/ BAR - LINTEL STEEL _ BOTTOM BAR GRAVITY SAFE LOAD R UPLIFT SAFE LOAD - SOLID #5(1)U(0)L SOLID. #5(1)U(1)L SOLID #5 #5 (1) 1 UU(10L L SOLID #5(2)U(1)L DETAIL'DL' DETAIL 'DM' DETAIL'DL' &'DM' DETAIL'DN' 3-8" 2'-4" 2`-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-D" 2'-8" 2'-4" ,PRECAST - (2)-D4.5 WIRE (2) No. -3. 6054 10000 8442 10000 4'-2" 2'-10" 2'-6". PRECAST . (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST 2 D4.5 WIRE '. 2 No.3 4897T 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE- (2) No.3 4017 13000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 - 3434 6540 6-8" 5'-4" 6-0"_ PRECAST (2) D4.5WIRE - (2) No.4 4569 4569 2302 4235 7'-8" 64' 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST - (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 :.. ... .:.. DETAIL "DL" DETAIL "DM" DETAIL "DN" �[8x1ILo 6-P-ILni ]y¢ J mawur OH V UNIT '2216' - 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)L #5 1 U Ill L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST 12) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7 -8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-81, 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 ;'�•. .U-i-4 DETAIL'IDA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 811x24" 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�O)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4-8" 3'-4" 3'-O" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 3765 7387 2901 6831 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 1 8'-0'' PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION IWV=J] Le im�ill TYPE DESIGNATION P-PLAINLINTEL/ CLAN ITYOF#5BARAT S-SOLIDLINTEL -1 AVITY [8x16-P-1L/1IU] NOMINALWID-HJ `QUANTIT OEM SEAR NOMINAL HEIGHT I UPPER LINTEL CAVITY Virtual Review Assist, Inc - Plans Review completed and approved for compliance with the 2029 FE 7ri1 LdIdar1 by Reflya Anne Kla1;r P;236io SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'4' Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5'-10" Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 1 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'4" Prestressed N.R. 138 22'-O" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended ) M T d T O �S` T " o °® F °tea LO 0 00 LO ARG e •�.� Z LIJ 3 O --i W Z Q V) (D LO N L 1' W L q U (!' N G) V! V O 00 u a, m E -L t W 2 o O rnrn N Q VJ f' �N N v CQ E �-o I� i3 a m t- F-- -O o of {� LU I- W P W >J W 2 I-- O O ILL � V U O QOXJ��>0'U) t]ILL U) O O LL 0 M O O M JO Q Q U) I-- Z Cl Z ZU W 2? rn 0-W W W � Q 0 ¢pw� ��ZiYOQ0�a LL oX o � 0QQx ¢ o ILL W C) Z N 0 In 0 Q W M LL G U z < W < �/ h Lq W L.L. M 0- 2 T- h Z U W ,J O I 1 1 O O O cN 0 " 0 CM 0 o I� 0 " 0 " O c- o 6 1 0 INLO W o 0 0 0 0 0 l LO � M1 c Z W W O 4-0 �0 w Z ZZ 0 WOO U U (1)� ^ i.i _ :DZ j 0 0�< dWa LZ 1- LLJ WWQ J T� = mTW N 0 � O ZC)cn W Q- < l­- ■ Q 0 Zoo CD U gWW Z ILL Z �- Z i Z H� pU _o co z z W W r � o O LAST PLOT DATE Z 4-j 0 STRUCTURAL DETAILS B I - T­-7-IT 1.1G 7F11 .-r - - -- --.-. - - _..--._:.- - ---- -- - - ---- - Ii, i�„-. �� II�, � ��,i, i:o�, ....... . . ...... tsack Cross 5upport bo Rig V-,T flua cket Ej Ill mx?) 0 a 4 l 71, f1hila, A 3S Z �as 110 le 10, ..... 4 eel ------ 0 14 5, FIff) A= AiC Oil 3QtLum! Ecqlt Z/ I orme �lvrdp fror,tl) Z Wail Zroin CIO%* SIJ ppwt 0 m R As required by Florida Statu e Category/Subcategory 11. EXTERIOR DOORS Ck T A0 P P Rl' 0** - V - A L SA"EA"IF10"' a THO'N RE�T(2023) 0 m DUA UA 0 S H t 5053,8422 and Florida Administratillille Code 9B-7Z please prolllll the information and approval numbers on the building + they Mil be utilized or, 'the construction p1roject for which you are applying for a components listed March 6 202,,, f belcL Exp,,, Dat 121 31 [204,: 12/31 2_� L26 '12/'31/ -26 o-, A 1­i 4,114/ 2" r0l�_ 1213112� 12/ '3 If J �,L Sl Wi;F-i A Pmfe-,_ nivil Repw� at F'odoni �Jrd "S!,-endo-dei q QT, 2 ftlak T� =1 22kLMIUM L_j 2�1 ',ril Lj�tgo v alF F! Isom= MAlmll !e� r. MG rl ,j titt, 0 tj axt�al I=- Fl- !,it! e� Ttw, Fil:,Ftqe� Fin, ai �eNIQ11M ..Fuoe1­1oAr F F F I T T 0- F -I Fl;�S,, tF� lF� eve, ItC3 T` vs Y es r t"F, L" F-1 To- P � _F I � - 'I I , :1 1 ­_! 4 � I - 1: 5 � � Y IF A, lit- F,& Fl t F;l l W t ZI c I r Z� YT, Y ­_ 11 l T 1 r L� -1, w lt, F, F� 1 1, l FT elFF l T7,` Y-1 F L,�, t l 12. IFF 2113'Fil,", E, Aellm" %du IWOr APP'TwOd 22M f?flwistunt PnsvIre IATZ NIN "ll NA Y" TV% N ek Tl T*4 (a) -I.-- -0 > (3) o 2 0- U� (D -0 0 0 1= 0 E a) (D U) CIO (D > C7)_ L Manufacture: Product Description Approval Num:ber(s) ssures TestPressures A, SWIlN GING Therm a Tru The rm aTru Fiber-Clas 1 1-1 sic and %mooth-Star (NON-INI PACT) Fiber -Classic and Smooth -Star (OoIPACTI FL2046 1: 1 :FL20468 1 �O psf +67, Oil +67.0.l) psf Then aTru 'ass!c and Smooth -Star (IKIIPACT Fibel,-Cl FL20470 + 11 0. 011-80L C psf 0 B. SLIDING MI Windows and Doors Series 420 FL15332,1 - FL15332,5 +40�01 40,C psf PGT Series 5570 OA 21-0205,03 7-4 387 psf Pella Corporation FL2646 C. SECT ONAL Wayne -Dalton Series 8000 8100!842_00:e,,1 105 (8,X7) ;FL8248,3 +31�01-35,0 psf Wayne -Dalton 3 e -41 e s 8 0 0 0 /8 10 0/8 2 0 0 # 112 3 16 X7 FL8248,10 +30�01-33�5 osf Self-Lickiric Nor's (May lie lailt tri W Left firacket ("i fo cia, ugc S(Til TW 4- Be kuEa A 1.0A Swvorl hilli'D rVC Una Bottorn Si& oac id for hi rl rx- usa 12/311`,�,l 12 3 1 CD 2", 1 1,� �NF lT,� 1'' i, i" JF: YFFT� irl,, Ylat; yes 'Vel, Y�� 119A V- N117A Tod Wayne -Dalton ries 8000 4; Se i-1100t'8200#21,124 116X7'j FL8248F,11 +34,41-Z-18,3 psf D, METAL LOUVERED DRS Curries C-Pal of ?,l3. inc 847, Single & Pairs 607.707,72-T1747,and of'0400rs FL 111 537, 1 N-11 A isee inst sh't) KIDEMMMM xlc��M t� m-Fil 4l Ij,: 1:1,­ _�� �jltjrtlji 1111 1 �, _6C �4tatli. III- d ln,�Amlltlr upon, Ai4pamill 4 �, OA las all M1 alpi,& I imil- t F,� i, FF d� F' �-FT ei,� 1 FT� F,F, F�lt 1 It, It, 0: F :,uF tt�F l C r, "I0 T,"P� F li Yr. Y�& N7A Yar, TVA, 21. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 ;FL,17499�2 +6alcil-60ic psf Flopida Depadment of Susirass Profewwal RqpAshon Buildog Codas �col Staridarda. Fill 1 -,(1 t'jilloLl"I 7'. r Q'I A2 U- 2 6 TT I 'jYll 41 i _,, 1 7 15 7�,� Fe "o, l i,t�J y F;�FF, : il 4 el T tj F lItAIT, trtilFl 1 t:t� 1 11 l tit� l� FIL,:tlh� L,�tt o4l I �T,'X-t Ful VrIlTF-: It I �j,rj g:�i, rl 11, T� et, tq,:F,: t et',;xi It et, e n PGT Series 5500 FI_239�2 4MA Pella Corporation Sedes 10120 FL111206 +35.0/l psf Pic4luct AppfouW AplAlcaflorl NUB 202- 62212 �_ 3 -2 f 2 11 6/220D, �-- 3,12 71 0 2- -'r J 41111- 4/314"ll h `TF , TTF re'r�'­i Fl` �Iev tj l�� l I F F,; l� F;F FT: l ll I l,� T_ r F,r: F �­�,_Tr FFF, I F Trl, F Fit' _,­ Frr-e �,r fn (OFT, YAR Yes VAU WA It", No, TIFTT N�A T1,I 1!l A PellaCorporation Pella 10Series FL16603 +60�0il ;lj sf P �94r Wm% put am Qap� kU TOP YNI%L�lnl mWick"Isiti AFLdEak.A_41asss yaglusLth TAM ,%ad ftbal FOCAM10l Aboto Aff1wittl6i 210�� Setalottvit Prod -la, Ill M0_1 h-la. r N­vp el c� L­�a o­rd", P E 1210le54 121�80202]r kpr.�d ca, avyl 15"W'll COFjaeftfjij�s ��UD441-33541 Fs-�371a (1)14]�XX�-IPINJ LimilaodFl Efl�metr B. HORIZONTAL SLIDER MI Windows and Doors Series 188 A +55.01-55.0 psf Pella Corporation Pella Corporation Series 10/20 I AT I. Series 10 Sliding vvjndov�, FLTI 11611 F L 12 811 11 +XOT' 30.0 psf C, F IXE D M1 Windows and Doors Series 185 FL15349A +60,01-60,0 psf Its" I tkdalm"cTit stn"WiCL W, xTa5#_1A`T_J_!o1� t V- t TLFTr1aI 41541.52 1 �sr.� lkr� %arUall 624 sm, 11 Nlroal*1541,L�citj� ""I'll otej. le-W I'Milroll W=Z lal.f kli JFF- d Vl V­t V_ NIl Fl4t.-4.ttll I Zoirlm yl� l-Jol `1�s Volf )l 1wd F] exe� 169qdFG..q. 0- FloW Tl 11M,20:2 Y., Wl T04 mviWild Flool Vniorll p"WI "M Pflmlaaa� umulil ll iml- 100 Y__ NA Y� NA lop"" YTia IN PC ,1004, 00 Y_ NK WA Y" NFlA �Vx, $00 NJA 4 Tj 413CV`ll 7 or� 4 F 5/25,12 4 12 3 1 20� 2, 4 � i �­ I T ' - t ' T Fl:FF F!F r -,F� 4l­ F IF -r"rr,,,;:,:�,:Il��ii,�,,,,:,::-'',;,;tY t ''Tt Ti,,, e- Y "'t, N� NIA Nd MIA T"'. tFA PGT Series 5520 FI_243�5 NIA Pella Corporation Series 1012"0 FL6694 +50.0/l psf Pella :Corporation 110 Series Flange Fixed FL,16280 41A D. MUL,UON MI Windows and Doors Series 5764 FL15353T2 NJA 91 5./26/24C_,-­ 6 tF eTao te" NO t4l"A ITert lVA. PGT Series 5500 FL1261A MIA E, OTHER Floild� DdPalrft,aM of Suslfiat-lt PrbfoSWOnat Ragahadan Sulding Ccdkm arld Standards, MV2* C� Yo; hero Product ApparoVat ApIl DeMO z 1: FF F"; F tit �F �r% yfs Ton, lt"A 1 PANEL WAL�L mm vmil mkyuo�ol 21* rw 0 &&-1 RO-Nifts uo MA-palad. Mom NAAQ� A. SIDING James Hardie Building Prod. Cemplank Lap Siding, and HardiePlank Lap Siding:: FL13,192,11 - FL13192,2 NIA 12/ 3 11 2;_-, 2 I F F,r I_ C T ni:', ics Ylitle jtk� MA OR 0 ff- ZD70 tal Wall$ Im C4&valy; F�,�Arcj Coor-laill Ora 1-la"lll Gf`lJlF`l zlotwl R ol Fool IoIl Fr W. G-n W 0amw7low �lTso 5-3-1 a-,, (�34 3 7�1 WJF I al ""2020 aj­FFt3 B, SOFFITS Alside Solid and'Vented Vinyl Soffit FL15272.1 - FIL-1,5272,2 +75.01-75.0 psf d 12 / 3 1 '2 71' 3 Oil r o� T�: ­e__ Y_ Ttl JFA 14 8 21?3 Alpha Aluminum, Inc, Solid and Veered Aluminum SoTffit FL16644 R5 +54.2!-54..2 psf Drolu� Ill Ill FlormOrr, Wo AwkyKl (A UR X-1 nir-lall er Acd_qqse� rAdEML 4YAl M LF I gas 111HY14 Woskmz FiTtleAUS rialt, IDY,to I'M 15085, VMC 11",or DVC 2,105 1111l!21:12�, OFF To, NA W t0l 16W Assist 1�tl 'PlOted and a Ppro 2920 F8C Klahr PX23 7th Vitij do C. OTHER 4. :ROOFING PRODUCTS Virtual R� Plans complial'Icel; wit by a o"djtF[ Crtlf'j, Critel A' "I 2i 16/2 Fclda Npartmant or 0iWnew5 & Frafos5lonal Redolaflon! Fgni J 04 Maldrul Cadoe and Standards Pr000ct Approval A pplicamn Dets ff . .. .. .... ..... 7 %glow WW2 Ala Am a" MbUguri 20 R­"'rei 21l rMM4 Tr�l Call -91 PrE Wywli J I 'PE 04"1 ToIY21 lZal'?KKIt ",�.M21 000F1041 #,;F V-1l e;aQ.Tily., Tooled tw a qFal McIlIPW Lee�l, III _lhoed. Roxta o,, FTF�kftmlo Elr S�ou­a Is -1 EnIaliuc Ply'-wal or�,, A , ASPHALT SHINGLES GAF 3 Tab, Dimensional F L'I 0 12 4 1 Nil A 8, UNDERLAYMENTS Tamko (for Shingle Roof) Plyglass USA,, Inc, (forTile Roof) 151b Felt Uncerlayment POLYSTCK TU NIAX FL12328 FL5259 N1A tq! A 6 2 9122 2,2',, TrMirt 'tT Nk AIR 20OLL-JAkCs Pat e., 12/2312- r ory ITT-d 1 JFTff, V, 9/9120, 3 4, 26 2, Z 12131 qmiL, eo�ej _,:lTe ctp ,F fir lr�!I_FiF netmo, f 1. c TUA 121010/ Y_ ot T4,T,, "I lFFe4 Tic, Ylal Tk, NJA Cl, ROOFING FASTENERS NOTUSED D� ROOF VENTILATORS Thompson Arc h rVietal Com p, Florida !Aetal Products, linc Off Ridge Vents Vent R1,11.0 FL16918,1 - F1 169,18l,41 FL,21580�3 Nj 'A Nill Lomanco, Inc DA-4 Exahust Vent FL1720-2,1 +97.,51-97.5 psf E, ROOFING TILES Boral Tile Villa 900 FL7849 27 - FL78 9�28 4 I 2 F�n�= j-. -FT 5recoh-Sar, i� Th�ml Plbd,Ue.SP i2oIlriM_26 T:Ia Nwrami 13 41009"Poll Qpaqv 12,011loNG K� C-P lioll"Nat No 1>1,ll E40O rbo011 Dal Do. ,0 "miFut Va. NeA Yl e., NA Y� yeq NAI !Z131/Z� C P Fe- TWA ; 1 1,411 TA ROO F F E ;L Boral Tie Drexel rdetals, Inc. Saxony 900 DN,10 10ONS5 DMC 15OSS. DMC 1715& 01111VIC 200S. DIVIC 5V FL7849 16 - F L7849� 20 I FL117679A RIA +01'-180 12 3 1 2 10 2:e Ft-rFzi -tero-m-zz 6,r;nTai- & Reql,iz, or dt' i 5, S HU TTE RS 5 9 11) 11 - 14 1� 17 TT- ola� 6--ole I IT V rlm� lir TIP ;:,I M Le m d Fm w M 'Al 5 r it kil-C iwrp l'nt FibK ViHas�e and larl 11 rottol. lt� i,­,oTslrF, aid Srrli Am-o�� I FFv_T1 11IT'll Fehl­ al ft F-b-1-t-14 aid Th,,� Td Rtip-Ckala .09 Smdt -4l 0- lo*FMFC T1, Rtomi�s, tJ1 aTJ !r%loh-­�46Y FF TJ­1­71. s7[somea-7ri stO $Mtlor-oar M, %.Till XO, "aX.Oxc, V W T2.4 V Y, o'll 0-I �12 112% W 1- --Ali 'TTTl FioTmealaln ojrdar U­ 41 ,,TT ll --oar, TI-m.wcul Oroo '­­l Ioa't "'T"t"joe"o 1 Z1171 QUIN ife, .,TlQulr*lIl'l9, MIJUC6 ",le2llittl 12P.1100126 till stg. oaig_ :Iiebtll oo,' I.L' or C ft F,,t FeIdNotti Oviat looCel,.1s,:ee Fl, C -X0 �XiTlqldlrglnrtii 'Fl ctotelt,T, � Fr4c D�For im W 1:111pte ltulwirl Xcrol slrpvrifi� Gill oluFs" ",;T:rTxvo&vUGt GWIT.- Ts' Eill FlOel a D.hW Emr Imll, v clv,1407��&exF4! Gutral N-M 69639;1 1 7r i P 112B Fill vTTI,,l, cepvmc�oov& Ell& -b"". Fa,,O� ,-1, 8,.NtJTqF XCT_ OX , 04YO tFrill k cllvi- a aq�ea Wid 6 Opain C-pnat Erap, Firm s%s� Diclill, 11h , .1 l"a GI-d W Jls" cumt" SU's- or OX(Pe Nolel'clifttt Nicor&l `CAN-5 swart*r"�&SI's Dlek4l $�0'_1IC7C2x it, Calo�.C, Eco, obarl Dto, 0-1,or Nlxytna Clp.,4V. 12131irl T�P:, <�Fmr,.,Tlita Etsg,e F1l:l*,T*aFa Do,bPa, Dt,� arTh x M Kllfazed Mead.4 00. STIT'l xx Or cTxX0 wil4pyRillitto T e.. W. l YVI WA 'fl. Y_ Y_ T4A WA Yft Il TOP- TVA Car. MIA, Visa fas NIA, 12/31 T MEN > 0 0 CL (D 0- A, STORIA PANELS Global Protection: Products Galvanized Steel Stomi Panels �FL15076,1 - FL1507&2 NIA it"20 12/311 2 I i ------ -�o­..,, FT,1,4rF C o ll r Z A Es: mgmxv AMA F, "T' FtF, T I I F'CF, I l, i i �lrLl I O;:�L't sFli`[,�C�Iill','�, TL N'T Tat, lill T! tT �j ,F, I J�F:­j j )l _jetrsoj�ata 12 3 11' 2 4 il, - L, Y's 12.131T"'�,,-1 Ali American ZShUtters & Glass Gai'venized Steel Storren Panels FL 78691 41A 6. STRU0TURAL COMPONENTS A, WOOD CONNECTORS/ A N�CHO �,RS USP Structural Conn. see chart Simpson Strong-Te see chart I B. TRUSS PLATES i7VU Building Components Alpine Truss P1 'Wes FL1999,1 - FL1999,4 N/A C . ENGiN EEREDIUMBER MITek IndustrIeLS, Inc, W e yerhaeuser Truss Plates Rim Board, L)./L. PSL, LSL FL12 19 7, "1 - F L2 1,97, 05 FL6527� I - FL60'27,5 N)'A N, A 10 1 /3 1121 C 'F, 41­3 9� 1 1 fall", 01 5125/2 32"' 4 Nve Dal ft'll"NsTAW PATT FoIl FoQ Aul sac grdln FoT o' Z�� Tleoe Isvi ­1 "FTF Fgr ttl� A r IP must be Arj'­jvrt� 1146oitsk LfforLlk Ast'j-.1A �22_- 06'ac I 11 oeo,[. r�; 'T 1, 1.� -To �F i:; Ftl lit 3r­r C �T ­1 �r Y.l HYA D. Il TE R LA L Cast -Crete Corp. High Strength Concrete Lintals NOA 20-01630.15 Nl Commercial Concrete Products,, Inc, High Strength Concrete Lintalis 1711-1774 Tialill 7he products listed bellow did: not demonstrate product approval at plan re"w. I unclef-stand that at the time of 1 nspection of these products, the alvailable tothe inspector on the jobsits; 1) ccpy of the product approval, 2) folloilll information Flo6da Dapartnoulra T9 Suskiams & Pralemional ReWlatralls BiAdirl; Codes and StmrFalvis Product Approval Application Dotal R.s., 1 0 1 woS C�Aas ana -1da '50W,. C: 46MAW. Dan buhm 9,l 2�20 mamlam PUT Indutm jea cx.qaay� [A�r Ll� IT 6catalpilly: VlcI,,9 extAfica 0- A.luvTm.. Enta n 9.9.1 04. LffNmml fidamall �Iarls RM0,110 Ran Veda V,;W I.LR iftllim L104RV Zr"c 11 VAL 110V2029 1 W allc I'D lN IT Awowo Mic cli-ITFca 00%wSluol�Wdua"ItTlike. OM Olk mill Ax I W w2w W-A& 111(244=0 �Fprlalto W I 1A 'I'll, ZIT Nk, w Ara Dal SHEFT NO. PA f"�ft &UM &=VA& I& &MR091w 42 iM= Anwa Fai_�_A N-j 'll inga-lFall e-ft W *"-z Pi H Ill N.- S QD� BF, F 11 1� La '9. 1 Ill -`v- o' shl Gh"T, D�_ e -. 4=1 Y_ f- NYA APPLICANT SIGNATURE DATE -1 1 1 FTL 1 Y" 140 _Z' -T .1 Florida Derailment of Business & Pirolessimal Regulation par!Hii nif R r unina Doperfidoini of Bimini K i'MrASSADIII R�le ,JIT in her 1s.b I IT, 1 Flonle Depudi of FAxotI & Plofarss;;Tonai Reaulaton � ., I : Building Codee and 'standards IIIIIAbi,12 tirvIdIrA, CodidI ard 'Zirarindirds IIII�I:I, I Building Codes and Staralards Product Approval Application Detail Pwxlucl Approval Application Detail . I Product Approvel Applilisaditi olistail ------.- � � 13idialslim - --.- - - - -..- .- � ---. - - I-, �� � . , I I I 11 � - � --- I ----I--- . - . -, - I . - - . I I ��V i��I - - � , : � , , I --- � "T L 11 : .. i� �: -'�, � ,� � - , � �:: : . . : . .- I � 1� � . - I . . � 11 � r 11 � I I i I . . 1 -- - ,� , - i�� -- r ­ � - I r . - E6120M 1 1 ILEW0. " 22�1 untitif q Elk 29L 2MLftniarm 2& � lum YX M NRIIKNG!Mm agoast ffal2inm A wgiall Mgi Lh =0119 511MM9 t59-62M.1filill Aptuana WA62 9212ft @Atiumr 21ur RIU AEL-PULOW R& fteli gibly.or olg�t ,.Wg 2OR-Plindi ]h - Im YADI1211 MADWIT11YINA �iddgig InSigediTA "ISTIol. YkIlild2ili YAlft.1 §WUMU r%-"� INh2wY20 I'llivito id.4 vir-- aw'". adX C�W J.- 4 I NSISN As- t., � - ildial- - I -119 Kabri &W-11ta ZMARI � -1) Iiult� Ali i2- A-IiI !=�CI lrh-'-�-- cr,TIPAAA�, C"OteiiiN 5"kirie, L"Xyz soil. JIS.P.- Ly�,d- F S�dsmdft RE Rider, J King (Ani W,-7." Pi (8111� 7P7,8555 P 5 ladTidr;I021, mra*�24)21 10`11�onll r2mi�tu`rb!i Appr-i2d Affilinderpli 4�lrj PGTIndijsir�bi dino, le"W0,00 I wre-rm6a, KZ�v C�FR Wuris-Not- RI - VAL 11,9&IN2d I Kii . I V o"02V -*A�i ,,,SJ - Rw- o7sj Mi wMdIwn` smi bob � F�Unk %Ihnii,ei ,IV t','.. didid,[�iinal ATT'ren 11 jijcn� PF 1jana,­ - V.Ae-2-� 110119 �- - ,L : z SublISNIAllaory� 5 "- ra ELcbm- C- Aroomires %alrolimori&-pleeroli . ,�'rtr i,d'no" ��`ili�4�A,LIIDA �?88) 315 -, Seu Ca�uerr Amild- F 71 7, M-1303 Al -1-Ii,lirilit-s- 010III-Ps,M - 0011711101411CONIM-04 ��-I.cieiq Fassroti,vi III aLkiza.0"r ��Aiq[.UI I-ArcRi(ripprind'adt.l." &,nQsI4gwW, HaL6,10 ad. uI in I)PI lq_� . 1IT d - n F iss, als PinoinAll -d fislisholesel . F . Lr - r. - --A ' - ol a Ceres 11 I - W on ,,, C s,m c,..-" in 14 � A, 1 s ,- - A An tomplivIor Mlithold: Cerlikeflon skii-K V L*I T- irkillssrsililw isIssir-sir L oniaz7flim ��p EL111illit-A7 FmOuctir qdallbaiamim 6wimma W lbir 6mixiiilli lgr Ul- WWI Qwital tAikiltri-A.-I'LL, -"a &VMa-1ro4nL-Y S th &&la.Yl`111-�1AhIt kspw P, L',T guluAIL'tw� -c LwU2AA12L= 122MA1112ligat I.BuIZ u" F12wileame mmtqLa-mam Eu eWrILptvvdPIdd! QMeAAMjrALQ"W, Wilga 2"* NA4 atiow kmitiat"'ST 9291 W_gI Rigibil. Nsrrh w M Wn. .. ised iciar IUMW p2resbcow died bit. o H)i � fiSdi 4,6144 149i t-4=--, i2i EWMSjDl,N- %IjiD!Mr-llW2 2M!L!liilr.U�----rl It- J�Muact E*L�� a& is, :a�w olosdre Lv2q EL%ftmaj P-Mswuu - isink-30 1 ,wp ki,svd, II Will! sEftd� TuATT)"rinridr. 11TWI2025 �- Y�, 1�� PIM l Ti s 0 I',,, .rid 19.,,-- ril- lzi.� I -W.1 A,74- AZI, F11-A ,,,, "i N, ­, - � r 1 � '. bearrpi-Tr. Fbor-aawirT and Snoisaill-Strin N-I *Aido�.a i5qual-Non-Irnpoo,54car Cologne I VI" (2=- N G � CS No NiA Corrionsida Edge Fjbi Sili Dow (Irl-wre4nawdering � X cardiguratim d 2 b Themne,Tne rtoor,CIdecic arid Gnrada�i&ni Norninia I 66i 6 kqtro� Non I milacI Opeeaut I � (I I tl= No Y� 41 �IVA Corniornwili Mbeigiti Sino [kL,5r Arth SkAitn(s) (hiSloribiOuSqvildi 30, Co or T)X0 I . osrnhiii-tio�Ard 3 c, Thq"m3-TrjFbe,-r;lg,.m��ondS,v5Mn-Sta, N " to a I a&* a 9 I &go di N 0 in - I di Ao P, It [ � u 0 t � OF a q w t 1 Y3 V?022 No Y" Irks NIA Filbeii C;0mirrme Efte Diodurad culov I'Atis Of wdfi6,utSnNe2�(1rrNinqr0uizwrTg XXorici= conflouration s� --- -------- 4 ,,I� ThwwUATrd ritow Chtirs,, arid Smirlah-Stal Nerni 7U:Vd, 0 aqw,114ann I mrincriliq uot Crraqul, QT31T2022 No Y� No, NIA G.Iroposite Edge Fibeiiiii Sk,91e, LN-ior (InswingX)TINeorInj, Xosofigurabud, 5 . Thomrso, rini nw-CrIdI A- .9-t-ltr-Si Nonnionod MeSuO &qnAbNo"-IirducslN;,jnr Opi I Mi�,Zai No Yes T 4ALI I'll) 4 Onioipooli,�Uae Fibegoose0ho-le, ueAAr,rAi,h '5ok-,"(S. 61 nxnedg, "- Mwi* )W-,� ax ,,r,-,--P- 13 I ThismIss-Tills Floss- Cbsot; -%no on-w-0, o0r WoldillUnitillno' kjomkw 6&*rlt��c-r�4�4t�1,40,1,r-.�---',t&,�ii-t opoil ­;Z�' I ZTIZI TIX-1112 I'd, TArd. rid III Fhnft Ckin boludorit ol ausinods X 1"l0f0SSi<lna[ R,04�Ltatkn fi,,� T ,� I Fk,, dd� [Tiepar"Ort of Buoiriess S lo,ofessional Re gulation - - I - &In -.* i5dgc� FibeArsal -Wirris �,,sci t3iiii ding Codec,L ard Standa ras MlZi Psnk-lingGledessionic Slarsdarrh I (triewirAIDuhirwoc KconNporawidi I 7 g, TiTerri-el-Trisssib-Cilleek andS,novithASkar T�ornrldi S&ltliv�F 01,easnor--dralboddeArld, QorPr,@ � lZI1,111 IZIQ2 114 Y.S IW dIiAr Product Approved ProditiCt Approval Aprod� ation Detall Q-1-I E,gri FT Irwiap,or Sili Zvor Aod; Appificatran Detail eiddrow (trirwingloWswrI /,U, IDA ,rr QXrO ------,- ---- - - - .--.-I- I:L�1� - tbAw I -- I I � --l- -.---..--- Mfq-t,�In:i[ 'I 71K? 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F�rkla _ Gf Buwei RalgUabon aa�m i ars t�4i4}d$ i�apaflanst"R of Bi�itocss Pivi�i}oi,al Begu} aor l ft 9otidDepartniorK a oI Bt�f>eas & F�4t7T4811 � ,t j F_r��a �partm,Yr -ri 3us'w4 & P+�essdo EfothrMlloo pwwMehmail Rsnkspw E'7CIffi`x72'J 1EYiktY@i No Yes Codes Stardards e EIMMU F -00 0 RA L) 2023 2I PA 1.2 3IiCL IIP RODU CT-EYALVA-110PUREMKIF REPORT NO.- 20-0728101 DATE: Joy 262 24020 PRODUCT CATEGOR'lli ShutWz PRODUCT SUIS-CATEGORY. stall panels PRODUCT NAWI 20 GAGE GALVANIZED STEEL STORM PANEL MANJFACTURERw QIQLIaLp-mtfcuonpmftgft,WQ 4800 S.W. 5 I Streal Dav", FWNda3314 1.,_PVR?Q§LQF__EYAL1J_AV0N; The is a Product Evaluation Report issued by Walker A. 1`1111i Jr., P.E. (Systern 10 # 19116) to the Global Protection Products, LLGF Rule Chapter No, 61G20-3, Method 10: of the Florida Department of Business and Professional Requilarterril This prodLict Is doing issued an Evaluation Report as desciii:red hare -in- and tass been vended for compliance In accordance with the 20,210 Seventh Edition of the Florida Building Code, and In verity that the product Is for the purpose Intende of Is all e q u I vallent to that rag In I red by the Cod a. This Product Evaluation, Reach: shag be sub4ad to review and revision in case of a Rul3dirifir Code riflange that rnay affel Its limitations and conditions li- itil P,OUWV.lT_TEQ 1. PRO DOCI)MENT �_RVCT_1EYA_LUAT1ON Drawing No. 20-176, ##ad 1120 GAGE GALVANIZED STEEL STORM PANEL", sheal I thvij 26 of 26 prepared by 1111beco, Ina, il signed and seated by INafter A� Tillit, Jf�, P, ElF, datod 0712812020. This draw! I is an integ ral part of I is Evaluation Report, III P40 44';-- ULU La rt- T 8 je, nanslie -,impact a;1d load IeSili vivere pwdrfv;Trrs,d under Protof.�Qls . A 201, 203 a s, pe- sellor. I 626 of th_e da Bllol ng -_ I � ri rrn sta 0, lasids as pR,_,r TAS 2014 PrQll Tear eby PIRIrricane I 9: 5159 dated 08f09!79g6,, 996-15TO dated #96-T30 datad 09 all thill signed arld y Hester P.E., Irw_ isficips date and #2126ri 0219.0149, dated al 2_%9� and sorrel by P. F-, I94`1srW lesi repill No. ' M I9" by QC Wtallung cal, Inc., March cried and SFIRAled Fmnk P,E. On 20 Gegis Stisan rnsixinturn length vs. as maxi,inum sinc-hoir vs. loadrid rat�orai ofthe Rohl Bul"ding Code� Dy 4, RESISTAII 20 Garin Parrel fi&lis seen to pressures. KwirroIrricanel cli, 16 26of 26of Eva fuFs Us I,, D,= Intl (P, E. D.), draviii tllo� Spacing shall Us, s 9, I11, rot, 15, 1 T� Wi 20 2t ai­4 of orricial No. 10,1 TIC S, INSTALIATICill' in8brOstionshall be perrofiriled Ki in on 7, 10thru 20, 23, and 26I�14 Z61, of product (P.ErD,F)i drawling No. shaH be as indic.stodorn sheetail, 14, 26 and of 28, of Produci (P-E,D drawnai No, 20-1 iE z sWIN IAfA IINIIIIl I I III 11 III I I WIC11, jl I I �1:1,11 r1l; �Nllhdl PW11VP$ AS III, IN l 9v Illoi N, Am-D PAL .IUMAI� rtu�r FII'rI II-D 91 PnO,Tr Wll A I IIIIN NIF0 �,Q(l In UK IIIIIIIIIIIi III il�l C u IIFNNIIFI-REjai I 0 IALIIPIIIN'1�1� IIIIIIII4A-1 Nil NA! II4FIN 'I IFW 7 f IIIIFIIIIIIIINIIIJ,I lIIIF FIFIIIIIIF IIIIIIREM a& hd IN J IIIFIIIIIIlIIII9,t I IN 1NITI-ill E X U RETE- QR- Q N� IIIIIof IIFII IIIIIIIIr IL IFIIT1 Iam 4; EE S I=11011, A IIIIIII20 UAGF, GILVANIQU) STORM PAll DUCTS, LLC.1 IGLOBAI, POTFCTION PRI01 L1 E C Q AND FLOOk XQJgJT_M . .... .. II 6- RATER-1 "O, HRACF.JR1,6TICS AND SPECMIC-A-1111i Sill be.� strictly in wilith G'eneral Notes nd Com.ponem, I 1. 2 and of Product Doculn ent(P,ELD,), drawing No.20-176. Anchor short be as ineircated on brleets 1, 7 and 2i of 26, (if Product Evreliation Docvrinent droviding Flo. 20-i7S, 7lFF "MITATM15.r"D_QQAPIR U-Sill 7_1� ShaV be. in compliance whir General f4plee No 1�8 thru 14= indicated onshal 1 026laawle,lialsGerieral Notal thruiland ,-I! !hru rin shusil 21 of 26 of ProduDt Evaluation Dol;iFirl , fr` E-D-I. drawing No. 2&17b prepared by III and sined slid cepled by tValter A T ale, Jr,, P.E. 7,2. product may bal within HIGH VELOOTY HURRICANE Z-ONES as definsid ne sectiionlP,20 2 of the Florida Building CoNDzi, 73 produl shap orl be Ictic , wed block, and vi fIrsne structural Prr.,ducz Evatuation Repoft, prepared ,by Walfor A. T04, Ji Ve, tFronda License li 44 1 67), P, f I I [Pon, lnc� I, Florida CA -al Th Ir 1 A L ......... Wlt UP F, A UT L17 Jl 1 L_ PROD Fl REPORT N 20-071 27.02 DATE. jury 27, 2ill PRODUCT CATEGORY: Shutter PRODUCT SuBr�'ATEGORY`- Pani- PRODUCT NAME: 24 GAGE GALVAN)i STEEL STORM PANEL MANUFFACTURER: REQoucts�-LLC 4800 S.W. 51 Street Davit-, Flofta, 33,i!4 I � PURPI QE VLAT]Pft This is a Product Evaluation Report issued by Viafter A. Tillit, jil P.E. (System ID 4 190) to the Global Protection Products, Il Rule Chapter No, 61 G 20-3, M ethod I D of I he IN Is rid a Departme in t of 8 u sit ness a ad Proferaskel Regularrion. This produl is being issued an Evaluation Report as desi;nuad herein, and has been d for com plianre i n accordanrl with ft 2 0 20 S Gvrith Ed it ion of the Floride Building Code, and to verdy that Ihe product is for the pwpors, intended at least arlijivelent to that required by the This Product Evaluation Reporil shall be subect to review and ievision In casecIf a Budding (�ce uhangolhat may atiect 0% "EVOWITTIM Zt, RRQQ M-T-F-VA-LULATI QN-..DQC; UME NT_ T,E� 1) Drawing No. 20-175, '24 GAGE GALVANIZED STEEL STORM U'llru 18 fit 18 propanud oy TWiQla, lm.; efgnIsci nd sealed by A Ti Itit � j r,, P - E -, d a te d I] 7i 2 712 Th lo I lowai ng it Is ri I I s Evalual Report flr E I7 I IFIIFIIIIIIFIIllIIIIIA. rA I A IIIIIItF II41 IN' IR IIII1 L 1 1 r 1 INbc IIIIIFINDS IliIIr IIFIf LAT �W I44 1�j IIIIIDUAL 11L IE C 0 III . . .. ...... . .......... . I20- T_ II -4 LA INTO ',XISTI r IIIII7 -0 _EOR IIIIIIIIIIL 11 IIIF22, D IIf, IIIIIIIIIIFIIIIIIIFIIIII. IN IIII1111IIIIII . .... .... I I IIIIIFII4 IIIA IIIIF'CLOBAL PROTECTIOP, PRODUCTS, t-L..' I L EL -C- I IsIr011l KI-AIA A1 Zz TES-MeRup r Lail Per ILed of South R� Mehisro, P�l IT IIIIIIIIFT Ip or, p IIIIRe port No. 1 123,0; - f' onzalez, P,E. Tan sille last repoll lD Iper IIIAnd Socked by Jonlo �ZALI,'U A: On 24,3age load, as WOR fen gt h be sed on ii F(LIF tM IC"T 1IR N Large niiesite impa; IllC IISSTD 12-99 Stan& I, i l D24 Gage G,aW*!ol4 IIr 1 2 a no I 7 of 'I 6 of Pl`� IIIMaximum Anchor E D land 1 8 cT 18, of Pl- 1,1 24 Cap Gailivarl �CIT ;as a non_pti I, [9,, svdictly, in ac,�,cl with ino lcafed on i:q of Produl Evaluatilon Docurni (P.E.D.), Ir,- ITI ;mpiaraflon g lass sh a] be as ind ivainst! on General Notes and comficnents indicated or, Document (P,E-,D.), drawing No, 20 -1 -1 be as indicared an sneet I of 18, of Produot Ia I I II t R d ra w! ng N 0, 2 U - 1 7 5 7. LWITATKAS ND. OF nimfly in Fivo. Gene,ral Notes No.F 1 9 thru 14, Indicated - �4 'No, 20-175 _- T Document (P.E. I drawing and by Water A. Tillill, Jr_ P-E, 7 HURRICANE ZONES 4 not bcI within HIll VELOCI IIW202 i'�if nw, Florida Bil Cil Qnl,,,, bo into poured concrete, concrete black, and by Wal A. TV It, Jr- F,E� (Florid L can a I sis I 3 Tj Ir �C� (Fleirida CA-0006719)_ APR n g Virtual Review Assist, Inc. NIS Rsi campl!eted and approvediLl f.'r carflpi!i��.ri vi the 2020 FBC 71th Edition bY Debra Anna Klahr PX23ijo I20 0 IPROTECTION PRODUCTS, L1.1i INIFII IIIIIIJNT C E 14� IIIIIIIIIIIIIIIIIIIIIIII CU (D -0 > (D C) (3) C= 0 CL 0 co CY) C-) i C= =:3 Co CIO CIO (1) -1 0 0 -0 _0 L_ 0 0 5_ C= 0 3: .0 LjL - M 0 %P,- CZ ll (::) CU > ' V) -0 F= 2- cf) (1) C_ CU 00 _l -0 . - C/) LA I Cn a) a) C/) 0 -0 0 U) =3 LU li SHEET NO, SH 1.0 WALL AND FLOOR MOUNT)Nryl,� _ jATIQN -F. 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I IS H1. 5 . __ - __ ___ __ I .- � I 11INNUMIM � -1-1- �� - - - 11 I- �� 11 11 I I-- _____ - : r,- FOLD UP WEATHER iill.��, I P � ,� ',, : - ,,,, RESISTfille BARRIER & r, , , tlfl"ATHF,fl:� IRfl19,�I3I!rvf, : a) - �_��,, ,_ ! -1 ___.J� I- V­ - � � : ___� W�NDOW UNIT ���;" BARRIE.R V :�r I _­_ I I, ,0 _,,',,� TEMPORARILY SECURE . il . I ��:: ­ FLASHING REQUIREMENTS (1) -1 _ - r, _riII` C _�_ ­­____ ------ ---- r- __ ­---­­1­ ­­­ ­­­­­ ­ ----­-_­_---- - �1 "/,- , �� ��:��__ ___ 0�­,K)"R F,,0iJCr-jI (Alf -4G i - - : WEATHER """', r'-- 1 ".7 P �,' .�', � F r 1r, - ­­­ ­1� I "", : l �, I _C_ , - : 11 SLOPE " - � ,,, l�, , ­­ 4 -"!A� , I Co (D 4.. Y Y I �l ���� �,_-.- ��.; `,� ,,, , / I (/) , ,� , ", I I �� I - RESISITNE 11 " " I I ' 10 - 0 � � �, F � I r 11- - F Pff". ­ Do � iluildiria whln w-lather-resistarst extel wall env-�ope. The, extertor wall envelope shall m ,­ I ,%­ y i x s1teIi', ­ 11 1, ", ll " I ,.., ,,��J ]� , "", : �,­ " � � . ....... , I _.`�, ! , 03 in � 12-0 In R703.1 Genem, F.;,,l i ,f v _j a � vKle � - BARRIER ,�� � -, " .%� �,­,.;­ _,__� ? , ll I - -0 > _c I l turlOOD FRAPA+- i',',Qfl rl - - . 7 "" .� . 15 3 I (z) 'I = _`E rill ...... - - - Y15 cm) Include flashing, a dl ,,,­ni-­-_t i I, � ',�-,_ll --;cji R � ` 3 ,i -l', - STR. , - � / (0-, -17, a -� i 00 lt� - W Titki - . , 1, �11 I � I �_, __1' (1) ­�_ i I -- -0 _",,_.jk,r .t- - 'ONS7 IF,,, I L �b­ - EiIr'TEMOR ,�� �,:�2­""_'., � I'll, 314% 1 " frE il's 0, OF C i - rRET.")FLASHNG ­r,r�,,, , � �­ 11� ig�x�z, ­ - . � I'— � ....... - ------------ �*-­ I -,- , I . - lle�' "", i tii: 1 F-ADHE .. .... ...... 11,*. 11 1-1111 .... . ... SHEATHING P,"Y' LA--F-ING DOWN __ is � -.7-- 1 ADHESIVE I O 8 E APPLIE U U N:DE FR � : SELF -ADHERED FLASHING a) 0- C 0 ....... . . I.--.-..--- ", . . ` ,� 11- - .- , Ill F.- �fr�� ? . ,� 1 1 1 i ER :3111 � 'l ... l� ­_ . , ,,, I --"I T � "" ,C)t/ A JOIST AND I pio- I/ 11 HRESHOLi) OF DOOR AN[.` I 0 L_ . I - I � 0_, _�2�-:�,.� y - I -_ICe -'I � I , , - 0) 0- �� - ��.,-, -,� - _,,.�-� �11 ;. 703 1.1 Wa�­_ __,­'_'Sflj, ,­ i�-XTS­-f­ill­d� pl-1 C S.-ait "-,a - -,4ned L - _- (-I- rIE�ltr�JC -I n e I, b lat prevents the accumulation of water � li I i"tALL BY 6 Il - ­_ ______ RETLURN: UPJAMB 6", LISF t­l D R !_, I P ,_ - ­�­ -_ Cl R _) telJ:1li a ir,ta� � -a a- . I i ,Z�Q a m , I I—- -TCRIOR , ,­,i - :I I ­ �, - NAIL BNAND U11H I _vvL A I Ill E-E X � - � "'i L�, I I I , __� I �­ -,"'I Q�_7�__�aW, ---, I T - tv: 0ehind the ext orc,I­-d­n,_­as requirel by Section R703.2 and a means of 11 1� � O­T�til-lt:�'_�� -dti� bal er l (D CD ,- I �� 3 PROOFL C ALI L K I 1`4 G I ---I-& CE MT, F I N. within the wa'r �.s� f� R,� i:,rl­ L, _ ,,, , Ill 0 .*.A 0 - I Ipl,". � L � , - 0) :t:� . -,, - lce­ )r,�kl� in - - "I L _______ , - .1 -- n1ev 't e s t n e e ,� � - ­_- 1�-� i - d., L - - draining to the e­xtt.L�i ii,�,, %vattef th,".�lt 0,e­ 11 i- 1 F . --l- - '. L­' - �, -,--- SELF -ADHERED F[ AlFfHING -,I--- -': - PAPER . - WEATHER r ," ��r __ ____� I _. r - BU!ILDINItl (D -0 0 RESISITIVE "'�_, ,:��,,�rl �_�_�;��, _� -_ 11 : i - '70 ja BARRIER Z, ef-_ JL - � " ,� I a 0 0 - �� - - �A � 0 7h- - (D . SEAL I OPS OF J(1IS'f','­--,,,�', - �-_ ­- ---:-�:--:-�;--91 , ,I - 4---), 1 V n! ri �,,-,, i,-"4 yell� - f r o' 1 �_-- a �i f) � a I t f e I, f 1, a I�! ft��rnr� Tho�e;s anfJ brf..,,ail cort,qp�yIng vi,rth ASTNI D226 for Type 1 felt or other 'I-, ." ,", 1/' - - . -WIRE LLA H R703.2 Water �e�­ - � i% �_ T i __ �,l� k '� " ii� �IC3 r 1- - ' ,�� ri ' - � - !!! - �! � ­-1 _­­�_ . ­ %_ 0 I , -41 1-1 � ," LINIIEFQ� DE(3l(litr(l __ �� __­r_, . I _­__­� 1�� I , ___ ___ l � I . Q. a 0 � � - �� ", I �� 1. - , _il? "fell 11"'11 I) I Ii 4 � _it . k,- - I i / -1", I'll -1 - I 1�� a,sphalt feft shall be applied horizontally, L ,' ", ,_:�=JbrLri__"aR - - - ,� , r � ,��- 77 �� � _.- _. `4% I � I . - approved ww(� -fe,sist r a�� be appfied ,,,,wer ,,,,itf,I�1�,�',� ol ah�� �!:: thIng of a:�l l.!>�IetI ii,'�IaJ!�s Nc "'t 3: , � (SEE, EII� TAII WO07"111 � - . " �1_ ­ '111 I/ ,�� _1____.1­ - I - I .. - - -fe� _'�4� - - s - t s ­ra ,.)a appe- not ass than n es, ther C I w, -N ... I ,�,, 1',_A�11..._ sELF-ADHIFRED FLASH114G 1, - - � ­11111111- ­__ F' 1'_�­_­ _Jrll_le� I L LLR�i a C: 0 M - , - 1� .!, -1 � wl e uppi , - - , , 1, lo, � 1i e- T - t T" il� � ov.,o,er ai'ver riot ipss fLF`Vr1 '- Ir- - 'I i, occur. H �,'��, 11 - '� - I ��� "" "I.. :_ . . M -4--i co , 1�:____"_­__1_1 - � ... - .1-1.1 - "_ �, -,"�k�-'.-:­,z "I "'! , I I � ,r , -:��:._ - - - ­ - a I I ,1�1 ,i�" =11, 0 M _14,7-ak. , I _== .... ­ � ' . j ,f- -­,L'­d,­-;n­ �i i � I �'Clltr,, � 1 � � - I - I r - , - zl� , _ , - ufa -, s � - - � 7 1 - . � L ,- e , - , - ' - e - - ill k - �'LL" t � k , - te l- - r 4 i � 0 > M _ - I -;' - � approved ma� � ­nas �-,,Lij I _L fn � . a ,.,A�,I9, tI�l:! wa c &I s � �,,, e ba! �: e r ! � fa I, - ctUrer's I . tallafion instructions- The No.1 5 asphalt �_ "-,'., I ­m, I I .� l W HEAD ,FLASHING TIE-IN INSTIRUXT�ONS� '", 11 i � ,,�,"­'IVI _ ; �_; � I E - - � , I L a - - � - i I � 1� i - I -4- jT lat-resrstfilte barri,c- ,nrlaterial[ sh-ak t", "er C 0 rl t I r) L � � � ) t I 1F, 4 I the to ID o f "'li-ills ani,J terminated at penetrations and building - L_ �r l"", 1. -, I -1 -(-, L � ' _ . I ­ l! wl� � I _r. N i __ -, RIM, i0fST 11 � felt or other aer 1 . CIA, fold up I temporarily secure weather I � , � - W . � , - I __ � - �.­­,f- �rf t an tf-je S__­jrr­,J­,��­ ,, �l'fe S,�,erv,-)r sil ll-��Iril,r,tc�pe ".)�'��,l t_ i C I � r 0) 0 0�. � ­ -1 - I - 4 , I -f-bed In ,,-'ec 1(­,� \ I 1 - , Jllil --[! 1�� f i L�L.l -I i ,� I R703A co I'll. _N'. � appendagesl _Jf`_­l1i;_- % It_ - 1 - , " i� - - ,.­ se , , � ", i IL, u . n ._.,� , ,� resistive barTier above header to allow'for i I __1_1­111"' ,__ , I i ­�, - '40 M Ca THESE DETAILS ARE GENERIC AND I L,411�' - ­1 : i , - 11 '! .I- 4­0 : , 1 M flashing installation "IL .... �, � ! Ili C= , ,,- I "L " ,,­�,:�','��i �, � I � L - �­ 1-0 . - U) < MEANT TO SHOW GENERAL FLASHING , I— I � I �:�!! be inst,alled as requrrf,r�,d in Sectior, R703.2 and, where applied over wood -based 2r S.eff-adheredflashing plus head flashrrIgurder � 1, � � I � R703.7.3 Wal����:'-,.�,,�,-,,i,:�,is�,i�,1,�(r,, barriers '11.�'l�ratc,,�-,res��,,��,�IL",�-IF i()V]1`11*T��, �'��:,:!,� �� �, 1 �,�,,�, �,,,' �-­_­­_' , 1-1 I AND WATERPROOFING METHODS TO weather resistive banier I I, 1�_11" I� I ,11 . L . . I L � � -) I 1, �' � I � � ,t�Ve VaI�,�J�t�-Lit I I � . l, � , -_ ri--1 S �, � _ I -f�w­ il"Ith, a ,­,,-iFf0HT1;sI10`,� ,.0 leasl equivalent to two layers of Grade D paper. The 1, Fold weather resistive bariter back over head 1� -1,,i � � I r­ 0� �!:� 4 / � , ,,� l a t l "i. t e r - � � - I I - �11 - - I � I 1. i _­­%, sheathing, sh,,L.11l Inclu,_il I Perniealbde ci,il t-- : � r - 'd(,,s a separate c ( I I, `!I ........... ___­__­l_l­._Il ---- �� ­­ ­._­ ­1 , �JIII - - -1 � - / 2 ­ ll I li­­ deoenijfL��n­yp ls I& that each tayer I.r)rovi .Of"ytinUor"S plane and any flashing (installed in BE USED. 2 ) L' 2 �r­ l Z� � F � 4F" `4 I -) flashing and seal with tape �__ I , L ",,,__,,/ individual lay�c fs -,ha" 3'e Ir­is+a�' lT I ft L �`t 4 1 ::-- ,L, - e� - I __ ____ --�..��.---,--�.�,-....�-����-.--�-���,---.-...-�-�. . .__ accordance v/&-1 `­;et_--Nrtt­, li F',11­4l infianced *c ,- rawi tc., �he' %�:­lisf`-rewStNle 0,'-)rnei Is dil betift)l the layers. LL L � I ,I . � I � 1L, �, ! SELF -ADHERED FLASHING scale: N a SSELF�ADHERED FLASHING : SELLF-ADHERED FLASHING I ,n FLANGED WINDOW I Excepticim �v"i,,­,_1:i­,,,e 'The , aller-resist[vr,.�� Larne� that �s applied c,re, wood�based heaithing rras a water resistance FLASHING INSTALLKrION AFTER WEATHER RESISTIVE BARRIER wpol EXTERIOR DOOR WITH DECK .. SECTION A WP02! C ,EM:T FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WPO3 i �, __t�­ Of "D , equal 'L'o 0,� ,,-Ill ika'l , _r�­­ ­ '­ `­`r­­q , � � I il, i� 1l, ,-i C, lilffl,Jo�', i..�, il v illt I- I,Jzvei and i�,,-,, separated ti-om. the, stucco by an intervening, ­ P - __ - ___ � : i2 I ,I �l�,L S � J l �, .- ,,'I aCL�e substal,il'L�al!,,ii 1'-,,,,-��,-i,,�,,�,���3t��,-����,.absi�%�Dtt,i��,,cIi 113r,l�ir tY J.­l1,�t`1,lTlrJ ,4­�[T­�,Zr,rt ` , -04,4 Z-111 - I ��L _ - 9 �­ , - _ � EXTEPIOR SHEATHING -- "I 11 MECHANiCALLY RASTEN IF' . - FF! LYB B I-.' R NZ E D RUBBERIZZED ASPHALT -,, 3?4"-i" BEADOF CONSTR. / ,,,,�11_ Wl"'F'l NEEDED itli CORNERS � ADHESIVE \ EXTERIOR SPEATHINC, � / � - -- 1INSTALL S� L t' P , lH Ir" A'EPHALTAC)FIIIESIVE L i I �'L ­, E_ ' "I I , , �, , i ,,, I � t �I I I I l , - - St,:r,g, Vfr�t�� , T ��_ S'r, --, 4,zi,chered m�,'...,rnbranes and -nechan II attached flexible flashing shall be applied , __ , - R703A:FIashIIN­ , � r�, iml 3/8" CEMEP1141' �Xv � ----------- - _,"""', ADHESIVE TO BE APPLIED UNDER I �,,­ ,ll" //1 RJ4if­Hr4G_l JNlIld, r, FIE'Au 1HROUGHSELF-ADHERED I/ ""---'-' i,4 ,j , , I r 'I I C, s� r, � ` THRESHOLD OF DOOR AND RETURN I , ,, VIASHING S,EtF SELF -ADHERED FLASHfNG---. "I,,ff 11 , __ � FLASHING - 1 1� % : _ . PLASTER -------�,11, � , . shingle-fashicn or In acccr-di, rice, ,,��l:t�", 9"Ie n')ar,[II - i r-I �'�"' t I I I i�" , � flashina shall be corros on resistant, Fluid -applied membranes ,I �, y _� 'I &s - 't I On S - li"�, a t, ­` UP JAMB 6". LiSE I, Ill NAIL BRANU, I - � , FLANGED VVIND(Yej '�J I .� � �� I � " E A, i / ", 111- _T1 - 7. _��,f L�� _ ,_. I I I I - � =ad in a rnanner to prevent the � -'ll 11 4 �") 1 � c. � T,Til� d I �l " ) I I f - f � ... I -` ,,�­ ri, arl-cl il,�!Jl- ih.'l � IS- ufail:; irist�ucfions Ali flashing -1 all t-lin appi 12 PAIL DRYLI,")K t 'K ."� �. \1 11 ')F tt_�� ­_ �_ � r ........ . . . ..... . ­­ used a ri ,il:1-1,11 U, It � 1 1; �F t U, - 1 \ CMU - MAK"INRY BiSX, , ,�', �Q�l OR EQUAL. VtEAT!HE.R PROi- 'CAULKING - 46EE DET Itr WH3111, I - � s flashln � ­ 4 J��,/ I IF - � - I - I � - EXTREME ­­­----� � - REFER TO TECHNICAL --- -, �11-g � ,, " �_ - - L - ­, , _� 1-1 , - -- J I : t I � I "I L ­ , ­-, illil tl -1%:��Ill: l_13lVft`,1 Of Perietration or i,,,,iatel lo trie, !.'rrtilding structural fr Eli . . � I I - ,V r iaming components; . - 7 t " - _1­ - �.� �_ I � 1_�, " It ---.-. - P"' _� _��-"`L`L,L RELEASE PAPER -_ -it �- r,, b r', f'I C I tl �, � LETTER ON CHEMIC.Il " � � . �,,_ , SCORED ­,IJ entry of watetr In - VANDOW \ COMPATIBI I - . X1 ANI gi�gkl \ I .� -�, T I � r� O as flasil-krig ,shfail i1ori,Iply with AAllil,,1A 71 1 - Ail exterior fenestration products shall be sealedat 'the juncture with � - Pt- _,MM , - - ___ Self -adhered n )I "M I 1�� -Z� �� I I - li -1 ­l1l " _"�� - _­1 IiI " - ... . - 11, 11 . I'll L,_`" -- - �_ -- --- _­ �,,� - ; I '� ��g t I --,s . L I � � LL l" L ' r'­­ - � __ - FASTENER ----- �W_l - ;�� f*_ 1, _ I I I � 'I- - '. b. \ i - :­111 3F gW I �` � I � 'L�, _' -Al ED FLAlqF ,,g - , A ';EL' - ' i ­ i ....... �� ng viiith AA' �4P-,, 80D Or " STM C-20 -' ass 25 Grade NS or greater for proper joint expansion and � - ,_ the building vv�, , ll,%,il�,� �,t sea�art ­ - U � %3 �L'111111 � -�- �-,, �� , , l­ 1) SEALANI A I z3 _LF is -IN . I , �,Q� -- -- '- L � l �, L.'p- - q Ly I � - � -:- - - I , I __ I PiLU ASE v -, r- . � -"' I �) �� Ll , i, % - 11 � 1�. ,�, -, , -,the, 'a' -o"If. -, lard as approp: iate for the type Ofsea�ant 9ud-applied merilbranes used as T,101IN T , �F�. :,� I L, � EXTEND A MiNMAUM �T' I _' -0�4111N,14'1 ­, " , o - l g - ii� , ": I - WINDOW 80"% TO I _ I - I � 2 11 I r contraction, AS 1 I " - 1 i _Z � f .rrrt,311',�� A!� V :: ',,- l" C� � " " ) f t ll A, ,,,, I 21 1 ci r I't _-'r < p p I 'd "qtai r 'l I 4)SEALAN /­ ;l,'. J_ - ­ADFIERF_C)V,LASHI!I , C. _"' � � I i . - OX)TAlIDE Ela"�E l'.TsF` � ,% , �' � l­ lL I VERTICALLY FROM . _1� I ,--- ',-.',,"I!. 'a, T � - N1, 7, ] --,, �: , X� ____ Z I. '. .1 * �1 . .! _-, l . �t MASONRY 179 - - "_�kell I � k i i � , L' [!%- l� 11 L. ! -,� , � 1 ill I "ift - _Z:�_ - I / AnNDOVV BUCK-, " , , ,.--"-, - - I tl� - -_� - _-, - I BOTT -M , 11F \ flashing in extwll:�)� -,iva�ls sl � arl ,,.,ornply vvii I', 'A l 7 -14 The ffashing shaII extend to the surface of the exterior wall finish. Approved flashings \ i 1-11 11. - , . . - I I U . � - THRES"I . I - - � I 9 ­ i r� "I:,"', . � I -e-ol - __Z�_�, k ! % �A 9 I be instaile,d iL" tt�,_-� T�-���.',���-���-,.i,,�-,,,��-I,r-I �-Ilca*PGRIS �� ��_' , _,,', .1-4. �i,,,,, . 9 " %: 11 " ; � INSIDE EDGE of I E It � ,im � \ 5) SEALANT FROM \ � \ ,,. �. 1� 11 . �sil � ��, - - I _­,",1_1� _��q I - l ,4�_ shalli VVINIDOW FRANIE � I -. i:�R-lt­:l_,-­F'r il - I ___ - - I V " _­� - \ ., � __­!_� / ,--2)SEALAN_Jrt!sFr 1 / __ N _,15t, ,, 1:, I-- WINC1,010V StuCK I " - - llllll;III1111111111111111� \x vN�,l I i- i i - ,. �. - , I ��, � � - ­4 - &[`(�� I I014-A 013F,F: Drf"i][ '0.`F`02� ­ - � I � l , - I "�� � � � I l - I I . N E � - ly ��, , ­�­, I , I � - '�,_ _�I) - \ E ACROSS WINDOW BLIC'N - . � / , -- ��,-, ,Xr, I IF " - �, , ' I - E ""�', � Q � _�- i t ­2r�, klv, a ­;r f_'�peri�r'ir­z F-Iashinq at exterior window and door opening , 1- -END TO I \ - WIND I " 'L �� - 1.'1LExti, or%%11ni3& nln�,J"J!�_v_ � AND EX'T Il"q _11___1,,i1!_1,,, , , . """ __--� - - J / / ,,- I � � �. _­ 9 i �- - - , s shal � e xtend to the surface of the exterior wall OW F RAM E � \ , - �� 1 � I I �4 ; � - ISO N RY - ,,,, -,,, 'Ns �k - . ,� I __ , � I ­ �,�.� LL :x��� ,r "I ,l,�31I_.�Il-lIi�,_Sf�t it, - " -03 -r , I �r � MechanicaIly attached flexible flashings . � " i finisl, or -o th,­ rvebafne�cr�rnpll, tg­lfhSection --! fo slibseclull drainage " - MA, �_ "� \ .1 ____ -AC � " ­­�, " ! __ Z­ . - - . __� 5"r 11 � i � - ,� � " , ____ / ATI HED �,�el � -11 � I SELP AI)HERED FLASHING - , - - - I , .X, - �,__ I ,- ,-,,, t____1 ___ ' L 'J - ."i, " N,-,Z-'RR& __ - I 0, 00I ,� 1, -1 . ', 'NI _� CE.....-I __ - PER CODE . �,,'_ 0% - � ... ...�� - "­'. 1, - , _+ � 'LL I ,,-,-) ,� 1_,� �_ I- - � 1- - � REQUiRENIIIINTS - . - %-��l_ �,,, 4 - 11,�', I- 1� . 7 "I ,- t, _-"��,�� � % --- - I 1, 1_� � 2 1 !-��r 6) TOOI ED sEpa-Amr t________��1%11, 7 1, ,r_ ��., ,,, sh,al� corripkv l:�,�� LAI'l 712. Flashing at le,,dehor window and door I,:)plrF:ni:ngs shaIl be lnsta�led:n accordance teirith one or more ofthe - ,_ BEAD BRIDGING � �""� "I __ -1 , � _�� I 9�1 - � ,,- 14��k, ,-, v, a� ez:,�I� I "��', t 'Ll `lc', ,;�-z-i,,r", � -,. , , ;_1 " ��_, fo 1 I 0%v i J CLADDING AND VVINDOW ;/ W = � , 01II!iIi!­ �,��, I" �_, ___ 1-11 11 I - ."', �, ", t% - ,., I I,- '__ , 1. 1, -1 -1 . I ,­,"Ins"Ill-r-I I,-- g I in s � I r, I. , I c 1, � " " �Vl� i�'. _­11f - ", I DI-C", fl'.111(;,St�,"ttfil f1l3i"I'LlInCturtl� l - St -id flash- fions or fI-,v apphcat�ons not addressed In the fenestration � I'll, . ....... � 11�r "', `Q�,�, ", fL J ,� 11-, 1/7"I �Z,", 11,� " Sil- REO, i,ASi I I no -----­1 `�I_l ( FR-A-AAE ­---­----- "It. ", " ILI _'AlAlF: I i , ", 1�1 " " I ,," -N, ,� ""' - - - z . . . ...... I 'li, � /`­`111 ,.,_ " .. _____ 3,1 SEALANT WINDOW FRAMErc / ,, , I 1-1 ___1 �) I , , Filit, � t � N � 3 IF L. A N (I F � , I '� " I " - �_ � - -mul',,.,-�c,II.jirei s ri A ElOn-C, If" ;_:1Cr,01'_ � I ,-I L. � I - C WINDOW Bi.11 THE WAY " ,, s'll t.l l Ryt � I , 11 - ;,(-I; I Ip, sti t, �CI' - - , �iance ,noth the ftL,-, shing matrig to, tt_fferis �I_IF -�r le flashing instructions or details are - .,. , _ ltrrictim �, 10.,`her � - 1, ... t --- A 1 , - ( 4 " / __ I � " 3 1"t _" - � - . - � _­­ �< ,�OI, �__ - 1- I J � L - _ro, "',iri,jail C , C 'if_J,j ` _' - , J , __ I -1r, "­___ ? C T ., J "" � '�' "' '� � T � ' ; l� l S -III ofextei I I) '�J r 1, ­"L , -i, - Ila, s aor o-�, enint- s Pan flashing shar be sealed or AFTIOUND, INCE IMANO' SiLL, / � - � - > - I f Ill flas,h np 0l I! be ii stalled ai U� I I / ," - I/ ( L% """ �', I C t, � -l"_ I -- � L" c - I i �, I 7 "I, J 12y; I � __" I " t� Ill J s _- PC�C! III "�,,ll��- a ffJaf-"fr.,e"L � 2 ) ,,-IEAL 70% OF !( � 1, 1. ""�IL , �� I s to d�,rect water to fl-iii., si_fitai�,e of tt-li-,, exlertorl,val't fintsh or tn the water res strive banierfor subsequent l IlIr.)t F%.A8, ,,i OVE R I/ 1`1 '__�_, 11 ,, , _� ­_,111", _� A�0 "LiEn a 1! I . I , � , - " 1 NIF �Fi I)ECKIPR'i � , __ __ � � - - I ,� i I ,5 - - -, - _7E , - h -�; lj �_H. - � - . � I iV i `­ l l D �_ n IF a'T S U11 S � L I I l I t , 9 ci , , � L . Bi)YV.'Alol NAILIM'q� 'I � �L'11 I Ing P a. 1 ',a sh I n g c 'All � n - i-Irt-Iorate f I a shInq o,­ pro's ctIon a t the he a d a rict sides. ` 8 ) � S F 1) E` rAt L W PIJ 7 � ,� I ", l"" ,,, i - �­` - - : FILAI40F.' -- - --- ­.. � ...-..j 'N__,� E" I ��­ - ,� "_'�L t 7"' - �!l Z� _- �,_­� - , '--,- �­- � 4i=%,­ ; _� - A-,- ­r� , yffesj�� �.. � �__; I i -,r r a. r gIstered uES11 I f.�P 11 cl, -7 - � - T - Ir"' liinSign- Or el - I ,, t -, -1 1 ��_- -, 2 -! - , uc; , - r 1�11_ 1-2, In &r­, ,� - i ill lash' m­'"lod i - 1""Ir __________,_ _______ .. - ----,--- ___ I - __ - - - - V � � 1 __ __ ­-_­1­.­_­-__­_,_ __,, -�,--,--,--�-"-.-.��---".-��------- ...�-�-.���.,�-..-.---�-.--,IL�-,-----�,-.-.�-,,-,, . ..... ­­_­­____ ___ - ; - 1.3 1.3. In a ­-,_--_­1­_"L - _ri,�_, , ij-, I t r L i r­ _�V _ , L _�_, T ­_ �1 a e- rrls�,�(_c _ jr ", .F . . 1 -3 - -, , - f1i l, � �_�� 'it it Lt �'�' � �_), � �, � a l- _rl l i '14 I SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING r% ^ - ,,CS06 05CMUINSTALLATON 6 POINT BUCK AND i i ­ ; 11-011-- - M rl " A � �� �i � I VL,,%_ . � I - . - ' �l 7AAMa, -100, FMA; AAIi,1A 2`00, F�,4A]'A'DIl 2",r), f�-f��,ilIA2,"A;�fl,,�ll�l��i,,," `r1ldl:DP,i,1,s1 300 Or FlvIA)AAMA1WDMA400, I ! ,IT l�� � !!� , � L­ F LTI - Ul- 1A In a- - - , - 0 1) - � - HALF ROUND WINDOW , EXTERIOR DOOR WiTH DECK INSIDE CORNER FENESTRATION INSTALLA ON AND INTERFACE WPO4 ' WPO5 WP V i li � ) I Ig f 0 1A, �', 'Ir ,I 1 9 2�At �h­ jr,f­ ol f- f f, himneys oi Other � _f�iSi)r),fi ,�, i'Lr ,)J)qtI1J i , � 47" I 1� , �� i ,`�7 tu , , 4 ii� � i If I y "I _: . � l w�th frw,T)e , r s1I4T,r,,c­,l,,,,, walls, vl,itt"i pro acting lips on both sides under . L I stucl "­,,;_­ic,,-� - I I I I -eta'cop�ngs and sills --*--,Ground, -- 3.3.Urlo'sl- and ,"l-L fh-_ eiii-J�- ol� ;-�-),65on�v, vl[�Oo,d c-;1 if I '" i - ­r . '_ t 4 4,Cci l'uni .c,,l -1 abilve al! ,_-�ro�ectini ,".liarodl mri-, - L_ " 1 11 � I g I" c ,, I ""' `,�, �. � L I i L , � __. ' - % r, , _. . PR 0 8 ZOZ3 ` E _ f 'i lv �) ­­­_­ .... . ...... ,:Z:::�:� 1. ­l��­,��, Sli-EATI-trill _ . P­�-_ - ' ­ i --- o'-CkEol s-rtaifs. aft-ch tc a �, ali n�1100r-2SS--IDIb�,y, ��.�f,i,:,�,,00(J-Li'l�'l�')"I�,'::� c-orr;truction. �' " ,,ll, , _�ZLZ ___11 ­ � , - . " � , ��­T-�-­L_ - 5.5,Wh- re- exiiilyf�Q%,' pi-x0l.R., 1 , i I I - "f , lil __..."_ _ _,:,=,r, l�:,_ I= ______ - __ - I :� � --� -7; rl 'I- _,F - - . � I,- �L "7 _-IL T, . , : - 4 � �::: - __.- _. - --; -:��L� , - I . -, I �­ i � � FF�,, l � � - ­'1Z , - - .r . I t:­;­� L, � - L, 'efS,�S-_,rj � - - E ,� - - " I " I - ­­ I I � - I � l . _­­�� " �� I �_ . I I - , - `�'1111, �� r ,L1 " ' ` ...... . ' - ... " � ��! I I - - -f v 014NL-�n g:J�Lfers . Plan � ,_ ­­ � _ i� i il _-_11 - ,/ - I " _ _,� I 'I T -Ill ­ ons ____ __ l,��,I L '.., '� < � -_� I `�, � -i if H � I_L�­ I ,� "I"- - � ,_ � k . _ �, - -.I-- � 6� II � ­ .'s Vi""'ReviftAs - ­ mg - __ ­ T r', , I, , �� _ - � k � _­ ..... - -- Water Resistant Bar rIl 7� 7.At �, l: I, �, Rell sist, Inc. � - - � ", ;, - - - " "I i ll compli "mPleted and --- I .. - - - �_,_ - - i - ____Tr_- " � -1,, "' I ". �" "',_ - � " L I . L L � - - - l I �:�<L, -_ 1. JAMB, SILL AND: HEAD DETAIL loe / 1� _�, 11 / . L , =Z"'" ",,'I'll Lath hV I C I- / ` I " - L" '' ,-,,, ­_r, ­­ _, ) � 8 7th ditia . - 141IFIG ----_ " / 1-1ED FLA'Sii fiNG ' "I , - - �rl I ! I I APPROVED SNEA1 - , ""I E _ 'L I In"O Klahr I l' � ... �/ / L"', '.1" =L SELF� ADflf,Ff 11 , ___ I -1 APPROVED HOUSEWRAP -� -_ - il - I / e`,� " I "., __`.'�� 1, " > ­ Sheaffift TAILS AP'ZE C�4'ENERIC AND MEANT _T_O SHO' GENERAL PI2300 � I - I �L __ Z,I/ I PATO-I I , THESE DE VIV __ - V : 1,,� z,11 / � / i , " ""', " ",, I ------ � ", Ill I I � TLI ....... f- � � -1 TWIN TRACK 2 5 --� � I - ,� I "'', I � f A � itil rpp STIRUCTALAn - I I - 1, , , ==!� I - -_ St"Wim 7A - , 4�_ � - � , I ____ . I r 1 - 2' N,,111, I - _, � COFING METHODS TO BE USED. � ,!!, I I 11 '-f"ll F L A S H I N G ! , N '___1 i -_ i ­r, I k ll� 9 - . - li ,,, . ..... , I .. . .. . T �!5 3W CEMENT PLA9TER ­-___�� � ,� �1111N, � N l,P ,,�� I I , - ,� � _. __ l,­_ __ � � � 1, � 1, / �� 11 'q 4 41 . A, � 11 I � 12 MIL 0AM) DRYLOK EXTREME ­ - - . 11. ____ ­­ _LL ,,, ,I,, i,i It ,", t, ll� 11� ` I � I 11 I . . � I J� 4 ,111 : � ,, . I L____Nl1.__A­ I �, / I ,-i APPROVE D F LASHING TAFlIz .- �n­<:_, 11 "',,/ ll� I�lit � Ill 1111� rl,"_ L ,411 , � �� � � ipl,,% 11> J - - ­­:��� "' � 11 11 �1� I �i I � 111 _ ,,,,"r 2 J . A I 7 'e, Q I . I . ii ____ - :�� , 11 I� �! � /I "'," L)UPULTI-M I 4. lt 4 > _ I I " �l � �, 44 � I I . . : . "IV' SF ___ I r ,r- � I I JOIST - , V 1 4. A . _ALLANT ROCKET YGPLI "i, Z", I " � I � � 11 ­,� �_, ] �, L� iril_ - W . - : , - . I . ... , cl 1 �, � ml- f � , -, E P Lr:ni"�ILL-DAPPR�.')V'E�DSE'A,�.,AN'�" - -, � i �r� 1� /I � , 1� - ., 1.� - L - ! � ­ I ., " ,,r i I ll " � It - ta,z 'r � t - T � I ___ _____ - - ___ . 1. , I � � - T ,� olf / SINGLE It i � "�', . ,,, ; 10 � I i -, � / I WOOD BEAM !I I -ci,af, f ,,r" "I'll, 11, / i � " - ' - I I . , jtlao-r,ii - 'Li?with - ______ -_ ement Plaster I "',` JOIST � � � �1,l,l 0, l � Fuundaiiuf� Wall z � - ,,�­ , � I M - - tl I, Ill, ill , G -, � I I _r ,1_ 11T)"L lll 1? SE , � " J), _._.._`l'__'____ .­ � '1111), 11 " BELOW I ", Liz-AOHERED FLASHIN ,,, I . . � I - _� 1 4 1 - I" L I 'L �,,� . 'l � 1. T , - , � - 1� � in accordance with A )Ili ) , �, � ', , ­ .�,) V r I I - - �!'­ r� --- - -TI-,-- -_ ,� J � " \ --_-`_`--'__'__J SE, F ADHERED R .: L' � 1 ) . V r "I - I I 1, --- /",- r, ll i " I "" ?_ "? ,,, �� ", -1 Irl �_ASHING 1, 4, � 4 1. - 11 ­ I A ".1i I I - >, T C926 0 �/ \ I " . 4, . 4- . I . , I /1L I I - I_ ! I . ASIM 11 . . _�� - r �, - - I I - - I F � - __� / � 'A.// r/ , ". 'Ar -h".., p.r­<' . 4 A . ­ �!I, 0C1-h­-lJ IT Ula,, -- A1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII0 - MW - / " i" ' 'A, � �� '' . �� �, , �� I l i- - z -, IS --I I Z� ­� l 4 ,l� --- _-, �", _ ' , L � " , i" I 1, I � ` -�,, " I . I � Ili � - - � I "I ", " � - r �� I , It , "I I �� , I , I n, a c c i -) I d a n ae I L - I I _�_ __ __ � � L i,,,L"t t I i o J ['�::�,, � _1 "-,i-, -­ Felt backed metal r .... " ,�, 2 " a . I q , � . , , l; 4 , I , � ", r , .1 , ` 1,, I t� l, ,j � 1 r 3" MIN--j" 4 l ) ,I 11 . r / , I , 1, ' , I "' � 1-1,14 't��"",��, I r r - ''j" 1� ��111 .'�,--'.�',..,%,,,,�l,� , , � - / 11 I - --- L_ "I'l N, �� ','. ', _r�,�� . r 1: � _-Z /' r,,_, ­1 .__�` \ 11N , I'- - - ' lathe in accordance " ,11 I ,." � X L, 'L,'�. " , I , t h A 4t: , E 1, '� -1 fli 6 � \ - � , , �,., I I I ­ I - r 4 � I � SELF ED " � � - I l '' - , l,m ' I ! , t� . F -, �� --,,, ,�, SELF-AcHERED ' -ADMEN � 1' , � , , ., ,:, �� I', ", ,l:_ ��Lj��,,,, ,,, ', " I : �,,, 1\ �"' "'It � ' , , �, � I � I - � " "' h, � " " ' ' - . , ' �' LZ, �� I— - , � -� ` -� � `� '� � i � 'I )�, " " I - I ",:2 , With ASTMC1063 , I F -ASHING FLASHING , ,,, - - - -­ "" 1'r ' " i "I I ,\ , ''�,:_­ 11 '­,-;�-,�` t I � ,,' � I 1 1 L , 'i if i Itl � � ,� �1� � ii�:Irmg Paper r I " 1 � �,�J ­ \ - �­­­ -Z ��L - " . -r-, --- - - U , i ,72� I, , I ,_ - � � I �.!,:_'� ,� - I I I I l�", , . �� 'r r , '., I,!" -, r _ _ _1- ,t" , _77� - - � I , Z� F , � - - 1� � �11) -, � I I L ­, ''� 5 " L,rr I - ­',__­__­.. ­;, ,."".11l LL 1, r I _� � ­ 1--��i_ ­ - k �,� � � - �_"�S � ,� - " " i - ,_',r , . - I i.. 2� � _L, �, _:�� ;`� ", Building Paper , : . \ , , _ , _ ',�Z" L . /� 161 t � C, � 4 4� "l 4-, -- ­-.11l. I I I - - �� - ____ _______1 % " \ " � " , , ,; - _. _­ ii 11 l - . L � - I � L '�r'i:�"-"a4_ _� - - �_L, %l I., _­ ___-.11 __... -.- � - __ _.,_.._______ ...... - ___ __. � . . ... ... _.. .. .. �,��,,�".-.��..�����..�����,����,��,�,���,�,�� .... � __ ___­­­_­r._,_.,­ ... ... -,-- __'_­, ___­_­­­ ­_ __ � l ; - - .r , I I , - ,�� , � � �j� - - �'i'i � � ' ' i , I, l, 'y -X P O-W,7 _-r- � It -, - � I il- % ,,, 'L \ 1 L - �� I : I L Ir L V- L I -, ,�, � �,p gt � - " � - - - ­­ ,tl�,2 .. . - I � I I ; / -­�7­ � : i _ 11 , ­ � 1 _. h I n 1�4 I ,rll:� .�' ­,"r',�F��,-5,,�� -_ - � __;7______�,, �, - 7116" O.&B, U) I � , __ " �"' '�'� �vr,"�jV,", ,r ��A - - 'I, � � t', r, ,- . ��' _�,'�'k , 5� -1 , � _�__ "l,rt r � ":�f 1-l" I - , � I."_ _ SCS 06 02 WINDOW FIN INTERFACE Itl SELF -ADHERED FLASHING SELF -ADHERED FLASHING ; _�, �,� 'c 4 ,,,r' � - i - \ � 4�::­­-­ ­­. . " ll 1, - 4 , � �,�', sheathing : ?��. , I �� � I FOUNDATION'WEEP SCREED L, - , -, \ � , -- - --- O"! n t ,- i . _.i liq ,< r ,/I ". :L- ", ,',"� EXTRUDED SHOULDER DECK jOIST WPO7 OUTSIDECORNEER i WPO W Pu'"%� 9 ,,, ,� �. J I st.1; ",,r �L ""I _ a IIIIIIIIIIIIIIIIIIIIIIIIIIIIII � I � �� � I ,,_� 'c"hin- r--- _L , � ­�, r' ` I - -1 1% - L � � ..,l ll:i, , ,!�� ,��', L" 1 Ill " , _ r F �,� [ ­1 ! ��, ,, -, � �_ I , - � E IL,-,_ ,,, - -_ L � 1<1 �_ � I ,_ -- ­­ L-1 I ­ I � L L L I L -----I - I'll I I I I 11111,11111111mlllllllllllllllllllll1�. ­ i 1 \ I __ ' -7,1 ­_____ -, = . � �, `,.: 1 ",.'�11 \ / � � __ - -_ , _!�'J � --,- r \ . r, I ­ VVII-Ir" I(JIN-1­1 � I L ­11'Y ,-,- ___ - __ --.-- - ._,__ \ \�t�L - I i I- I I ,�. f, ,, 5­t-i, 11��i,l/`, -� - lc-:� L i I K I 1-11 I > ',,,,�,� \ I - ­,L­� 1, ­1 � - � , L . Ir I " / 2x FR,AMEWAU_--__._,,__ ",/" ­� ­', � , ­­­­., ­­". ­­rr_.___­__­_­__ _­_­1 IN I _', (-L � , L 11 - 1: . - - _�Pp � , I 1, I �, 11 I Nil i!g n I I � �1 _ '(��:,� I 1, SELF-Aru"HERED"" FLASHIINU _ // i I "', - I � 1, .',r ."�?` ___ . ,�l , \1 L I I I �,,� �, �', ILL,e',/� -4-0 - L ­­­ �, r ��,IL�_,Iprj � � , - - ___ r-- A - 1\ . � ­ .­­ , r, " " r " ��i , , , � I L - __ I : , V �j piL r LEG E N D I--_ I . �_ L. � M.',Jj[r�tljf�� 11 I _�� I ' 'tc (D - _ � . I ­ - I , I E ,\� - S ampede or sirnhar L � I ... .. . � f r, I --=,- ­­C_ - --_ - , H �, t" � ,f �,1_1-74_-____­ (1) 1- . �> ,.,l:!,[ I:::: P,j'r�,I[��Ifjrl, I � . � ,ij, llj I�� kl: I ", PRO"DUCTS DE TA ILS TILE FINISH � -­ 1,,­______ ­ " " 1,�� ') � f ASi-INl" j,�ir,f7s � . L � I 1-1 , __;� �, ", , : � : .. - �� , r� I , 1111 cauk bollom --- T11 �,,,',� , "", � I- [L,q��p I , " l �� v " N I R �c, I L � � � � " ,,�%' , , W �L IrNI Ai4ii tili'll"D DRAINAGE ril,VvE QP) IAII,rO HER RESF5FA IT - _'A L , , , --_--Lr----,- !1� I I . � r", _,,_ � BAJFFrE"-1rF MR6 I - __ 'v I- �n sl-���, I � '' 11 �� ,�,,,"", joint only - - � " 1 ; ��,.� i, '­ _­_1 i W I %, i � � , I BC�nf,- BIL,trl,r o 'R - - 1 2 1�1�1 � � � , : �., " -_ � 1, = I / ", I ) _ _� �� 'rirL�,ir I iir iESIIS A BA, R ER - ---- I ­ ­ � �, : _ r' ,.r' r ^ .0 : U) \ . I > ...... lr)i,r�]� BREAK V1,IRIFF ? - � R I 10,11 R I `� � � �,­ � t - ­_ L - _ __��, ­­­ _'..­ Weep Screed WATER RESISTIVE BARRIERS ARE REOUIRED BEHIND s-rucco t, ._­ : �� I i I/ 1 sli.l. ['F FI,t1Fi,q-?,INf3 ISF � 1� ATH ..--.---.--. .-- -------­- -- Abol,"lle -, �:, - - ­ %/ If ,1/2" DIJROCK ------- = ------- ____ : > �, / 11111 . . .... . li �' , _ I - %/ -,/ " I I ­­ d __ I 03 � i PVlF$7F R, ACCEaSlORY --- ___ . ,_;JJf L PER THE FBC RESIDENTIAL 7TH EDIT11ON (2020) -----__.___ ill, , j�-.�r - . � �rlhlr-,�L-T r ...... Installed As Per < / ,,, ., I ,_ _ �� ,i'l : '­1 - � ---- � I / "' �,, ,,--- S I ., __ - ... " � L L I- - , \ , , '. r L,ti'rri I CH[Al i-1014C, 1083% I"'Lr 'l'rlril')t�)I'Iijr'lii�� iii�!lt'�Ijlltlsl _21 I � r-1-11- I � - - -,,-,-,, ,�- _� marlufaut. Specs. , � ;� � �_, - i i : ,111/ , � I I " - 1'4" PER PLAN : /� , : -----.-.---- (V - : '11� - .r � - e !R L re, N 2 <� I - - �11 � ,� r �, , � Ill \ �, llr ___�__ - '-,, --,- > � l 11 I - ,,, ­ ,Is Ofr � � ) � - - _� � Detail Instructions I H - - rlrk�,"ilrl Dp elf - - _� � - , �_ ___ ­ ��, , ��,� ; �, -1 � 1`-011l PER PLAN \ : - -1 : -1 Refer, to the number marked _') L - ­_ ­­.- e �zr �,lll, ,,/ ,��i,�� ,� 01F. taiRTICAL I -­ �j I ­ ,��,ll �, L LL � I ", N ___ 1/2" Cernentitious C 0 as I , in each detail that corresponds to the i :: Cement � �ti, � t � 1 1 1'� � T � . 11� - I I -.0 � I I I/ � 21: 1 - \ numbered items -in the list of instructions below- I ______� . . ... . ....... 11I Jil \ ""', , I I ,,�,�l�,"�,�����,��,�;�,,�'r""J'�,��,,,�,���� , -7-t" - _� - ' - I I I , \ Decorative Finish %_ i i n a cco I -, n, 11,�-IaL - - - � t � L,L i 0�_ - �, � � � � Ill 7 ; / , , "Lfril A',,��'Ari AtR - - I 1 ; ,--r" \ - i I ll I > : ��,tjj(� Qi_�e VT I L � I I 11 I I I / �/ I < �,-Tdv_,tFRfl:JR with AS1: " �t 6r ­11 � I I I L ; " ­f1j, tlt,., a 1 , , ��­�'31r,"L `*'I� ..4 t '" L I -1 % i ��� 1 - v "" � ­- All inside and CL I 1 � : � . : ­t/ - li � ­ � _- I S - :� �il , . ..... :, P , ,,, . t � �l' �' , "' I , I!, .. . _"_'_­­'___7:"�,�,7 I ( LOPF- / - ­ � ! "l- - , - _" - _ E. ____ 7' riJ(','rl FLANK% t� over wo,&, �I:L�L� 4 1 i 1;.. - . - :�, outs e comer w . I -adhered flashing in order as shown by number i '�t __ - - - - __ ___ � I _1 4 , W 1 I I � 1 �L ­ . - 4IIIIIIIIIIIIIIIIIIIIIIIIII � ' I � i 5 _�_, -, - ­ 1. Install selt s __._________!____._. . I I _= U I Ill -- '' 7:�7­ `_­ f loor I � �L I l 1� '' ,11 � ­ , ___� I/ 8' CMU -- _____ '� � _r I . I ,,,,,, \ 'N" __ 'Ll� I ( ''-' - ,�, - I �: i � I :. - � , - - ­11 < . % - , � : i i , �_ L_ 2 . - I I , III 2_ Install flashing and weather resistivin harrier to form water sherlding __ - _� r I I , , 11, ? ­\ �i I:i I it - - �_,,.� , � - - I " , -11 need to be miter . __ ::I � \ "1\111, "I , _._i�_ I I L 4 I i'L�� : � ­ - - I � � � - , - . \ - _ - _ _. __ 113 I �1, , L : I � 4 , 1, - -_ �Lk� \ I , � ol .---- _� . � . � -l-__ , I r ! . - I / i - - - - _ - __J§1� (I i i .. I i i � laps 4" OR 8" CMU . 15. , � I r\ . . r " y I - '. vI cut and caulked all 0 - 11 I . , 1 4 - i I � r � � 1 1 i I i� - - I � I � - � I - I I i I it, I ��, � ­A�. � butt joints need to I - E � � ^ " , 11 r I I 1 "I � I- � � _ � , , _/\Z),,,,-- 1/� "_ � ,,� ,% 1%/ \,,,�F,�,,, `-_11 I . , lf"� i ... ­­.`�TRUGfl I,FtAPil � :1 � ,,, , 11 I ." .1 � i ;i-,,,­� "V,�.-V,- ­3 " - - � � tr� I I I ', �,L I t; , 1, � ,, (PER SEAT DEPTH) -.--- � ��, J , � 11 - - �. I 3. Self -adhered flashing can be substituted for building paper ______1 ::- �] Z z �._ , "I'l I:, , , I[ Q 0. - =3 . " I I - , ,� ­'...­­ ­­ ,,,� 1, , I, : 11 , . � - 17 1 � 1, I � - .-I � � -i, _... ­4 r < :5 _____ _­- I L ... " ­17- � I !"� l'L I ,�t 1 ! 11 I - - becaulked using 0 4, Split the release paper using the ripcord (Split release on demand, ' � f 11 � 1, �� i L� . . , - :. ,I r - .J - .1 i, � "I ­­ tr - --- - � - a. �:t, li, 14"I'"I il � - - -, 8 11 R U11- - � 1, I F �,A � � I i � i E F T 1-1 I rill- L, f� - 1 �: � f ; L L - !�__�,�.�� I moo FILL WITH GROUT --N,,-,- . o- I I ,-L if ; ­', � r , __ I - , - ___ 1�11 . . _ ,,,,,, i ��_­ I ,5 il �� ___1 - I Stampede Or sim, - � � _ - � Cy ,; �l " � � : = I I - i I . ����_ ,% ;4_�­ ,.� �_ 4 I i - � embedded in the adhesive layI - for ease of installation and to l, - � Ir 0: ��­7 - ' ,, \ �,�,v � . !I-- i ,�� _�__ - - ­4 � I" � , - ,Ari IS A F=,'F SUI I OF 1 I ['11 ,� ;� I 0 __ I - � - W \ PLASTER S TOP -) . I �, I !I- _]� __,� / Caulk for all __1 - __ UJI )� j i- _F � _­­­ STRIP OFSAI I 1% 'L I , N�: 4: � 4 ,I ,� I 1L I - -1 I � � i L. I" I - -- , � \ � I - A] H 4KA . . 11 � i , minimize scoring cuts ,�, __��li, _4 , -::Vz, - - - . - , " 7 � I - n_ I "I, ./ 1-1 NAT�Fl -SHRIl Gf: _ i " ,,:-,�,��11 � 11 4 A - � �- 3 / - � ­ DiD 0- �_�i_ - l�� , �� I � � � , 91 5. Remove all release paper per standard installation instructions and ,��­­ + �, - __� __�_, � )­- V) ---"-L--- ________4 11") I EAL I L , 1 I S ;�, �� i I �L " ill I ­1 - � I ­� - =� 11- ,.,I ", - I I _­_ ____ \ _� - - I -_-DRAINAGE FILANL M`18 11, I- - .,:�, � a. 1, . . = CONT[f4!,I0;_NZ e-mcKPIP __ , - I \ 1� . � I- - - I 11 ,,,, � ___�l,, , � . I 1�p . Gi UJ _1� - -1 � 1� - - -- i ��, 1� � I N �_ __ I i , 11 li 7 ­­_ l��__ , . h = I -­ " � ­1 � i, �,�ll, _ I , ,� I '-.r � I ''�' I � , , I ��r, ,-,� I , . 4 - � \ . ,�,,_ � . " � L i .p I " i� _'111 " I Minimum) � . --- \ I I � - lil,",AIII) BFIF AX ryll'si I - i , i a) adhere to substrate using a square piece of flashing material (6" x 6" . L ROD& SEALANT - , ( , 1::o , J '. r -_ M 0 D P I P S C R E E D P L AS T I C' , "', I I W / ... : SLOPED MOD BED ­­ I - �t I- ��, �� = W Y `L , , - r I I ,,/ " I � I L i \ L__ I 1, . � ­ I Ir I I � -1 ... ... -1 _1�� I 7__� _,�" I I", ",�""', (n � I z _ - - .. __ cif: IATIA - - . "I L r . . ....... . . . ��..���.--...��L---...-.....-I-r�--I - �� \ ­ . � _ , I � - lr _A_ � 11, I l Fold as shown by arrows ­1 1. ,., �_ , - I !�_ uJ I . / � . ..... . L 10;;� - - - - - . , ,�,�, �� ,, CD " . U.1 ,41 ­_ i ii , co - I, . - I o , � , � _. I l i. ,�_,11_ ii I I - - - - - � --- -, - - � --- ­ - - - � 1 � � � t - - �= - , - � - I , __� / " I I I � � i �� 041111ft 7� Angle of corner may vary, ad ust folding of the flashing accordingly to ') " � " _JH , N C I �� __� - - - - , ­ - - ­1. 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F F I'Til C'A N T I L E V E R, � A I � - 1. - __ ­T __ - 1- I IL 11-- - - - ­.11 � .. � . ­­_ - I I � I "'l, ", "ALE WP1 1 WP10 __ I �� 'C'N "" N "' I " ( ... � '*,) C - - S, LA_,� i LJ I - - - - - ______ __ � __ __ 17 , 1. --- W FImq,k 1 a 0 - - - � 11 s TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED----- WEEP SCREED--- CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8 ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"=1'-0" TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED --- WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL_ CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 3"=1 '-0" TAPE EDGE OF HEAD STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON FIBER CEMENT SIDING 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING PER ELEVATIONS COMPLYING WITH ASTM E2556, TYPE 1 (TYP) PER ELEVATIONS WALL SHEATHING PER PLAN --- WALL SHEATHING PER PLAN----_ WALL SHEATHING PER PLAN SHINGLE WATER 00 SHINGLE WATER SHINGLE WATER 00 RESISTIVE BARRIER RESISTIVE BARRIER RESISTIVE BARRIER OVER FLASHING OVER WEEP SCREED OVER FLASHING — TAPE EDGE OF COUNTER TAPE EDGE OF COUNTER STARTER STRIP FLASHING FLASHING 00 CONT SELF ADHERED STARTER STRIP WEEP SCREED FLASHING TURN 3" UP WALL COUNTER FLASHING COUNTER FLASHING 18 GA HEAD WALL FLASHING CONT SELF ADHERED CONT SELF ADHERED TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL—-, FLASHING TURN 3" UP WALL UNDERLAYMENT z z_ SHINGLE PER SPECS —� SHINGLE PER SPECS SHINGLE ROOF PER SPECS 00 STEP FLASHING TO 00 STEP FLASHING TO EXTEND MIN 8" BEYOND ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND UNDERLAYMENT z TURN UP WALL MIN 8" UNDERLAYMENT ROOF UNDERLAYMENT TO ROOF SHEATHING ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" PER PLAN TURN UP WALL MIN ROOF SHEATHING ROOF SHEATHING PER PLAN 6, PER PLAN G 6" NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL RAKE WALL HEAD WALL SLE TO STUCCO ROOF TO WALL - SHINGLE TO SIDING WP12 _ 3"=1'-0" TAPE EDGE OF HEAD STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON FIBER CEMENT SIDING 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING PER ELEVATIONS COMPLYING WITH ASTM E2556, TYPE 1 (TYP) PER ELEVATIONS TAPE EDGE OF RAKE TAPE EDGE OF RAKE WALL FLASHING WALL FLASHING WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN SHINGLE WATER SHINGLE WATER Fd SHINGLE WATER RESISTIVE RESISTIVE BARRIER RESISTIVE BARRIER BARRIER OVER WEEP SCREED OVER FLASHING MIN 8" OVER FLASHING MIN 00 WEEP SCREED 00 STARTER STRIP EO STARTER STRIP RAKE WALL STEP FLASHING TO RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND EXTEND MIN 8" BEYOND UNDERLAYMENT HEAD WALL TRIM FLASHING UNDERLAYMENT TO EXTEND MIN 8" BEYOND FIELD BEND PANEL UP 1 1/2" UNDERLAYMENT FIELD BEND PANEL UP 1 1/2"--- CONT BUTYL TAPE SEALANT PER CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION INSTRUCTIONS CONT BUTYL TAPE SEALANT PER INSTRUCTIONS Z' CLOSURE MANUFACTURER INSTALLATION _ _ 'Z' CLOSURE �r 00 INSTRUCTIONS 00 STANDING SEAM METAL 00 Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF PER SPECS ROOF UNDERLAYMENT TO STANDING SEAM METAL ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF PER SPECS TURN UP WALL MIN ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING NOTE: PER PLAN PER PLAN PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL FLASHING TURN 3" UP WALL -RESISTANT MATERIAL RAKE WALL vo HEAD WALL HEAD WALL (DING SEAM ROOF TO STUCCO ROOFTO WALL - STANDING SEAM ROOF TO SIDIN WP14 - 3 =1 -0 , It FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A Cll WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE c- SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > L j O -�- R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O OL WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE CIO 0- EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � VIm THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. CC3 ch R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C '0 HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q C _O WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL C C O LL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O Ocu UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O O JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED t!) MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER-RESISTIVEcu Q BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT —0 U) Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 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 LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN CO ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. 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 NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 1 3 BUILDING STRUCTURAL FMING SELF -ADHERED MEMBRANES USEDOAS FLASHING SHALL COMPLY WITH MMA 711. ALL mi EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL 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 DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A a0 REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/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 COPINGS. 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. d 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL 7.7 AT BUILT-IN GUTTERS. ESE ARE AND MEANT TO SHOW LS WP 15 THFLASH NGI AND WATER RIOOFING METHODS TO BEUSED. GENERAL cn cz APR a 8 2@2j N U)9 cu b i Review l�SSiSt.InC. 'q C MP -feted and approved C) L ".., h the 2020 FBC 7th Edition t; t:,«3,sa t':.rErtr Mahr En2360 mQ 4— O Q ♦--+ O O L W Q Z Z Q J CL I,.Ld ice„ ---- -F - - SHEET NO. WP 2.0 I STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED-------,,,-... WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR-- -_ TILE ROOF PER SPECS --- ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"= 1'-0" ME& FIBER CEMENT SIDING PER ELEVATIONS-- WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND WALL SHEATHING PER PLAN FINISH STUCCO ON SELF FURRING LATH ON SHINGLE WATER RESISTIVE 2- LAYERS OF WATER RESISTIVE BARRIER BARRIER OVER FLASHING COMPLYING WITH ASTM E2556, TYPE 1 (TYP) _ SHINGLE WATER RESISTIVE STARTER STRIP BARRIER OVER WEEP SCREED HOLD 1/4" AIR GAP WEEP SCREED BETWEEN SIDING AND FLASHING HOLD 1/4" AIR GAP BETWEEN WEEP COUNTER FLASHING SCREED AND FLASHING CONTSELF ADHERED FLASHING TO CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X BLOCKING PT 1X10 BLOCKING COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING 00 PAN FLASHING 6" MIN - eo CEMENT MORTAR ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6" TILE ROOF PER SPECS CONT SELF ADHERED FLASHING ROOF UNDERLAYMENT TO TURN 3" UP BLOCKING TURN UP BLOCKING MIN 8" TILE ROOF PER SPECS ROOF SHEATHING PER PLAN 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL RAKE WALL HEAD WALL HEAD WALL ROOF PER SPECS AYMENT GLE OVER 3E 1EATHING N 3E FASCIA HERED WRB TO : OVER WRB ON :LOW JM BRAKE METAL WRAP �CKER ROD kLANT 'T MOULDING F BRAKE METAL ON FRAME - 7/8" SAND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH '556, TYPE 1 (TYP) IEATHING PER PLAN WP16 WP18 3"=1'-0" WALL SHEATHING PER FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING PAN FLASHING 6" MIN---____� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"--, CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS---___ 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING PER PLAN n% FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO, 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES, WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 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 LAYERS OF GRADE D 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. 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 NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS, ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 17 BUILDING STRUCTURAL FRAMING SELF --ADHERED MEMBRANECOMPONENTS. S USED FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL 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 DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/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 COPINGS. 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. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. f Virtual Review Assist, Inc. Plans Review completed and appr ed for compliance with the 2020 ERC 7th Edition liv Mehra Anne ttlahr MUM N N C L to (DC 0 0 O M u— O .( L In 0 � O C:L F- .r= Cn Q Q a z z W J W v Cu O L CL CL Q U O M m SHEET NO. P 2.1