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HomeMy WebLinkAbout36508 Smithfield LnABBREVIATIONS 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 N AHU -AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN N N A/C -AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TYPICAL TRUSS CONNECTOR REVISION A2 1ST FLOOR PLAN ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 r,. A3 2ND FLOOR PLAN OC - ON CENTER 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE F J AT -ALUMINUM THRESHOLD A4 ROOF PLANd, '• � AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 , AVG -AVERAGE 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A4. " 1 2ND FLOOR FRAMING &ROOF PLAN o OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME , ' BM -BEAM A6 EST FLO00 O RE LEVATIONSBFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONS ELECTRICAL PLAN`'- - � OPT -OPTIONAL a BLK -BLOCK OH - OVER HANG A6.1 2ND FLOOR ELECTRICAL PLAN a 2. WATER - FLOW RATE. BLDG - BUILDING A a OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES BRD -BOARD PNT - PAINT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M. a BRG -BEARING - Uj PTD PAINTED SN1 STRUCTURAL NOTES 1 _-. �� e PRIVATE FACILITIES LAV 2.2 G.P.M. S3M FOUNDATION DETAILS ` P BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S4 FRAME WALL DETAILS BUC - BUILT UP COLUMN PERF -PERFORATED r, CAB -CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S5 ROOF FRAMING DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S6 WALL SECTION DETAILS- - �- m �' w CLG - CEILING PKT -POCKET SS RETRO FIT DETAILS CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS o CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS 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 PA1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA1.2 PRODUCT APPROVAL" N N E CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES > o N o CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA1.3 PRODUCT APPROVAL _� L u PA1.4 PRODUCT APPROVAL M co�' CTR -CENTER REQD - REQUIRED i� CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 PA1.5 PRODUCT APPROVAL N D O m a DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.0 HURRICANE SHUTTERS r m DTL - DETAIL RS - ROUGH SAWN Q GUARDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS � ° 0 0 2 o DIA - DIAMETER SC - SOLID CORE SH 1.2 HURRICANE SHUTTERS p U- o0 o a _ - m DIM - DIMENSION SCP -SCUPPER DISCON -DISCONNECT SCRN -SCREEN Q STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS U O SH 1.4 HURRICANE SHUTTERS `- N V w QN N DW - DISHWASHER SIM - SIMILAR LM o E DR -DOOR SHLVS - SHELVES Q CHIMNEY & FIREPLACE SH 1.5 HURRICANE SHUTTERS i., O 0 DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 WP1.0 WATERPROOFING DETAILS G� DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS "z i 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 CRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER FLCUR -FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS w° w w w O o FR DR - FRENCH DOOR VAC -VACUUM W W W w p¢ Q 2 Q ¢ gd Y z w z GALV -GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF � Q U_ ¢ a X _j � � � o `� " o o " � g GB -GRAB BAR V FRT - VERIFY IAIN FIELD FLR TO BE TEMPERED GLASS. (SECTION R308) I- I- a w W o w W °za z J GA -GAUGE° az,�LL_z20 �a O O �WEL W°Wzw o� GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR EL VTR - VENT THROUGH ROOF DIMENSIONING: z ¢ w ° g z g w v ° Q GLS -GLASS V - VOLT LL ory o o a z a GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: U_a p ~ ¢ U_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 >f HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD O 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 INSUL -INSULATION W/ -WITH FURRING\ N Z A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD LU INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: i- LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING U)LT - LAUNDRY TUB _ ti LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING 5; (n O MAX -MAXIMUM A.5. DOOR OPENINGS: Q F_ `CM O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q J LO MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED IL 11' MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR U) [,,- MC -MEDICINE CABINET FRAME Q W Q MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER ~ of 0- M OF DOOR 0-00 A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH z 0 Q SURFACE TO FINISH SURFACE z V ~ SYMBOL LEGEND. R SHOWER W z B. ALIGNMENT OF WAL S AND FINIINSISHES AS SCHHE DE FINISH FOR UDLED SHALL BE E STRAIGHT, TRUE AND W CD J CD STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. O STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: (01 INT ELEV NUMBER C.I. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS O = 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 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - 1 ELEVV NUMBER UNLESS OTHERWISE NOTED A9 ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT �q = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED SCHEDULE ELEVATION MARKER Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE I I 1 < ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LG-2 LEDGER CALL OUT -SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 A15 2 LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE � 1 1 1 3 % ARROW SHOWS DRAWINGS. DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER 0 o No 0 0 Cq 0 N NCD O N CD o N 1 P 1 CD r r CD CD 1 1 z O MAR 2 5 2023 W0 1 1 N Lo / 01 1 1 / � � N M d' In i i ' 0_ 0V (/) }~ z z aW Virtual Review Assist, Inc. O -� zU5 Plans Review completed and approved 0 U Woo for compliance with the 2020 FBC 7th Edition Z)z� E N NARMWby Debra Anne Klahr PX2300 owp EC�IVIt Q z a�a L E N N A R TA M PA DIVISION ;APR 0 4 2023; = m� W N 0 460 W CYPRESS ST SUITE 200 z Q NOTICE TO BUILDER & ALL SUBCONTRS W TAMPA, FL 33607 �■- o Q ° azw Q IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z zz 13.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Qg LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V _3HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O 0 0- INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE �MM COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE W NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION C J FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE LIJ N o 2216 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE 0 -- p DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK LAST PLOT DATE CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE ' ' - DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND z 0 APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) 0 CV 0 co o M (O M 0 i%) M J N J -1 (V O N 00 N 00 N N 00 (V 00 N O M 0 A ilk v I ELEV (-) od 0'-3 1/2" _LL U � ao 30'-0" OVERALL 13'-0 1/2" 6-0" 10 10'-11 1/2" 4'-0" 3'-0" 3'-10" X-6 3'-5" 4'-3" 4'-0" 4'-0" 00 A 40 S3 4'-8" A zo '- ELEV (-) -' B HB 1coC _ 1 00 6 Q 9 13 El FF7 Li6 9'-8 1/2'* I o U W REF �- J w I I I _ z - � � LO " I r 13'-10"6 16'-2" C.J. C.J. 13 B I � I I � l s O 5 I� a B T Q O ,] 9'-5 1 /8" ELEC/PLUMB GG CONTROL JOINT I S3 �— I -------�\ — — — — 7'-33/8a' FOOTING z 1 (4) STUD - 01 COLUMN W/ (S) C Q o _ I HTT4 AT BASEZD 7/8"SINK N&D2'-4 zl v z O UI rn ptd w d I m LL CO m GGELEC - ----� S3 V-91/2" WH 9 --- ---1--- 13 I 10 11 G S3 I CC ELEV I . Oa-4" I 8 9 I D 13 v U_ I H 00 1 I a� zl a E- ---- - - z l o O "F— �I co °�Y I O �� I I 2 -4 7/8I LAV m z 0I 13 I I I of �I B I I CONTROL JOINT °° — N — — — — — — — r--------__ — CD1 D co = 1 I SEE DETAIL D/S3 1 N P 4'-1 7/8" - FOR FRAME WALL 1 FOOTING � BJ TO CMU '— -� CONNECTIONS 1 6 136 I�� 1 co C3 I 4aa B 3 I J 0 A ' � (-o ., C J 130 cla — C o — -' S3 1'-4" 1'-4" It 16-0" 8'-8" 20'-0" 30'-0" UVLKALL FOUNDATION PLAN (ELEVATION A 1 /411 = 1'-0" FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL B = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �1= 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 2� NOT USED 1-1/2" DP X 13" WIDE RECESS LICE MAKER LINE T SINK - KITCHEN C REF 0 WASHER 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" SQ x 16" DP #5s 6" O.C. EA. WAY Do MONO FTG I 16" x 12" DP (2) #5s CONT. MAR 2 Vi Ml \/RA Virtual Review Assist, Ir roved Plans Review completed and app for compliance with Annethe Klaha PX2300 Edition by Debra N N 0 N N LO 00 LO ` 0, O —� ,,op✓� $ -- W cl Q to /� � N LO - N 6 0 _W16.L ,0 - \ cy) N 6 N M -j 5 N V .v � L 0 Yj ` o O o O Q t U 'nN �� 4t w a.N C 7W V L C) C) r, a LLI W W ❑ uj C")W O ~ LLJ r Q x z0 Qzi�¢0nELUO2J -¢o<WgQ ymzZ���V¢ O�J Q ¢o5z-10W cZ , ¢ zyx0�oo c�W LU-Wn�Z�(1) LLJ W Wa ¢<ZozOW�oaO<LU< zU) OW 2I-2W2 ¢ OQ QFZ LL ¢ LL O Z W O (n O F- CO O ( Q U? _! vJ LL I` _M Z U W W J O O N i a I a i a O N N N N N N o N 0 N 0 N 0 N 0 N ti N N Or O c) C)00 O N Z O NLO W o 0 0 0 0 I Lo � i N M 4 6 i � c M VJ z}~ W Z W C)K.f-a W z O woo � Zj O OE-❑ Q Z a�a I w Q rl = LU F- N N � OF-0 �O� LU QF-D O p ZWO O z U gZLL w az � z OU 0 z z z LU J N 0 O LAST PLOT DATE a • . December 14, 2022 Z 0 A MONOLITHIC - FOUNDATION PLAN A 30'-0" OVERALL 1 U-6" 7'-3" 12'-3" VIE 13'-0 1/2" 6'-0" 6 10'-11 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT 14 HOLD DOWN :31/2Z" H B o o ih w trl- un AT i Wall � M � I�►�i�i�w�i�i�:'��c�?��i�i�� ��' I ; ; �.���♦�����!,i.�i.l % 1 11�����♦�♦wy��=�i�i�i����i�i��!�i�i�i�i�i�i� `i DP SH�• CO LO ►� LINE GREAT ROOM IRS � 8'-8" CLG KITCHEN 2x6 KNEE 1WALLTOP _ rr l �1 DISPOSER ♦' t �♦; ' _ '' �•, LINE !IID D COLUMN DINING BEARING ►:� WALL ►, _A '►>, ►� ��� �1 �� — . �� Ids'i`PdP�9SL5'Ji4L5S'JAY'd�'�4'dPd�'d.°i.A1L4'�5'QJ�194'd�5'i'�'Pdi'i'i'i'Pdi'P�'i54'diL'iS'P�'�64'�4'h'�'�'�14'a949'Pi'ddJ�'iLWi'i'Ai4S'�'PAd� � � 1'1Jdd'�''h�'9S''�P'''S1S'''JddJ'L1''�•. � �j ' • •INSULATED 1 MIN FIRE •, • '•) ..••- 4"; 1 • BEARING BOLLARDTECTIVE WALL /BEARING A. /TWO CAR GARAGE�♦ ►�I��� LOW WALL - - ;► LINE - LINE•-�GE • _ POSITION •. • —SEE DETAIL D/S3 FOR FRAME WALL TO CMU �• CONNECTIONS : AT 6" TEMPEREDHID ' _� .1 1 - ►:� [1'-4" LINE FLOOR B v A.1 4" 8'-8" -4" .0 1 1 1 1 -7 5/8" ;7 5/8" ;7 5/8" z w 2 m R OVERALL 1 FIRST FLOOR PLAN ELEVATION A 1/411= 11-011 Co m60 w� _¢ 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 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL �j = 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 STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 54 GARAGE 401 TOTAL SQ FT 2672 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) MAR 2 5 200 \/V\ Virtual Review Assist, Inc. Plans Review completed and aour for compliance with the 2020 FBC 7th Editior by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE D 30.0 1 -33.9 30.0 -33.9 N N O N n k, ��L� `` - eta �t La ti t3. 00 ¢ z W O o z (^n` (D uO - 1 W L U C) M N d V) E -E r (D ` �o o 0 0. O LL 0 "m t UUj d� W 0O ECl) }L}� V, W a wLu LU H~ _j w g~ z z LLVV Q ¢a_jU) p� X aZp xwZoW5Z)wo QO U0zIL (W W -Z�¢ 1wOu �< tWzp a ¢ IL _Qa OW OX a clZj O LLJ L¢ >f O Z W O� U) O 0 M Q WO M LO U) L.L rzt- C< cM 00 zv� W W J O O N I I f I lO r N T v, O N r� O N N O N N O N O O N r C)N C)00� o r r o o I I 1 z 0 NLo w g o 0 0 o I I i > r INM 1 � CO Z~ zz C)¢w W Z U) cy)U O �00 (.)U(n �— Z)z5; O Oro Z a�a F- �WQ N F-�w L) N � ZOO oM LU Q ZWO O Q U <WW aZLL z z z �� U � po_j W z A2 z W WC) J Q LAST PLOT DATE O • December 14, 2022 z O J 1ST FLOOR PLAN A - --- -- r I r�: i�„ � ICE. i II II T—i— I I � I,i' � i a �irTWll.: d':I��Jd i .:w i:h ' I� � ill..i!i!:.I_� . I -�, ... TOP T 18' 0 ao OQ �n 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 LINO 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. UNO 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 edition , STAIR RISERS TREADS LANDINGS TOTAL RISE THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER (Wind Residential Table R301.2 (4) (Wind Speedd Conversions) MARK CODE. and ASCE 7-10 Methods WALL r 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 CONC 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. LINE OF GARAGE D 30.0 -33.9 30.0 -33.9 (INSTALL BAFFLES AT EAVE) MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. ROOF GARAGE SEPARATION R-11/R-13 KRAFT FACED BELOW 30'-01, (GARAGE / LIVING) *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR OVERALL T.B. AND T.P. 2'-10" 10'-6 1/2" 1. 16W 1/2" SH 25 HD AT 7'-3" SH 25 EGRESS HD AT 7'- " iv r r SHLV r 0. °° O c • R & S r �o�� - WIC I 8'-0" CLG I 1 � I 411 164" 3'-2 6 6" 5'-3 1/2" 1 L N 5'-0 1/2" I 4" WNERS BATH 2668'-0" CLG rT OWNERS SUITE-4 00B N 15X 14-0 - Co r 8'-0" CLG N N w I � TP � LR&S CV SHW HD & 00 CD VALVE ih N � -- N o SHOWER rn Q Q r AHU PAN _❑ M BEDROOM #5 10'-01, X 10'-11, cn U) RETURN 8'-0" CLG N cn LU 13'-LOXF 0'-811 ���� AIR BELOW Q w 8'-0" CLG o 4 1'-11 13 ' 8" 4" 13'-4 1 /2" `L5'-2 1/2" 5'-1 1/2" (V M- 3'-1 3/4" 3'-1 5/8" 3'-5" (2) 2068 BF R & S - - - - - R&S - - -NL DN ,OO (2) 206 ]T,f M °° °('©�ATTIC °° 22"X36"1,F LO U ACCESS BATH #2 8'-0" CLG Lo BEDROOM #4 10'-1 " X 10'-7" 8'-0" CLG 9 iv r 8 0? 7 s BEDROOM #3 5 1 V-4" X 9'-8" 8'-0" CLG 4 N r 00 r � N 8 3/8 3'-3 3/4" 1 1 V-7 7/8" M 2'-3 1 /2" V-4 1/2" 10'-4" BEDROOM #2 SH 25 I m 11'-5" X 10'-8" D AT 7'- " ( M 8 -0 CLG EGRESS 00 - U I o 2 CD 0? I °� I N N A3 - -`t - J I (2) 2X6 HEADER R & S I SEE M/S6 - TYP. 2ND o FLOOR WINDOWS I 51-1 1b SH 25 H D AT 7'-3" H D AT 7'-3" EGRESS 40 7'-2 1/2" 2'-9 1/2" 7'-2" 7'-2" 10'-01, 5'-8" 14'-4" (_ 30'-0" SECOND FLOOR PLAN (ELEVATION A 1 /411 = 1'-0„ L0C?U) N ~ W U) C) ❑ W 2 N 0 N 4" 19 M r LOFT RAILING ON OPPOSITE WALL - PROVIDE \ BLOCKING AS REQUIRED NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 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 TRUSSES \ FOR STAIR DETAILS 1/2" DRYWALL PWDR BATH ENCLOSED ACCESSIBLE J SPACE UNDER STAIRS 3 SHALL HAVE WALLS, UNDER 9 STAIRS SURFACE AND ANY > SOFFIT PROTECTED ON ' 0 THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION LANDING AND DETAILS d _ < STAIR SECTION 1 /2" = 1'-091 SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FE:,R R311.7.2 NOSING a' RISERS CUT FROM 1x MATERIAL TREADS CUT FROM �2x MATERIAL (3) 2x12 STRINGER----/ STAIR DETAIL NTS Virtual Reviewlg� ��� Plans Review completedtr(zin�lo'tit�/ for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. - SEE FOUNDATION PLAN FOR FILLED CELL SPACING. --__ 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) 10d NAILS AND 8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN _ T/WALL w 0 z W W cn 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. - 4,0 - . >. Y V) N L0 � ol W L U 0 In d 7 V) U rMi -0 � `° M E t o O U_o o C Q ��� •� sU ��Q �^ N 4x V) w Q N W L 0 E a N N O N r N r LO 0 w LO it Q Z .W G O ❑ W ❑ z Q 0 LLj uj w O I— W �< Q W¢�zo Ui W W::) 0Q�0,U0O_jO Q Z0RO W 0Z20o~a F- CW��zOWO�mz Co U 0Z 1 O WazujzCLQ<—oLL Ow FYpQ oQ o 0 oQ<W �LL O O Z N OW f- > (n O `M O LL 14, IZ M z < >- < o�o Z V W W J O O CD mi IT N O N N N N N � o0000 r Co O O r N 1 1 O Z O r r O O i i I 0 NL0 W o 0 0 0 0 l l > r N M q U') i i M� vV w Z zt- -�' -F-+ O W Qz w z 0 ICY)U coo �z� O ❑z- LU- OF-❑ Q Z aofaa. LU rl = mr-W N .� = O= (11 � z o ■ ■ W � CF) Q O ZOO O U a-z" Z �z QF- J OV _p W z z z z w W J N 0 0 LAST PLOT DATE • December 14, 2022 Z 0 _I 2ND FLOOR PLAN A r -_F _1I A'-10:!A3 A111 L 1A a i.ii"II VII,- ANAL I -- - - I�T7 T�,_ - i II iap i.l �- Ti .. -- GENERAL NOTES: ROOF PLAN (ELEVATION A 1 /419 = 1'-011 * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALL. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING 12ND FLOOR ROOF VENT CALC: 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 ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1134 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 MAR 2 5 70 V� Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX2300 E �yvr to Q) Lr) W L -o 6u 4} N ( m N V m Hof } a i Z) Oo L m 2 o •N s _° U LU QN s= C 7W L00 00 N N O N N_ Ln O 00 _LO Q Z W o 0 W 0 z Q 0 'i Uj WOE �W1� r� x � WqQ~Za! V IJJ W�-J�O2 W W LLUO�JO Q Q U OJZL-Z�_j~0OQWp()WW2zOWOOmzzSZIL () W W � Q I�WMwo0< zzo¢aQ LL OW �WZ¢ Oa 0 o 0Q W LL ~QLL 111 0 0 Z 04 0 ti 0 0 � M O Q M � �U)LJ^ti F—�0_M LU ZW z V 0 J 0 (O M1 � Ems I I I I I I N O r N O O O O O ti N N O CD CD CDO O O 0 N I i O �- � O O z 1 o NLo W O O O O O i > CO w Z O ~ Z W 0 W Woo U Ui 0zj 0 0W0 Q Z axa lO F— WWQ N (D m1-W N W zox W <�Z) Q 0 ZWO �- U IL z" rz az Q F � " OJ z A4 z W W cv CN 0 LAST PLOT DATE z O _! ROOF PLAN A I I I , I -I 1 1i. 1 n9 ii J I'L . i4 L�lSTIT �� TFr - - i -.. I _ - --T-I I11-11 0 O EO 1'-0 5/16"-- 22'-6 3/4" H 30'-0" FT2GE 7'-5 1 /4" ::4.■:�F:i_..li^i�:4�:���:.:}9tw�:ti��:; ::��fi�:�:4►.1117�� .���� u,..►.1�►.,_,.1_1 — /, / t 1! �III�� - ' ' PV ■■I 3:ice . �:::� 041 Inl ■a_��a � MI & ■■I ■r►����Ilii e!I�T:�d��� II ����•� ■ �■�:i ::I �i3�i'r� �. it ��r i■ M ��,I ,��M.�- ••.• ®�� / O •�♦�♦M I g _ 01 .♦♦♦♦. �i bIrMT�� BMW, INA VIA ►�4 w C� U_ W W Lo I SECOND (FLOOR - FLOOR FRAMING PLAN ELEVATION A' 1 /4 - 1 -0 0 CO 0 CD r 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 0 KEYNOTE LEGEND KEYNOTE ANNOTATION BEARING WALLS A/C CHASE 0 22"X36" ATTIC ACCESS 0 STAIRS AREA SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1 /4of = 1'-011 REFER TO ENG. PACK FOR CONNECTION uy V6.,........ REFER TO ENG. PACK FOR CONNECTION CJ5 CJ3 Ln f U CJ1 U U 1'-0 5/16" 2'-0" 2'-0" �. 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. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 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 NOTE: are designed for ASCE 7-16 and maximum ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS * These trusses have been reviewed to carry an NOTES: FLOOR TRUSSES ARE CUT BACK 34' 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 LOANS 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= FIELD VERIFY PLUMB CUT FIELD VERIFY 12 12 2 � — 2X4 TRUSS HELD BACK 3/4" PLYWOOD i— 3/4" SUBFLOOR BAR I WALL HT. BASED ON 8'-8" A.F.F. LABELED END MARK sist. Inc. I and approved HANGER CHART 20 f6C 7th Edition hr PX2300 a = HTU 26 (SIMPSON) a = LUS24 (SIMPSON) J L = THA 426 (SIMPSON) Total Truss Quantity = TYPICAL 5' SETBACK CORNER -SET TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING LABELING AND SPACING ATTENTION! 30' SDanlor less DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 60 degrees or less 30' to 60' 1/2 �I 2/3to1/2 I line span approx. Ta line (• span approx. T REFER TO BCSI -B1 Truss muss be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. 134 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 SHOti',N ON ENGINEERING. WALL KEY 181 I� +++++++++ LOAD# DESCRIPTION INIT. DATE R/01 NEW JOB COPY N319785 CHG TO 2216A RFS 8119/16 RA01 REV FLOOR FRAMING AND TRS RFS 1216 RA01 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/09/18 RB01 REV. FG1 WEBS JRH 3/5/19 RC01 MOVED FG2 BACK & EXTENDED FTTS ARZ 08/24/20 RD01 REV. ENTRY JRH 10/30/2020 RE01 NEW CODE LCA MAW 1-1421 CARPENTER -� CONTRACTORS OF AMERICA - -- - 3900 AVENUE G, N, W, LINTER HAVEN FLORIDA 33880 PH❑NEI (800) 959-8806 EAX1 C 863) 294-2488 BUILDER :LENNAR TAMPA PROJECT VARIOUS MODEL 2216A CCA PROJ/MODEL/ALT 7A2/ 2216A ALT DESC: OTC - LOT BLOCK DESIGNER PAGE RFS DATE 8 f 19/16 LAN# SCALE N329220R 1 4 "=1' K N N 0 4 r u� 00 I 4, �} Q Z W 2 w X 0 z Q V) NL- W L U p co � ai — VZ) u -0-0— 2 a M s- r 2 O 0 _O O T� z 5,N V w aC o E 7� LLI oa w °�LU 2zw Uj� z O ¢�X03MWUQ_0 ° J�Jd ry i= Wo�W�go g-5 W W 00w = Q0 Z O Q W ZZ OQO LL OW O Q Y<Q 0 z N OW I-- (n O 0 �M O J z EL 2 00 z U LUz3: W O O N ' I I I I O O O O N N O N O N O N N O N O CD �— O N a)O O _ O N O � NLO w g o 0 0 i >LO N i 'V V, Zh z W Qz w +�' O W Z rn O cy) 0 U Wog v - U =) Z > LO 0 OF-0 Q z airy 910 H �Wa = mFUJ N N � 0_ zo o� W n Q!� ■ ■ C37 p 2�:g zwo Q U guru_ z� z az • U 0 _p W zA4. z J w N CD 0 > LAST PLOT DATE December 14, 2022 -i--j 2ND FLOOR ROOF FRAMING PLAN A ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL r_`jROIIO�F O/�H DETAIL TA 9 NOT USED ELEV AT 18'-0" _ SECOND FLOOR CEILING 7/8 STUCCO OVER PLYWOOD y CASING BEAD W/ WEEPS OVER FLASHING 12 ELEV AT 10'-0" 4 - � SECOND FLOOR FF - ELEV AT 8'4" FIRST FLOOR CEILING 6" PAINTED RAISED TRIM BAND 6" PAINTED RAISED TRIM BAND ELEV AT U-0" _ FIRST FLOOR FF FRONT ELEVATION A 3/16" = 1'-0" ELEV AT 18'-0" _ SECOND FLOOR CEILING ELEV AT 10'-0" SECOND FLOOR FF - ELEV AT 8'-8" FIRST FLOOR CEILING ELEV AT 0'-0" _ FIRST FLOOR FF REAR ELEVATION A U 3/16" = 1'-0" ..�I�111�I■1/I�,, .I■Ili�l■I11�;III IpNig1h, '■Illml... ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL �1 ROOF O/H DETAIL TA =1_n 6" PAINTED RAISED TRIM BAND ifl 2' - GARAGE DOOR TRIM DETAIL 11) 1'-0" O.H. 7 A5 7/8 STUCCO I OVERFRAME ■■■■■■■■ A5 PAINTED RAISED TRIM BAND 7 WINDOW TRIM DETAIL 34 - TRIM BAND v�v 11 WINDOW DETAIL ait= ELEV AT 18'-0" _ SECOND FLOOR CEILIN M r� ELEV AT 10'-0" _ 8 SECOND FLOOR FF A5 _ t—12" PAINTED RAISED ELEV AT 8'-8" STUCCO BAND 11-01 FIRST FLOOR CEILING DRIP "V" SCREED 5/8 STUCCO OVER CMU CORED LINES PAINTED RAISED TRIM BAND 21b. EPS 4" _ 6" FOAM CV N O tt O 2 1/2" 1 1/2" $ CORBEL DETAIL If 1-011 --FLASHING 1 '-4" N e 2" V-8" 1CD 2 NOT USED rl3 COLUMN DETAIL 3/4if = 1'-0' 4' OFF RIDGE VENT SHINGLE ROOF z0 ' %,7/8" STUCCO N ; OVER FRAME T-0' C.J. - C.J. C.J.LC.J. IC.J. - 6 4 10'-0 10 -8 10'-01, 6 4 122 4 —DRIP "V" WEEP SCREED 5/8" STUCCO SCREED OVER CMU PAINTED METAL - GARAGE DOOR ELEV AT 0'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FIRST FLOOR FF MAR 2 RIGHT ELEVATION A% It 1-011 VV\ 4' OFF 4' OFF RIDGE VENT Virtual Review Assist, Inc. RIDGE VENT Plans Review completed and approved for compliance with the 2020 FBC 7th Edition SHINGLE ROOF 6 6 SHINGLE ROOF by Debra Anne Klahr PX2300 12 A5 A5 12 5 12 411111 11T1 111 1 11 IT 111 � 11 ffi11 li�11111 IITT'�� , 5 5 12 5 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 11 WI I ELEV AT 18'-0" _ SECOND FLOOR CEILING z0 %8" 7/8" STUCCO .2=o=sTucco OVER FRAME ce) N J ih N J OVER FRAME L C.J. SSL-11C.J. C.J. IC.J. - C.J. C.J. C.J. 12 8'-0" 14'-0" 8'-0" 3--4�� 8'-8" 8'-8" 8'-8" 8'-8" T-4" ELEV AT 10'-0" _ 12 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 SECOND FLOOR FFf�- CASING BEAD WEEP ELEV AT 8'-8" WEEP W/ WEEPS SCREED FIRST FLOOR CEILING 2'4' SCREED rll�5/8" STUCCO OVER OVER CMU FLASHING - - CASING BEAD o W/ WEEPS 11 5/8" STUCCO oo 9 00 0? 17 OVER OVER CMU FLASHING ELEV AT 0'-0"-1-m- _ _ _ _ _-- - _ _ _ _ _ _ _ _ _ FIRST FLOOR FF LEFT ELEVATION A U 3/16" = 1'-0" PAINTED RAISED TRIM BAND 5/8" SMOOTH STUCCO OVER CMU .• '+ 2 l P ~� IN -......... . mar`--. to N LO u t� co N N CO c ti V)U -0 -0 _ i d M A�E -L O00 t M T\1 •� p o p �L o o 0 Q • U t3 < U w �CCi. N C ^0^` L 0 CCO 7W a V N N O N N r L O 00 Ln z I� W O ❑ W Q -RAISED TRIM BAND LU p u,j � W p 1— LLIW I— ~ J x g~ z — — — 0 W ����QpQ�QWV0��0 Q Q V p U O Q z W z p Z Q Q F-H aw�w�ZOXOOMZZ U CO E- W W � = Q � J (0 0OILL Z QoW0��70 KWz ��oQ OQ o 0 oQzg LL W O O z N O W U) ti FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) I N I I I O 0 0 0 T v, o r- 0 N N N N O 00 - O O N O N O z o � � 0 o I I ' O N� W 0 0 0 0 0 1 I � N M d M� �� ^� V J } ~ z O _ W Qz w Woo �. O D� zU ono Q z a�a H Ly 3:a Inew (VCD ono r*. �O� ■ LLI 2 < ~ ❑ (g) O ZWO �■ —0 Q z UaZ" z �z �� U � O 0 0- W z z z z w Uj J N 0 0 LAST PLOT DATE • z December 14, 2022 I EXTERIOR —J ELEVATIONS A A/C DISCONNECT WP GFI / GFI GFI PANTRY ao o '4 '4 GFI GFI AT TV _ 30" A F. F. ' DW HDMI GFI 6'-1" _TO '4; I° LIVING/ I ° ROOM* 0 IF GFI AT F.F.. 30" A.. 5'-8" 4'-3" Ilk F 1. KITCHEN GI - W A GFI _ A - co DINING 4 10, GFI ROOM UTIL TY 'PWDR GFI wo BATHS / O f ELEC PANEL AV �I TWO CAR GARAGE ' i CDGFI 48 a) 0 0 2ND cs iv LR ELEC ', GFI GFI 6�110V CLG I \\II MNT. ---------i--- OUTLET--- AVI i I o I CID I CDI GFI I WP N ,Q✓ I i I 4'-8" I ENTRY FIRST FLOOR ELECTRICAL PLAN (ELEVATION A 1 /4" = 1'-0" 7—�,ii ITI—Ir -___-._[---T- - ____ - ELEC METER T - 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. Dj 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. 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 BEAT 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 #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer0 METER 2/0 or 4!0 SER Alu MAIN 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 T NTS MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 F8C 7#h Edition by Debra Anne Kdahr PX2300 I11 1 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH r SWITCH ° 4 1/2" DOOR JAMB DUPLEX OUTLET ri TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING k SMOKE DETECTOR. LOCATION: WALL oz SMOKE DETECTOR 1'-0" MIN. WALTERNATE - 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 HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION &TYPE a TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" -WIRE FOR CABLE &SATELLITE QSTRUCTURED WIRE OUTLET -tom- SWITCH AT 36" � 3 WAY SWITCH AT 36" - 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" --� PUSH-BUTTON DOORBELL {A} CLG MNT LT FIXTURE -{�- CLG MNT PREWIRE -FIXTURE BY OWNER -�- SURFACE MNT FIXTURE -�- WALL MNT FIXTURE NOTE: C TUB/SHOWERND OPALEX - CANS MAY BE 4� 50W PAR30 NFL 6" WHITE BAFFLE USED IF C APPROVED BY C 50W MR16 4" LOW VOLTAGE .OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �o� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIX Cos SMOKE DETECTOR C SMOKE DETECTOR =U-18= UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STF =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STF =D-24= DOUBLE 24" FLUOR ST = U-36 = UNDER CABINET 36" = S-33 = SINGLE 36" FLUOR STF = D-36 = DOUBLE 36" FLUOR ST S-48 — SINGLE 48" FLUOR STF D-48 DOUBLE 48" FLUOR ST 24 24"CLG MNT WRAPPEE 48 48"CLG MNT WRAPPEE F-724:R 24" VANITY LIGHTING R;F 36 ;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVEF 150W PAR 38 FL ® INTERCOM SPEAKER AT 5-0" ABN CEILING MNT SPEAKER 03 CHIMES (DELETE W/ INTERCOM) 3= MASTER STATION _MQ ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR A/C REGISTER OT THERMOSTAT M SECURITY PAD LO ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WIT SPECIFICATIONS FOR THE TYPE OF FIXTURE FIXTURES SHOWN ARE FOR LOCATION PURPC <oo , N N 0 N N T . z 1 c« z �4 s� E z Q LO N E 0 � 0 �o C Q � ILLU LIJ L'I�U�j�Q W p�zW�a w Q aa X J z� 3 Q z2° 0 O Q O _U < c�W°�W°z°Woo�in°zz�� J U' z 0 a° W�Zw� ��g�O nLL OQ� p�°¢ E5QZ�a W a O � a u. O Z W O� ���MO Q w M � I—� SECOND FLOOR ELECTRICAL PLAN (A & B 1 /4„ = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST S 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 13E 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. MAR 2 5 MI VR/ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 0 BC 7th Edition$ by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET r> TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z S SMOKE DETECTOR V-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR & 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS Ir 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 QSTRUCTURED WIRE OUTLET e SWITCH AT 36" co 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE + CLG MNT PREWIRE - FIXTURE BY OWNER + SURFACE MNT FIXTURE -�- WALL MNT FIXTURE NOTE: - TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY C 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 COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR O SMOKE DETECTOR =U-18= UNDER CABINET 18" CS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT F-724:R 24" VANITY LIGHTING F-r—= 36 :FFR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN C� DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION `.J ELEC PANEL El VACUM OUTLET AT 12" 7A1 CEILING RETURN AIR ® A/C REGISTER OTT` THERMOSTAT IM 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 N 0 N _= T 04 00 a "., is " Q � J 2 O W 0 z Vn,) L C 0 W L U } M 1 __ co`u a M n' r W i L W ` 00 o°o o< �= •nV) i U�� W V W QN L 0O EZ U a W oL W W2�O F- � J � Z ¢ � z fn V Q LLI U Of�-_jQ0QaLLUOoJO J !n 2 0 Z LL - Z J — H¢ Q 0¢ u. Z= Q J U) 0 Z U)WdWOWOWO0' -joQILL WW O_Luz CCL L o< z < O a u. ¢ O ¢ ti O O Z N O W U ti O M QWM� 2 w - ti z < W < Lq _M O Z U I,I,I W J O O N I I I I I I I I I I I I O o 0 0 0 0 O o a e- C o N o i I I Z O N `� w o 0 0 0 o I I i > e- N M tt L6 Cr Z~ ZZ W ¢W O W cioo O �Z F_ O o�� Q Z aira �WI¢— m F W N I-0 Zoo W F� CY) Q 0 z�0 O 0a- z z U _3 0 o- MMO W Z � ¢ z z W W J P_ N 0 Q O LAST PLOT DATE December 14, 2022 Z O 2ND FLOOR ELECTRICAL PLAN Lf ;ILI IIBv ;L�. ie d7, _ii it ,,i: l� NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR, 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) CPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET 914 MM OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1, 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/Q LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD, 3. DESIGN METHOD 3,1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4, 1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (f'c) 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 Pm = 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'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7, STEEL: } 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL. FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0' of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, be forms. forms etc., shall made with permanent metal or plastic Permanent 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-Re11 5 Cofncrete overpoaf and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION 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" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y$" 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 s". 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. hA A f% -D C n^.- "".... "U'RM ASSIST, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N s LO A V ., . co LO G 1.4 1 f LILI � 0 W Z Q N A' N O N ,. O 6. •" -0 q U ��- y�� 'T N Cl4- C3 ri CO N V Q �� � M M O 0o u o 0 U- R a Q .Ns UCi N< LU QN C V ^` o0 M W 6.O E^ N 000 V, W V �US Wpw oqZl-Z UO� IX of O Q C) I- X ��L �Z pU)X �LLjpZO1X00MZ O O Cn O z �Oa.>zYOI-zILL 0 a �o< W 05ZWWQ�Qp¢ OW Z) oQZg ¢LL lL<L O O Z N 0 O c° Q � cM LO CL (/) ' G � LlJ <U� i- W IZ cM rYCL2T- Z U W LU w J O O J N I 1 I I I I I I I C) 0 N 0 N 0 N N N 0 0 0 0 ti O N e- N O O N C)C)CD 0 L ii L z 0 N��0000, > N M fit' L L 1 Cr 00 w z~ ZZ W C)Z W Z 0 0ZZ 00 U U � _ OZj Lr) 0 OOLU- r❑ Q Z airy to I ._. � w a N ��W (V O Zo= Q H-Z) 0-) Q 0 ZOO 0 U a_Z� rZ Z Z U Q pow W Z Z Z LU J W NSNO N 0 LAST PLOT DATE Z 0 STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH — w, V%IA' L. SHEATHING II li II t q [ .I I i 15G x1-V LONG 3 4 1 f CROWNI I! 1 I. STAPLES ( 6"'" O.C. VERT BETWEEN i I i`I� ... I i I I . .I - --- € GA,x1412" LONG I �i,+4" -1. STUDS (NOTED THUS;,..) - OI`=SET I I " j. CROW) STAPLES , m G" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS _ (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 66 24.21 SCALE 3!4" = T-0" *DETAIL EXCEECS THE REOUIREMIENITS FOR FB" R 70Z.7.1 LATH` "ONLY APPLIES TO LENNAR Tp'A CIA)(*" 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 6-0" STUB -OUT FOR -' GAS METER O — O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15 4' (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w M co ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + (D + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + .0" (TYP.) 4'-0" + + + + + 4. 0, +++ + + + + + + L� 9�F +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + TI 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x- 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _lumber Double 2 x — lumber FILL CELL— STD. 90° HOOK r— BOND BEAM U) w STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OOC #5 CONT. ....... ...... ... ... FROM :1�� C FOUNDATION TO �IF— BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max. � 4 max. Clinch nails k�Oe� when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g 2xrequired when indicated or 4" max._: 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 Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. 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 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or C Glulam Beam 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 + S_ Boise Joist Blocking I Ise v, 11 nril nails At R" n r QT/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 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.* C L` FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— CID O— to 6„ A 1Y" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Rotund Hole'Diameter (in) 2 S 4 6 7' 18 &875 110 11 12 " 13 Rec ngu air IHoW Sloe (in) 3 S 6 8 9 10 Any 16" joist Span (ft) 8 1'-0` 1f-1" 1'-2" 1' 2" 1'-3" 1'-3" 1'-7" 1'-11 2'-4" 2'-9" 3'-2" 3'-7" 12 1 -0' 1`-1 1 -2" 1'-2" V-3" V-9" 2'-4" 2'-11' 3`-7" 4'-2" 4'_9" 5'-4" 16 1'-0" ,'_" 1 2' 1'-2' 1'-7" 2 5 3'-' 3'-10 4'-9" 5'-7' 6'-4 7'-2" 20 1-0i 1' 1' 2" 1'-2" 2'-0" 3*-0" 4i-C� 4'-10 5'-11 " 6'-11 " 7'-11 W&-11 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO, 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN, SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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. N.T.S. A Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11 " 3-16d 3-16d 14" 5-16d I 5-16d 16" 6-16d 6-16d Plumbing Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to.top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. SIMPS( w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION ) MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •Io 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 _III III; III=III=11 I I° d a 11=III=III ,III I I I -1I1=I—_ i—III—III- ° _ _ _ I i .0 III -1 FINISH GRADE SLEEVE THRU STEM—/ a ° SEE PLAN FOR--'°e a . • �, ° FOUNDATION INFO ° STEM FOUNDATION GRADE REINF. SEE PLAN a X.-:�— 34 ICI; A WV l.r'IHJC 4 t1vu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. IIIII- L__ _) SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE Q .. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ------4 . d-- ° III. ,1 1=1 11=1 `� a° d III —I a 4—II1-_III- MAR 2 J 20 I —I I \° a SEE FND. PLN. "'IV .. I SIZE & REINF. Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FEIC 7th Edition by Debra Anne Klahr PX2300 N N O N dam' T N T LO -� 00 a § 64 C 4+ w ° o ` �, UJ IY Z nL � LO L 'oN U _W \ ' M Cq ai to c ] in CO V -0O 2 2 m E - t O �} moo �o 0 0 LL o U —. . N w `1 �M � C p E W L Wo_5- w LU W J W O H 0! J 0_' Z W Q � J(0O��U)w00- J0 300WHU-0200mzZ5U - =�� 0 O z CnW dWv) Ww_ZLJ_ w > Q0¢pwQ55 55zwZO��pIL LL Ow �I-� �Ye ¢ ¢ OQ 0 � o¢¢� LL I- O Z w O� W pI- �o QC/)Cin �LL ti l0 I—r10-M T_ O Z V W W O LU O J N I I I I I I C)C)O 0 0 O 0 T 0 N N \ N N O R N Co O p T f f , z O '^ N Lo w o C)o O I I I T N M I i i z I— Z C)w UJzz a 000 0 U Uzi LO0 0r> Q z aka � ��Q LU T� tV = mEtW 0 (V I>Y 0--,0 = Ll.l Q 0 0 � I— 2 Zoo 0 v w LL az ry■ z Q H� OU � MM0 W z SN1 Z z LU W o cv CD LAST PLOT DATE z 0 J STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ Z P.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" 0'S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1U-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2)#5CONT ,ON3" 6x6W1.4xW1.4 N CHAIRS (TYP.)4111- � p WWF OR FIBERMESH Cl) ° ° W t I1 9 _ 111-111, -I LI --I llI I Im I IIIIICI I=I ,I I I 1 8„ -.1, ,—, ,�, ,.. TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT K'�GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" a 4 . A.F,F. A. a. a a ° A' : ° ° d . , ELEV. -0'-3 1/2" Iz�— ° ...4 ° ° ,' ° a. a ° d O A.F.F. 0 ° a 4 2x4 CONT. ° IL A s ° a°d..a O N GARAGE DEPTH VARIES ° GARAGE SLAB AT STEP �B� SCALE: 3/4"=V-0" INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" 12 N.O. 2x GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD W/A HABITABLE ROOM SHEET LOAD BEARING OR ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U. SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. 1"x P.T. STUD FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL INSULATION PER SEE CC/S3 OR N CHART ON FLOOR G/S3 FOR ANCHOR PLAN 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 1x2 P.T. HORIZONTAL (IF NO UP LIFT ON @ 24" O.C. VERT. OR NAILER TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SIMPSON SP1 STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS SPACED EVENLY ARCHITECTURAL TYP, 2x P.T. PLATE FINISH ASSUMED FINISHED 1x2 PT WD FURRING @ 24" O.C. GRADE (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL 1/2" GYPSUM WALLBOARD ° z U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN o ° o 00 FOR LOCATIONS) FOR CLARITY a 1x4 P.T. BASE NAILER ° I I:EE—III—III=IIIco —I z III —III —I 11=1 11=1 11=1 I I- D: I —III —III — III —I I 3 1/4" BASEBOARD NOTE: g ° p D ' III —I I 1=11 I —III —III —III= c" FOR BEARING WALL _ �I I IIIIIII I (IIIII (IIIII (IIIII I IIIII=' r MIN. 2500 PSI CONC. SLAB a W/ UPLIFT ONLY —„ r 1=1 11=1 11=1 11=J 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=—L=1 11=1 11=1 11— MIN PSI MAY VARY PER o -I I I=11 I—III=1 I I—III=III=III=III—III=III=III=III—III—III-1' MUNICIPALITY. `'' 4"x4" INSPECTION PORT AT "—I I=1 I I=1 I �, ; 1 IIIII i IIIII i IIIII IIII III-� I I III= CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL WlAXW1.4 WWF OR AT GARAGE, CONTRACTOR FRAME WALL TO C.M.U. WALL CONNECTION rD "FIBERMESH" TO CUT BLOCK OR POUR SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" CURB DUE TO SLOPE SLAB INFORMATION. S3 r, =III=III=1 r• ° ap 6x6W1.4xW1.4 COD 6 MIL VAPOR 1111 I D D min.) 4 WWF OR FIBERMESH - z BARRIER III D , D C III ° e "v GRADE COMP. SOIL. 111 I III- C"!°°— (COMPACTED TO 950/( MODIFIED PROCTOR III I I III=III—I I III NOTE: EXTEND DECO FINISH -1 I I= i I I—_ -(1) #5 REBAR w/ OPT. —III=III—IIIII III=II ASTM D1557) 4" to 6" BELOW GRADE ' =1 11—III-III— 11— 11=1 I I— I (=SCREEN ENCLOSURE (2) #5 REBAR CONT. 3" MIN, CLR. "' -I I III I 1 011I III—III- ' 4,� 111 I ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) MIN. TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = 1'-0" S3 SCALE:3/4"=V-0" 13 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND BLOCK WALL BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND EXPANSION JOINT PAVERS / DRIVEWAY 13 CONCRETE SLAB 14' 9 v PAVERS O.H,D. RECESS z O.H.D. RECESS 2 M N a ... J _ _ —I I — . 'a • I -11 � I I_I I I; I III—j� .,�' • � ':. - _— _ -III—III—I I „ -III III —_, . 4„ -III—III 4 I 00 I 11= 1=III=11 '• : , —11= ' 11=III � a ' -, ':: —I 11=1 I I T=1 -I I I-1 I-*: _I 1=111= I a III I —III III-1 I I _ III — SEE ws3 OR J/s6 =I I II I II I II III I I it SEE A/S3 OR J/s6 - I I I I I=IIITT' III- I I I =it FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF, INFO. MIN. CLEARANCE V-4" (1 STORY) 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-8" (2 STC RY) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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" 0/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 WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" 0-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 3 1/2" MIN. D -TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (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 z p°11= 1 '31 00 - — — _ (1/2"(min.) - 4" 1 � 1=1 � 1 =111 11 I=T -_ —III—I I —III. ( I I I I I — 1 I 1=1 11=I 11=I I I I I I —ICI I I I (2) #5 CONT.1— -11 ,1111111 I I I II L I I I I I I ICI= 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0) STEP l) SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR Y8" 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"x12" 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 1GQ �N�o s FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION f 1/8" 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 INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi r ° D Cl) FINISH GRADE 00 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy- 60ksi] 6 MIL VAPOR BARRIER -III III D D ° I I=1- I==1 —=_ 111 - CID 1 I —1 I I=T=1 I I—, r #5 REINFORCING BAR ' 111 D. I I —I I —I I I —I I I —I I I r III=11I— Z #�, I AP RPI IrF COMP. SOIL. (COMPACTED TO IIIII I I=III=III1 95% MODIFIED PROCTOR ASTM 11111=111=1111=HIE D1557) I I I I IIIII I I II IIIII IIIII „IIII;,( I I 4" V-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. HOLD GYP. BD. 2 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT � a . a Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. °P _ GARAGE :ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ITAGGERED, FROM BOTTOM INSULATION PER CHART 'LATE TO CONCRETE ON FLOOR PLAN VIIN. SHEAR 180#MIN. CUNT. BEAD SEALANT ENSIGN 120#) CONCRETE SLAB r6x6W1.4xW1.4 cam, ' ° � 1 WWF OR FIBERMESH M 6 BARRIER '=11I I I I I 11 I' 1 �IIIIIIII, I1111I IlIII� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 C31/� 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 1U-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 �I I I I I I I=1 11=1 11=1 I I III —III '' (2) #5 CONT. I 14,;1 1 IIII=�1141,11111 11 II =1811 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 Q BOLTS 6" MAX FROM o END OF 2" x PLATE -� w D J U) -III—III—III 6 � I � I I I —III —III D w I —III —III I I —I D• n 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFC SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w o SCHEDULE 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"0" 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 FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) IT PAVERS or SLAB PER n All r'AI r' n L �BRICK COMMUNITY SPECS \//\\I/\I�j/\ .__tee 1 1�����. �/�j/\��\��� • ... • SCALE: 3411=11-1-1�1 (2) #5 CONT. =111=11111 ON 3" CHAIRS (TYP.) L 8" V-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH C E d D4zIII—III—III- III I I I=1 I :, 91 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 X 6 W1.4 x W1.4 S.G.D, (U.N.0.) WWF OR FIBERMESH -71 N I III-1 I II III, I I II IIIII . M l it I� a. a _IIII I SEE A/S3/J/S6 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E d CONT. FOOTING STEEL MAT REINFORCING. f ' 00 GRADE a ° M °_ _ c� Uj ;III-1I I ° °. I=1I1=1I1=1I I —I — =III—_III=III—I I w 0 0 `� I II I II I1 a� . III=III=III z 1L I— ° .. a a = - M - 1=1 =1 11=1 11=1 11=1 I= _ -III III—III=III—I I 1=1I III —III —III= ' FOOTING L' -1 I —III —III —III ,I I —III-1 I I- I BEYOND PAD REINFORCEMENT -III—III—I=1—" - (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edi n by Debra Anne Klahr PX2300 N N O N z t r LO r b :� •� - 00 LO mas -ra ' is Y° Q g F.' z CWC 0 • z Q t� N LO N E o i� W L o `' / N G) En V O ao u % r o Oo u o O ILL 0 'v Q I' QN v n, o0 E M O V V CO o � C) a ow ui w0�1— � IxQZw �a�-j wOX 0JU a LL ���0 Jz Qp< n 0Z1) LL 9z2S HQQ90ZOIXOOMOZ2a LU U)LU CLO55wliJ_� W QJ0LzwLLOL)-j¢QzLU �of Q1_pQLL O w aX z �We O Z N O W D ti Qcn M LO 11 U) z W F— M Er'. < 00Z < V WZ� W J O O CD N I I I CD 0 0 0 o 0 r 0 N N N N ti O N \ N O O N CDco o r r o I I 1 z O NLo W0000 L r N CM I Cr 00 Z 1- Z oQW a--+ W z � Q V B00 UV� Z)zj 0 or Q Z axa to F- O�Q it w N I— n1 O ZOM ■ ■ O ¢moo 0 Q C)a_z � Z �z H� Q U 0 Q W z z W J o CN 0 LAST PLOT DATE z 0 STRUCTURAL DETAILS - MONO —T-f-1-- rTi .�il�lij I rl If�T('lll,:a TTdT R V 1 11 11,11 L,iu1-it. 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION N (2) 2x6 OR (2) 2x8 TOP PLATE SEE L PLAN 'I (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d ^� TONEAILS SPACED y' V EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN — 2x BOTTOM PLATE W/ (1) 10d @ 8" Y4RIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SLI 12 \�(TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED I I SINGLE 2x CONT. BASE 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 518" 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.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. Sq REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT •• . - �- ' • � � • • •� III■"N ��III �IiBI IIII ��III� ICI �IIII IIII�' ■�III'i Ili ■�I�� III■ I IH IRII� 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. O 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. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM, ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY ..,: GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. ° aE5f° a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT(2� SCALE: N.T.S. S4 SFF10, o� N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 4 / SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING - VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a iARAGE IOOR .—Ix W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 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 SIMPSON SP w (6) \—(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8° ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00t SIMPSON HTT4 TYP. O,o OR U.N.O. SEE N/S4 FN�tiG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAILrQ SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d ' NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD -- MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. _ (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. N G � /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF �.,SPLICE 48„ SPLICE STAGGERED MAN O/STD. �10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ (4 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �'14� F= 2240 LBS SIMPSON rc G ( P.T. _ATE SIMPSON SP4 011iraUN a14 SP2 SIMPSON — SIMPSON SP1 SIMPSON SP4 10� ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SIMPSON SP4 -J- M 2X8 P.T. BOTTOM P ATE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 LINTEL a a. OD LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w v z< 2x TOP PLATE '- U) /�_7 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 Kj SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" �GGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 �10d NAILS @ 4" rASTAGGERED 2X8 P.T. BOTTOM PLATE 5/8"x 10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" �- O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD • SIMPSON SP4 w/ (6) 10d x 1 12" 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. 2&NUT 'OXIED A.T.R. i&NUT OXIED A.T.R. 2&NUT ROOF TRUSS ABOVE 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL MAR 2 5 2023 / Virtual Review Assist, Imo. Plans Review completed and app d N� 10d AfLi04CR with the 2020 F C h Editi( STAGGEREDhy Debra Anne Klahr PX2300 TRANSOM FRAMING BEYOND. LPLYWOOD SHEATHING (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. PER BOTTOM PLATE) ALTERNATE: _�_l 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. N N O N _k - Lo r F p 00 Lo s•s p rk� .j A w z Q o NLoN E `'oo 0 W L M C14 ti �c N co co }t ' o V W M E� r o � B o TS1 •� Q O o O Q QLU n` W L C, � `2 �0 ��a-0 V,. W C7 LJJ ouj cn w0� wmo f- Q W rt Q~ z0� z ��� Fa- V ~ JcO��cnLL0 LL z oU)OWOzOE2Oo-mjzcz 0 a zi O z 7)Ww cn �¢ IL Q�WOg��ZgWp�o�Q o 0Qz� oW tL¢ O Qlt O O Z Uj 0 SQ 5 P, z o -O 01ce) <C�MLo 2 co LL_ti z < Uj < Lq ��<oo Z WZ0 W O J O N I I I I I 0 N N 0 N N N N N m C)ti N N O C)co C) CD � O � � o i I i I i I ' Z 0 NLo W 000a N M 4 M� } zz �./ w OQ -�--+ w z 0 cmV WOO VUo - Dz5 Lo -0 0 25 ory Q z air �WQ N (D�F-w N Of ODO oU) W ¢�� • Q 0 z '— (� _0 a z Z" �z C.) J O z Q z z w LLI J CN O 0 LAST PLOT DATE O z 0 STRUCTURAL DETAILS -r- i 11..,, 1 �l"Rid i� Pam:. F;.ii�. SIMPSON HGAM10KTA W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS 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 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL �45' ± SEE STRUCTURAL � NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT ' & TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. . EN 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 ' 7/16" OSB SHEATHING END 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 I CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. ' EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 j DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEPS 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 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 - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 wl (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" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP CV M M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING co co x INFORMATION CO SCHEDULE FOR 1 1 2' SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES - 1/ (2) 16d NAILS C° 50 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING x APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 12" RIDGE FASTENED AT EACH JOINT w/ (3) 0 BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2" OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d - ) (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION L3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 3EE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING 4ND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 3EE STRUCTURAL NOTES AND JAILING SCHEDULE FOR SHEATHING )ETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2} 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. @ NON -LOAD BEARING LOCATION D 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2) 16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ISH SCHEDULE ATTACHMENT 2 SYP BLK'G @ 16" O.C. 1 x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 .viv i. u�nin via GABLE END BRACING DETAIL 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/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL (45:) SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL 16d NAIL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 7 7 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w d w 0 CD Lz it) m - 0 o ' 0 w — — — — Q o Q ----o ----w o o w 2� a m� NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCALE: NTS MAR 2 5 202,E Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne K.lahr PX93nn WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION dS 4� N N O N LO 00 a Lo g` s Z w 0 wN z Q V) (D LO ,0 W L q U �' pc�^ y V) Z) O U a L M Yj ` o } U O o o Q L (D E 0 7W 0 "a W zWLLUj 0� Ca w < 5_� � oV<0x-JWuuozmoc~QQ Wo?WWU_0 J� uZ?I— CW U wWv5 Z) Uj zULmWW0a zL W°> aQzo CLO QW LU oOf o D oaz �Q o �QU_ s1 O Z N LU C/) 0 �_: co O Q U M Lo 2 C ti Lu LO I-0�0-M 0- Z U Z� W LLJ J � Cfl N I I 1 I 1 1 aooN N N N N 0 0 0 N 0 N N N O ' O co0 O v- c°- O 1 i I i z 00/�//� ; N Lo O Q . 1 N M 1;t �/ coU) } � ZZ w W -4--aQ (0 +� Ll.! Z 0 V 000 VUFn - Z)Zj —00 oho Q Z airy = co (V C� I-- H- 2 N } Zoo oU) a�Z) Q Q zLUo U CL Z zLL � Z �y� � OV O a W Z z z W J N LAST PLOT DATE 0 z 0 STRUCTURAL -� DETAILS 12 I INSULATION BAFFLE INSULATION PER -- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE it OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 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 w PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o i W/ (4) 16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER F 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 w = 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 CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR l�P\ MOISTURE BARRIER 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 STD, 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X1G" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LU ILL 4"x4" INSPECTION PORT AT Iz a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. nw Cn AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN, PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE r a .. FT-[.— .4 FINISH GRADE 00 M III —III—I I I —I I I I —III —III —III III ° 6x6w1.4xw1.a I I —III —III —III —I WWF OR FIBERMESH �=III=1I1=111 I I 111 . ` ..a " ° ^. 4. _ _ III —III —III —I 1- _ III=11� 1I , -� 1 I —III —III —I I -III—III—I1I- ,.. °III=111-1 1- �- -I' III III I I 111� \—STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION SCALE: 3/4"= V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 20 FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. ,OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 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) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRU 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) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN, 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" B.U.C. (8) 10d NAILS TO STUD PER STRAP V I//I (FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-611. (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A<U4> .A ° . n . ° . d ° Q . — � a I III=111- r III, , III—III—III—III—III-1 I I—�(3) #5 CONT. ON 3" 8 i I—ITI 1-8—I i I —I i I 8 CHAIR W/ 3" MIN. CLEARANCE /17 INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. /— (2)- 2x TOP PLATE /l BEYOND I 15/32" OSB EXPOSURE SHEATHING PROVIDE BLOCKING AS REQUIRED PER w ❑ SECTION X-X IF U' NOT FULL HEIGHT SHEET- ❑ F co O Z — U G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I rI rXiA--InAI niAr%nAAA 3/8" "S" = NA SPACIN S 3/4" 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING f VERTICAL BLOCKING SECTION X-X 15/32" OSB EXPOSUREI F F SHEATHING W a::SOLID 2x U) C BLOCKING @ ALL C SHEATHING O 0 EDGES (SEE OPENING SECTION X-X w a C x w x E � LU 2x STUDS w BEYOND. _ U) SEE PLAN ❑ IF O U) T� S�cFp`1/0� N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END ❑ w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ya". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL CC NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J LU O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J } ¢ 0 4 cr U) O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. c~n 00 `° LL OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N LU p p~ LU MEMBER IF GABLE END =� LL U) LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE Opx�Fl�j FLOOR TRUSS / FNiy� R BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR � FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS \ I 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAI. + TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH d n ° 8 CV -1 I I=1 1511 I°" 4 M IIIIII—III II d' IIIIIIIIIIIIII111 a d 11 ll!=III=1 (3) # 5 REBAR ON 3" CHAIR 4" 1 -8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X2112" 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 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) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING MAR 2 5 2®2l SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/2" OVER METAL LATH. FIRST 2 LAYERS 3/0" THICK EACH. 3RD LAYER 1/8" THICK. Virtual Review Assist, Inc. SIMPSON SP1 w/ (10) 10d NAILS Plans Review completed and approved AT EA, STUD for compliance with the 2020 FBC 7th Edition 2X P.T. PLATE by Debra Anne Klahr PX2300 WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE o z I —I I r @ WOOD 1S1 FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 N N O N dam' r N N ® 00 LO Z c y 0 AUJI >� w. Z f' Q W L.> Qq U � 0 cY) � 6 N m 2 4— Din V -0 a - M C: i t M 0 S Tti1 •� p LL o Q . N U IUj Q c�v G O �Le o E CO V a -a U W LLi w ❑w w J w 2 O I— OfJ of z � Y =°_J¢o¢W¢,L)o°Jo U) O0walUu)wv5 cg❑ ww❑¢�z F-QLIWO0 Q0Za �¢L- U) Ow w¢ o o¢z¢ C) o 0 �QU_ O Z w O� 14(n O z 0 U) CO CD J LC) Z_ W It 0�) LL LO F-0�0—_M Z oo zv� z0 W111 J O N I I I I I I I I I I I I O O N O O N N N O N N N N N O h N_ N O O CO o r r o I I I ' Z O N Lo o 0 0 0 l I I r N M 4 i (n Z1-- >_00 Q Z w C) 4-1 4"'' W z 0 V coo Woo () U cn Z)Zj LO-0 00r� Qf Z a�a ^ �--I in it W N(D N � ZOO om LLJ H ■ Q 0 Quo C) U z z ti �Z O 0 O z Q Z w W J N N 0 LAST PLOT DATE Z 0 STRUCTURAL DETAILS - MONO 1/4" MAX 2'-0" it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P T TO PRODUCT TO PRODUCT — APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1x4 P.T. 3/16" 0 X 3" LONG 3-1/4" LONG X 3/16"0 FURRING FURRING TAPCON. INTO TAPCONS STAGGERED @ 16 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1-1 /211 DETAIL' DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1X4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. LL1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON 16" 1x4 P.T. @ 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" x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 1x4 O.C. & 4" FROM EACH FURRIN TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST, 4" FROM EACH END w/ L 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" 0' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 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) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-112" THK. OR MORE BUCK WITHIN 6'" MIN. OF START OF ARCH ARCH DETA:L J SCALE: N.T.S. SS — SECTION A -A 8" 1/4" x 3 1/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. 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 PROVIDE 2 x 8 DIAG. BRACE BTWN,,NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ------------ CREW 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"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. RAD. PROPER INSTALLATION MAX' $ #5 REB, (TYP) STD. 90' FILL SOLID HOOK (1 BOTH CELLS - L NOTCH WEB AT +5„ I-z FIRST 2 COURSI -' '-- ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT, 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ar: SEALANT PRESS PANEL REINFORCING INTO PLACE. 6. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR, NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD SCREWS @ 16" Q.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" I F.F. x-40­ D D .. D =1I I=1I I=1I I=1 I I=1I I- D — D III_II1=III I-1I1=1I1 D ° 111-1 I 1—I 1=1 I I —I I I GRADE D .. p D iI1I„I I I- 04 CY) p z N eD (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA, WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = 1'-0" FILLED CELL PER FOUNDATION PLAN ,R YP.) fHE S 11K1AnnC:DTADI C IAICTAI I TInK1 FILLED CELL INSTALLATION H SCALE: N.T.S. SS }E- ARCH FL.� gkND PRE-ENG TRL5S0ESIk11N -Z== =. n7'= I _=a .riiV E C I® R ALUM, F RE- PLAN 1 HAIL -L - I FASTENED PIR I .. .._ OAF 2 B F1 .tSs, I � -1 _ _ _ITT ENTELs OR E 1 t hl i' 114 NAILED TO BL'O KINCi NAILED TO Tw V v .; 1 .,1 ... ILo" 1. -G.C.I BUfLDEF T+m1"'Er 1F ' V �? `"iE3E t FI Ni N1.47EP.I,AL SPANI :D,A`FACIT ONE h4L'C�E;�,-I•�'_ E�S;mIi-'�.� ;�P��,{°-IEL� 1tW I� �__,,.9I-'�W�NIEPT�.�e��L� �y�.� '',',. _ r-:._,. LISTED IN THE DE: IIGN CRITEI-]A ON SHEET SN, FOR SnFFiT INC- A 11A (HME IWY N SIT #T1 VuAA�I /�I=1�PHA� "A1 I,1�,9'_ . Fl._A i6u4.., R-O _ICT APPR1 iAL) F CI FA T,-j. .1t' .. T NAIL .L� E1 .� 4 NI N E1,1 EDNIENT N"r Ds � :31 I A :a 4 � 1'`4 ` M _ .. N, � 1 ,LEA` t° L'4 ,MA,; . D `x.. IL . ' I _ ' i EYk�', ,� STRUCTURAL SOFFIT ,F SIT , 1 .S ALE a_ 1 �. F;TS �. Rc V il 23 2G21 E'- INSTALL kAID PAN BL0r'* THE _SOFFIT FL PA IN STA.LLA.h, 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATIIO i DETAILS. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. x (2) 10d NAILS @ 8" O.C. OV�RygN TO TRUSS TOP CHORD + + C�NC'Ty PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + G(1FFIT 2X4 SYP d EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'4') @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 5 3" MIN. EDGE DISTANCE RETROFIT FOR WE MSTAM STRAP CGG (ZI-IGGT n) 41VI1 z 0 U) LL O W 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ BOTTOM PLATE W/ 8d 4" 6" O.C. EDGES AND 12" O.C. FIELD O. O. 2 ROWS STAGGERED D 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 V2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° OVERHAN ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH F 7' D Ali ° ° D #5 BAR DD CENTERED W/ 90` H D IN TOP o _ D KNOCKOUT/ N CHAIR BLOCK ° MONO FOOTING D SIZE AND REINF. PER PLAN I — D AND SECTION DETAILS -I CLEAN FILL J( D °. ° ° DIRT z °. STANDARD o P 90' HOOK N #5 BAR IN FILLED CELL T a� STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM MAR 2 5 2023 FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. Q � �' Virtual Review Assist, I Vproved <flans ¢p Review com leted and #5x6' EMBEDDED INTO for compliance with the 2020113C 7th Edition EXISTING FOOTING by Debr Rggd(48100 Cn CD FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT A SECTION EXISTING FOOTING SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. i N N N a N "f LO :Y 00 r< d _•• i �.%e s � g j Nil Q z O 0 z 0 > W L `D � cM w ` to M N V -0 m r 0oo B o } s� Q U w aN W L pO E" aCL a) W U � u.i u%LLI Ld H Q X W< zlx z Q Q0X_jZ�����UOp��9 CyWO W0ztR00M2M 0 O EL zWwOo�opQ LL ¢~W0zHe pW p � 0Qz ¢ ,LLa o �QLL O O N Z 0� > U) 0 �M O < J � U) U_ ti LO ZI—RWM zv� WZ� W 0 O J Cfl N I I I I I I I I I I I I O o O o 0 N 0 N 0 N 0 N 1� N N � N, O �oCD z 0 NLo 01fW o 0 0 0 > �� ^r VJ 00 z� Qz w o -I--+ � W Zcn 0 Lu00 0 0�� Z ILXa i— �WQ r-1 = m � w (V C7 ~F-o NW �O� W gI—� 0 QWo �■ � U°z ry z Z F U J 00a m z z z w W J N N 0 LAST PLOT DATE z 0 STRUCTURAL DETAILS - RETRO FIT SCALE: ;" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED D� 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 61. 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) ADRIPAFTSTrP I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: ' = V-0" SYP CUT TO FIT ARS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS (IEW "A" SCALE: 1" = 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS V VF1LL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING -2x SYP CUT TO FIT BEARS IN WALL -----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = V-0" —3/4 PLYWOOD ON DECK '-2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE# STRINGER CONTACT POINTS 72x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS iLUED AND NAILED TO STRINGER DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" GN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" E -SECTION VIEW SCALE:' = 1'-0" -3/4" 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/ a' X 2 4' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH -- STRINGER//7�\ [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'-0" FLOOR TRUSS OR CONN. TO BOTT� GIRDER. FIELD VERIFY OF NEWEL POST (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 /"III"( UUIVO I MUU I IUIN Ur I /"SILO (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 JOINT -TO )ISTS) MAR 52023 NAILED AND > TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW Virtual Review Assist, Inc. Plans Review completed and approved for comp la'ance with the 2020 FRG yth Edition JOINT hy, Oehra Anne Klahr PX2300 -TO )ISTS) u 2X PSON MI 10dxi1 ECTION VIEW 1W SCALE: 1" = 1'-0" N N O N =`z N 00 1,0 4, 1 Of T Z t'A v 2 k, _ - _'' ❑ w IY 0 Z Q ^N W > O p W L Q 0 N U M (n V O r 2 CO Z oo �g O ti o O Q U �� 4t TW L Cl)E v a a W ❑ LLI � W 0 H~ q�J 0Y<-ZO_ Z L) 12-101-1-1 (_� Q Q F' ¢5X JU)0��U)LL J0 ❑00QQZLLL'-- _j0 -a< � � pWtYWOZpWOZ�pZ❑�U cn a cnwwLUV5C xx< }� z-0W000 O �QCL0zY a 0 1- Q Q Q L L W F, Y❑ OQ ❑ ❑O -OaZX �QLL 0 0 IN z W O 1­— ( f 0 0 M Q CO 2 10 r z Y 0 M >- < CID Z U LUz� W J 0 0 mCD CV I I I I I I I I O N 0 �- N N N N N N O o coa o � r 0 o l, I l z O N Lo w o 0 o a I I LOmi > N c'M CO cn Zi Z aW o� ♦a W Z Z Z O U 0 W O O U U U) ^ i.1 MZ > U'-) 0 0 Q z ,^ mWQ TI = mr-W N ZOM OU) W <�=) . Q O � U JCII0 w Z z ry Q �Z __I�li 00 z ST Q Z Z W W J N 0 O LAST PLOT DATE IN O z J STAIR DETAILS I T- -- - - - �� _ -ter � I I III 1 � � � .11, , �L .,_ '. I ,wI ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 41NCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 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 4EIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4:►%-r-4C494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-OB 8F16-0B 8F20-OB SF24-06 8F28-OB 8F32-OB 81`8.113 8F12-16 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 7547 7 8672 10294 11809 6-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 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 1 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R NR NR NR NR NR NR NR. 458 1 783 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 NR 300 548 950 1326 1609 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 1468 22'-0" (264") PRESTRESSED N.R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 1 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C�CR� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB 8RF10.08 8RF14.OB 8RF18.OB 8RF22.OB 8RF26.OB 8RF30.06 8RF6-1B 8RF10.18 8RF14.IB 8RF18.IB 8RF22-IB 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 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 1 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C,�4499" ^"•� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 64" (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 10'4" (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 89 164" (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 <AXT- Rrn SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 F. CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 *SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CR'" d 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 BF20-2T 8F24-2T 8F28-2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 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 6-4" (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 215216 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 18 2001 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1 1738 2053 1 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 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 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 1 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 600 MI 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 CAiT-CR�'�� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10.1T 8RF14-1T 8RF18.1T 8RF22-1T 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 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 1 3935 4594 675 1301 1960 1 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1 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 16 395 589 1135 1514 1 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS ° 4 > D � a ° 4 ° Q y pc44 °_ 4_ o O O o O C 8F24-1 B/OT 8F16-1 BM T 8RF14-1 B/OT 8F8-1 B 0 QC 4 > D °a °- >- 4 8" PRECAST LINTEL W/ (1) #5 HOR CONT o BAR & (2) COURSES OF 8" K.O. BLOCKS c C W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR �0 0 C.M.U. cn cn X a G m =cn 0N ° wCO 0~w�#5REBAR AT o � 3O o w a ° BOTTOM MIN. (1) �QpD I-_ REQ'D <Y-b JJ z-wQW 16GAUGE ° POWERS STEEL LO n z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 EAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. Q F- z= C7 O W z= 79 O O #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 7-518 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 MAR 2 5 2023 Virtual Review Assist, Inc. 1ST �FLOOR LINTEL PLAN (ELEVATION Mpian,lReview completedaradaAAruve 3/ 1 6 = 1 1 1-� 11 for P nce with the 2020 F'8C 7th Ed approved by Debra Anne Klahr PX230L N N O N ... ' Cq o \, d 00 LO ! ! W ! wi< '3 p 2 W Z Q nNn1 N L-0 L-0 W L o U 7 CY) N `l N ) - V ID -ou a f 2 % U o 0 O o O Q s♦ ) _ qt (� L co E Lm � ^r�CL W W W LL1 w I- < LU n r_ �_j X¢~zpx z)Z¢WLLUx U I-DO�L- F- JLL-z��Q Ov0OZOWOOMzz o°FUQ- LL J¢oQ UQQ OZ w wLU OLLO J QO�ZIz � v^ QO Z OQC 0¢QXO LL 0 z W OF_ S2 5 ti U: 0 M O Q � M L0 2W Lit 0- M_ Z U W W J O O CD N I I � I I I O O o O O 0 N 0 0 0 O ' Z O NL0 W o 0 0 0 06. l l CO VJ Z~ ZZ ¢ W 4� }0 W Z Q U Woo_ c,z� - 0 QZ n- x n- �■ W-< LU 1� = co N N 0 SOU) W >' ICL <~Z) ■ ■ T Q O O UaZ �Wx LL z WZ S Q H U � O z S�l 1 W LLJ cv o Q LAST PLOT DATE o . . December 14, 2022 z O . J STRUCTURAL DETAIL A i- 1 r- .d i d' 9j I� .�.6il3Ul• 1 _� �..WEI� l i 7J'.L4 � � �- rl..� I. I. � I i REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#51- (1)#SL(1)#5U (0)#5L (1)#5U(1)#SU (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'4" PRECAST 2 C4.5 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 4'4" 34' PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST 12 1 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" 614" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 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" 1 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" 13'-4" PRESTRESSED 2 O No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No.4 18-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No, 4 1 T-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No. 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 256 256 188 262 No. N.R. 21'4' 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 219 219 165 229 N R 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 203 203 155 215 N R (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 N R 164 164 124 179 N.R: NOT RECOMMENDED k DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8xl I6-P-1 L/l U] NOMINAL WIDTH J L QUANTITY OF #S BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)05U (0)#51- (1)#5U (1)#5L (1)05U (1)#51- (2)05U (1)#5L (1)#5U DETAIL'H' DETAIL DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" 1 PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 1 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 214" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 34' PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 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 1 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 714" 614" 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 17/7 1777 1448 1766 11'41 10--0" PRECAST (2) No. 3 2 No.5 1568 1 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-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" 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1419 1419 850 1347 No. 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No. 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED 12) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No.5 2Y-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 stand + 834 834 390 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED l2) No. 3 (2) No. 5 642 642 306 599 :f ye :'•: ;7 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT S - SOLID LINTEL -1 r LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH'•'IH L QUANTITY OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 811x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPUFT SAFE LOAD PLAIN SOLID #5 1 O L OLIO #5 (SOU 0) L #51 1 L SOLID #5 2 U 1 L O O 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" 7-8" 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 54" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 64' 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 7-8" 8'4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 TYPE DESIGNATION P- PLAIN '.INTEL/ QUANTRYOF#58AR AT S-SOLID LINTEL -1 r LOWER LINTEL CAVRY [8x16-P-1 L/1IU] NOMINAL WIDTH J `QUANTITY OF #S BAR AT NOMINAL HEIGHT IUPPER 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)#51-(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" 1'4' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 314" 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 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 614" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 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 1 Y-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'4' 1 V-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) 7116 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) 7116 strand + 836 836 426 763 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 (21 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 2 No.S (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No 5 399 399 217 412 TYPE DESIGNATION P- PLAIN UNTEU QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/l U] NOMINAL WIDTH j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAI1 '1' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 1 10000 10000 10000 3'4" 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" 34" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 8'-10" 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" 6-4" 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 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1948 1948 1093 1591 No. 154" 14'-0" PRESTRESSED l2 l No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 17'-4" 16'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1368 1368 771 1264 2 No. 19'-4" 18' 0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No. 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) 7116 strand +2 850 850 471 923 No. (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 7�:' ?gip: .•�,: DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF 45 BAR AT S -SOLID LINTEL r LOWER LINTEL CAVITY [8x1 6-P-1 L/1 U] NOMINAL WIDTH J LQUANTITY 01#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"16" 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 ##SIIUUIOIILL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 7 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 7-10" 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 6-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4)39 3839 3839 &-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 [t7l8'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 5. DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTTIYOF#58AR AT S-SOLID LINTEL -i r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINALWIDTHj j LQUANTIIYOF#S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION 2020 SECTIONS 1901.2 & 2107. ( ) 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11"SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (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 (PLACED IN FIELD) - 2,� 60 W W M LO I` N 11/" 111 MIN. 7 5/8 M TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" � 2" Cl) bo Cl) M r- Cl) 111 MIN. Mlr 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) -BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 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 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 31-6" 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" 34' PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" N-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 T-B" 6-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 &-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 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 121 No.4 2984 3021 2320 3118 1 Y-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 134" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7116 strand +2 2413 2413 1338 1974 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16'-0" PRESTRESSED 2 N3 () o. (2) 7/16 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 1254 1254 702 1271 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1092 1092 614 1167 No, 5 22'-0" 20'-8" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1023 1023 576 1121 2 No 5 (2) 7116 strand +(2) 24'-0" 22' 8" [PRESTRESSED (2) No. 3 No 5 898 898 481 947 T. 17111 TYPE DESIGNATION i .�i,y P- PLAIN LINTEL/ QUANTITY OF #5 BARAT ,L.iS -SOLID LINTEL rLOWER LINTEL CAVITY [8xl 6-P-I L/1 U] NOMINAL WIDTH QUANTfTY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "0" DETAIL "P" DETAIL "Q" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x2011 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(l)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 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 4897 10000 6836 10000 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 44" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 T-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" TYPE DESIGNATION $_II � rw,44 [8x16-P-IL/li ] vm H L.WAN-S& G) 01 �D 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 fI I U fl I 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 W-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 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 V-8" 8'-4" -0" T PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFTSAFELOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5( )UU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL00' &'DP' DETAIL'DQ' 3'-8" 2'-4" 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'-0" 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" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 H7,, •s �1. •i�1. DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION [8x16-P-IL/1i ] 11diNN IMJJ mm L_r+I�Mrerr a to AT "" TYPE DESIGNATION MAR 2 5 �023 P - PLAIN LINTEL/ -I QUANTITY OF #5 BAR AT S - SOLID LINTEL I r LOWER LINTEL CAVITY [8xl6-P-1 L/1 U] NOMINAL WICTH� QUANTITY OF #5 BARAT NOMINAL HEIGHT UPPER LINTELCA ,Y Virtual Plans Review comPle ed Assist Inc. der c®mPliance with the 2020 FBC kph Editio by Debra Anne Klahr PX2300 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'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5-4" Precast 663 1940 5-10" Precast 583 1624 6-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 Precast 363 1037 8'-4" Precast 318 981 74" Precast 222 772 10'-6" Precast 156 600 11'4' Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2V-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N N O ` N 5N N p ex i 143 O 00 �1 P, a > 4 ts- i ZC fO O Q W Z Q V) N L0 0 CN W L .= u = ai Mco Ln M 7 V) 1 M 'G co co �� ;? M wv W E L � O O _ .Ns w�� N< N QC L 00 Co 7W V CL LLI LLjLU aLLI uj w0E- LU� W J W m 0 O I- ��J �¢ z� �LLI � 2 O���� v 00 0 Q U J� j�0<oEo-0oo0C)z¢a J O Z 1<LQ¢ULJ o0UwZO�EL � OW � 2Yz<< OW O � OQ� QLL ILL Q O w 0 0 Z N LU W MO Q � CO � w G � I-- Lq CL_M Z U W W J0 0 rC`**4 [ 1 I I I I [ 1 I O O N O N 0 N 0 N 0 N � N iV O O � C) 00 O N Z 0 N� Wo O000ll I i > r N -M .4 l.[) m co } N Z mow/ Z W A -a 4-4, O W Z Z zz TT O y LU V, Z)Z j .� O ow- ° I- c Q, z a.wa ^ V■/ � LLWQ l� = 00 H W N 2 ~ ~ N 0 Zo= Q O zwo �. 0 Vaz z ■ ■ SQ H OU O m Z z z W LLI J N 0 C LAST PLOT: DATE z 0 STRUCTURAL DETAILS -- A I -L. 1 F-1 I -Id ..0 'III JI 11 L JII I , I,11 IC:. 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R€r­t rm. � err FOMPT-3-to �Kla R"i,Avred Architect ter a U-motlf i Prori rrea-imi Fil-T204guit Prgacte &= It", 11 HE EWZ121223=120 �g�= Aeorguldi for V$s APOMD99 I'D LVa Qs= ber J UZ Impad WIN= 212112 Maill t I,IuVt I !, "IL si�l arl'id I'moorh-:513f hiiorr4nal W3ael &quotil rrilraoArpot Conque 12113%,02-1 4o Yell Yord Alik 11"rerpo.te, F*I-Pi ho ql­ 8�91. o." � I rh"W'VoLftm�a x colilaiumew): �OIIM*l 2 hr. Nriolmal,lul Fl�roi C%,dhlNt;;lpJ Slinooth Rar MAM,83,illidiot�l r,"ct8quot qdli I N3,,,ol:l h hkr Nhin": l' oz, IdIA, ;onrliodate Edue F14m,glalls Sr.i D=,khi ,zkralkadkl) (nesAnsMinswni XO, oxa Doo c,mvrlq­n...) Id (" Tlimnwil,rru rlldexdxlaielk alid Sn1Pr,rJIh:',;iw NoMmAl O&IIii3i 2qU0flFr#4,T&qk0Dt Opaque 12'Il92n ll ek, Yrm N,ds fhIA, C'011,rro_-fte Edge F aerg105s 00.1n,le Door veoi w "'rhout sdlelitts J�mVieVOOTILming: Yx .r omc, t% yligumilo 4 d I inpr­JI'm Fik-�r, aml Girymid),Iri Naflhleaj Zia &qwtj rrpmv%quaC Dpoqtlo 12,1_11 9r"111,22 hk, YQF, Y.°e %l. 2�,Mpzsto Edge F! neqmri, S,gle. vw l,&VAing�Qr4oMr4h X M114dingdotl - 11 C - hQ�-4I`hoPW�C4S!ArandSn0C1tn-5dilr T" Noe, 5 i &931,)�C0r"�q.O�,Dqup I =V=2 11&� �, vFi, - -'A .. �Iroil _, rV d oeefta Coon Flooroarait Srigle Dow ,lildfr a'I.16!il�'�l,111111150!�lng,rD '�INVaFl�j II0, CIXrr)40 ff."fila 'Aillarell 6 W. olwera-Trit rrho, 1.11hessidal lid; Smod LrT.Stal ;hii2i,iii,i4l fii&A,'J�O�C,p,Tiuct„li,i,"rLi,,,ILont, `ipnqull IV!P"Ihz= "k '(w, h�t� WA drinpow" EddlvFi[o`lRl11,,ri Douli ,mtliSilt "Allbut swillelo. dirrit"Arox'Aftwhg: xx ol, CIAX0 ,onftgurwbens) I g Theernirai iid Fildw-Cidi And Sihicilil I 'i Nn;n ­1 68iffi &Aua�l mpeots4w, Glazafj I a{ I F20212 PLA, Yee Y� IRA . n, C;= Edge F be;mr� 1 I 3,rolei �, V ­IlWoLdX -lis,ration) III K, Tdil,,F]TIn. rmj 110114,01'.CbgASI, Amid smmm,soi, Mom rde o_W3!7krJ3 4uirtl rnpa"I'didude Glamd 12j­m-�,_ on Y� 'f� NIA Cznnpoei Edge F�jlwaq 8ri,11v* Door with adelft S) lfinsvoreoc,AsWira XIC, OX o, D"q-) cohfiouatonili,) 9 , TIFF—. T . r,b,FT-0k,- ­d Sti Kor,hrFIl GUI &quoOmpecirkrihnt, `31u¢,d I M 1 Q1122 N. yew 'i PL., W� C­rx,a'4w Eddle Fi4ers]a'3, DgAdle Door wh on mthoiA "' idehron, 0re",firq1[du*,rei"iqi d: AXrx CJXXC cortif I 0 [ Tberrini Flqw-Oosm�o �C 5eni I �. ,,,�qjirahhansh rud o&AVrC &-qvjr,[rnd4lcf%r.Tlhoh� Glhnw�i,d T 2�115 I r.M�2 NO Illirs I, l% I'M - -creh,,,htv SoD, Ploili Sini DI JI,r,,,i1,:q4I1,Ai X ,,reF,0lJ"s,ntFl I I k. Teleemir.-Tru Fhbnr,-Ie4r;[lr ard Srwriolln_Sboo Pd `rr,rr:o:5ddI &qu0,Irr400rddaqW.fd 1,102�nd QQ1,l2uZo lo, 'I'd "'id, I'Ll", Cnr,�Trcuds Logo FIbsrll1a*s8,l,g]g r1heir ,110t 91,rd6u��i�il,�llp��virw�l�lu�,.i,,,�iN, xrl) I)X,J!i CKILD ­ ,n lo=bdMV 12 1Ta,.r�,w 7m isFEt.f-�'r,��.,�,�.A �MS-��.�h.lf �, �,��i,�IIS-'ft��,'41'Otll'q--l-tXi-t'7-�'��-� QT31,2[rd� r Dir Irlit YAs, NIA - , � mvlp�-. Fli Fri Wnp h.,; Double Ek,aT Aith m - 6w-vl�d.wteslj,r,',vnE, lli:lutuwlngl.E,<7a�DY�%�c:I cv'f`Auvoorlej la ,imTll,�oi:�i,li�iTrwFriih,c�,C�z���i�,.��i�,:i�i���f,�,ii,�,.,�i���i,ta,L N ed&M,el &idiido� irpoluMquoit, GiayiW dAi4cled t"Itall"11-n N, � "', � " Yhp, ,brA �rrlina i-� on,cl enipeowleCodeRbeeplaiesSinole Doo( 0 1111ormingliOurtswng X�irnnI]gurarriml) 14 n 'Dimiloond Fiti-CLstild,ana SniroaV, ditw rw.r­Ql re&A�d%dl lojimfji,,pact&qw� Glaze,J obli 11�:�I�IIVZTI122 Do Yfl% Y13, Ni'le, Q Finn Cmposft F,i Flbetgla Single Dm 0AM ,Glazed 1: Open sid'alfbi �Ilnqmvii x 0 �"Ded 0 x Gx0 ­fiqiurarh­i 16 ,O TininHM- Til U r du-CW,=l, anu Sirnori SL,ir P406e,Ql Mri 90-Jot"In,w- 8r, GI�i mi 11131P20.11., Plea Yos, 'f� NA Gpi C 01porift Eqn Fmrgl, Doutriec- Osotr­ith r,x1lZ Gbzedk",__�do " Sele-qfts 0 r � 11 n�irr%K),dwwa, X.K- Wood Qorog.riinoi 16 Fi The.-,T- rib8,­1-_l­­ ­d 5r­41,,9,­ N­tl­l I &quoEIrrwt �rl­ tjk Opmque th­ii III Y_ Y_ A IV Corriveto Edge Fileieram Slrr21e Door with Widedl Opon 3d"i onsmirlill0i,titolinq� XO OX or OXC�l 00ni'QUeU40114 I 17 q T hereena-*rn. r11r­4'laiwec .r,d Srnexni NWritl 3&#50r,8 &AUaEJ"All OpilqUt 1121,131-r-MN112 .r +4 Iie- Y&, I'MAL ii Pmrp Edge Fr lacy row ath a, � woli Wared Melded Oport sthdoldlet 11 noming,l0dilwi,neg " e, ic)xxo =rvdqurauY ) figel 7YOO ygiruwl "nowl'um Ranson ZD20 PGT rlti *i,, cw.4o.y� U.4. Dell— olk,C.d.pi SiDeIg E,Wl Ll- ­.,bli- o�11-irMFOrri ZFerri ., Mito . uniii LAW01-RaRlidilmdal. Lau Idadsmalladw a �ftl�I't. mi .P.,Ft) Florida Deeplerudi of BIohdas & Fdroiliessioldial RogLllafior, FAdY 1 0 I poll di -al; C,o,hho,q am Staruaak-, JjorZiU;hl pooduct Approval Applitaflon Detail 1ddJx 009 �Ms All" Panillon 292 90IMN't aloLm a Lemm Y9199I vadrilli odalid PSCAvy,wel Ariatoy amys J_F fk_­-,,E Aivini Dilir Kd�­ CER &Hmo,dSi -� W I 1A K"No Ideloo9do 1112412020 Ndix�ol l94 0 483.01illia �Ih 80111 311-2591 J,�­'A"4'.t.ai .TlI aRMALium Aoaan= Mu -AcaiII -1--i DaW 222M 21919.911allidw=1 Qzpa�,_Jkak seduall Vi Rhdri Grb�� 0-- IFF ­ Y., PYA August 1 2 "."02 ` - 11 I u 11 I IN ibiii�� 1911IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII7�x 0111 I 96-m-FT"A0 : v I LW � LAL3 'no Me I■i &I I L ii Ak:J:J�IMT47 �� I 0 � � 11 - � - � 1 r yr : idai Adne,,inistrative Code 9B-72. please provide the information and' approval numbers on the building components listed belo- ' As reclulred b Florida Statute 553,842 and Flon F I i iii r they will be utilized on the construction project for which you are applying folie a , I ­1 _ ,, . ­ ,,- ------- " " - - - __ - , - , A * . - __ - - - - __ - - --------- ___ - - -..-- �Mianufacturer ______.____ ___________._ ..... . ... __ : I ii . Product Description - - ii . -�----.-------------.-..--.-------.-.�,�..,.,-,-.----,--"--. A pproveal Number(s) �], 1. EXTERIOR DOORS ----I=-- I iA. SWINGING _0M I ... . . : : I: - - � 1j"- 117MB MWIFibeilei-Classlc I . .... _... - __ - - - -.- . ­: Fiber -Classic and �.zmoot�hi-:St�ar('NON4MPAC"'ii � - I . i i - � i I i :Fjber­Classic and S m oct h-S t ar (INI ACT) i I I - . and Sni cloth-Sta , (l:MPAC7C,i . - - - - r- - i - + 67. 01-1, � 0 psf : I :::::: N I I � I 1 I yr 1 M I Windows and Doors ]series 420 i � I 1 FL15332A - FL`15332-5�� � 1 6- - 0: - ----..-.-- -,--,,,----,-,-r series 5570 . ��illill��M, 2114 11 Pella Co., oration _p - - � ! i ---,! I ff I MRMMVNYI���� ­ Way ne-Dalton ­­­ . ­.. .. i I .Sedes 80001810018200 #1105 f8X7) 3 I , I ". +31.0i-35.0 osf _r WAS , III Ill j=: � � M= - S edes 8000/8 100/8200 #1 1 23 (16X7) I � � � I "I'll !!!! I. I � +30.CV-33.5 psf ������� Wayne -Dalton - I Sedes 80001810018200 #11i '16X7) , : 0 1 . . � I ­_ I . i - -.-.-.--....-- 1 -0 ---- 7-1-7-0 7.7-227,747, and 847 Single & Pairs of Doors 11311-II : 114 in iI nalf)"" I 2_ - :I� IA. SINGLE HUNG RMI --- = Windows and Doors I I - "I � . . +60i,01-60,0 psf I ­ �� . � I i , Series 550iO . . r II � 11 ��Pelia CoMoration________________psf-' ­.___­...­._._. --- ­11. Pella Corporation -11 111��1301 111111111111111111111111111111 - � �lalnt-.i-.i#y.j I . - _ .- _______._._ .- I 0 --- : I .111111111111044i a W, : : : : I 21W 14 MI Windom and Doors I . - i edes 183 S "I 0 i "I �Wi ___­__.__ +,; .0 iil ! -5 ;- __ ._� Pella Corporation I I Series 10120 : � i : I . +30�01-30,0 II psf Pella Corporation ! Sedes I Sliding Wincicmll t � r - �� I -1 IIIII i MI Windows and: Doors W1 I =1 �rlixwll il���������������� _________,_,_______,____ - ­ +03wo! 60,0 psf 6J_ ���Ml I � ; Pella Corporation � Pella Corporation I ­ I - __ :1 Series 1: 0120 i. . I 1 0 Series Flange Fixed Ib�������� . ­__ .01-50,0 psf � 17=19-9 I MI Windows and Doors ___[S=�� i i L = - I I grim t 11 111011-M-11111111-611111 �������������������������������������� � ��13*- sm���������������������- - I— �3. PAREL I. ! DI J am es H a rdl e B ul I d ,I P roM_ 1101 MIr it .410=1001 R 2F.�,iii�'gir-rowoll� FL13192,1 -FL131-92.2- � I , I 1B. SOFFITS � Solid and Vented Vinyl Sc,ffit � I F L,l 5272,1 - FLI 5272 � 2 _____ __ I + 75, C/ 75.0 psf I ____ i Alpha Alum]nuri Inc,, I - I Scilid and Vented Aluminum S oflit 1241-IMEAS - ­­­­ _ .. - - _.- --- -5-4 -,-2- psf - 21 I , LOW4111111, - r---'--- 0 1§1110im . AASPHALTSH­INGLES___7 ----.------.-.-.-- B . UNDERLAYMENTSiTarnko �� :i - 1: (for Shingle Roof): ,11':51b � Plyglass USA, 1 nc . Jor Tie Roof) IN I 1111- ==--� _. ­ I ... ­_.......'.. . . ..-. ­ - ___ --����������������������������������� : : Felt Underilaymenit M = i 131 - i ,C, ROOFING FASTENERS I I I r I 1001 1 1D� ROOF VEN11LATORS � i 17'ehompson Arch Metal Comp. 1. Off Ridge Vents ­ . . L . . 0 Flohda Metal Products, Inc 'Vent RV`10 _11 lMl- Lomanco, Inc 1 , DA-4 Ex ahust Vent � 3 IN 121 I - , ____...__=Z9EE�M ROOFING TLES . IMS, man qr FL784927 - FIL-7849,228 I I F, Nill ETA L ROOF D . M*- allm��Iaxwy_ . ;i IDrexel Metals, Inc. �; 900 -i � I 'iDIllv1C1001NlS� ClIllwilIC 15OSS, DMC 175S, DMIC L I 200S, DIvIC 5"I'v" � I I 1FL784-9- � 16 - F-L-7-849,. N ..1.1­1 ­ � !!!! !! I i � I 1A. STORM PANELS Global Protection Products is I m I i I Gahanized Sitee. S'tormi Panel - L i I 15076. 2 FL,15076.1 - FL 11 rr All American Shutters & Glass ' ; I—- - I Galvild S,teel Storm Panels . I I � I � I I � - � -1. ­ . . 1-1-1-1 ­._______,___________ - 16. S�TRUICT_U.RAL 4 'I . ii L: !A. WOOD CONlNECTO R 1 E � A'NCHORS ___ - - - 111111 0 - .USP Structural Conn. ­.. __.. 111111111 i =���� -_ w5l . I ; SImpson Strong-Tle N I I B. TRUSS PLATES :17W I I � ._�­_____ I I Building Components ,Alpine'T"tuss . I MiTek Industries, inci, i i ­_­ --- ------ ­ __ - ______.__._.__ Plates Ili ates r L ON =-- ���� 0 I - '.,'1 I I . A "101:24ji IMMISIgavveyerhaeuser . i �Cast-Crete : I ._.___________.____.._.. , :'Rim I Corp, _ -F---------­--------- 2 i r Board. L1iJ`i PSI LS'L ff i n I i: � it I ,.gtll ColLcrete L,intels __ - I - FL65277.1 -'FL6527,5 I J NOA 20-0630�15 : : :: _DATERlAL Comm erc ial Concrete Products 11 Inc �11 ...-,. High Strength onc rete Lln'tels = I � I 1 L The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the follomilling initirmation must be available to the inspector on the Jobsite; 1) copy of the product approvall, 2), APPLICANT SIGNA7JRE DATE I I F , rT iJ 3 L .V, f MrF.Firldr5s & fr: rr4vn,;r) l,1 Rnplpll wl " : i1, ­jELir'P­1 L­�)I,J�r o _ A,�(j ��I,Prj�JIJS N­ �, I I �� Z`!h I . i Pr-vduct Apprwval Applicaldiven Detail i l 4`:-4d0,01 -�--,--.,-�.,�,�---.-.�,.-".------,----- : I , jj�j.- -l-�.JL,-� 4, ,=_�"lhh� 11_��, L"&Lt.l2 -4 A�A&M-d -zlunu� L.o�,�" ,1.n II'G- -� I, I I ,,-r,- " h ,4.r.1 1. I ` , �-­� .,',- hxpr7'r-7N L'1 , l � ,-',�-�.Y.-_ �--'- - - �IdQ:�I�,aor."� � r � � _ �,! 'jx rx ]�-�- .- - m*mc� � 441,11.0 .� - I - - i � � F NI_A1011-PFWI�2�1111.. 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MerAc a��,EoaIA i dIkoo Affri V � r:1'1177�5:1,71��"�l��,iT:11:',�l'�"I'l��',I�4"1,:"I�I 107"i __ � l�.�mpw.,it,ocdgL,F[t�Ill�sS�ng6 Door"Arth � 1,,,Mn R,tgi If,�+rl-1 -, 'wm-d M�­', i SOA1111alsi r naw"ItclEfta'Aarna. aQ_ QX of oxr­,� r Astr An, d ir � . 114 i ipp"­r" I-IiAr, ; ; -__I 'L,,4_1f I I 1T­V:I_, ! I I 11 I, Thruffoi Ta. fdanrr fElinald Arid frrriA[Arfllr�irdir cdrnfijuirdddjono� TIOM-ou 670S916 cqW'IrNVT,ArAdWdi GlaWd, I:YMI2022 dII:I Ile!, No WA %-_-qt, &_w�. - air _q,. Aduricut lid, isi, Mordsi ited,no I LarcLada-Ai-straddidO I s�_'U,fdadzadd�l� A1'ALEaIiEd1K,_L.. eaEj�ac.�,!_Lh_E 1. ri atlom 0xromit, USA fddnnI;�Aae C,,OQluv L)m?r oath Or S"i? Rprrem Mudeli Nurgliar if Miami Cu,ii E-1221gs , kod._�l itiorri,fritign - _� iFIi 64.1`af;i�Nl - HVId., Y,,� kAz* LfIVU I ,,,, solaerj . gioldii I I t anadnNusts-161 is,cust Dunaj I - � v� i.j 11-1 p : - "0!�� a��dd, rd� � I ,�:L 42LL I, I'2�i' �, I � : . I � � F,r�Iq ol.ir ,rii, ry, C4�,fL,�"IL7,��4',��,��k�1,1,k,7�i-lA . -1 WE bMU, �M d[In.:f_�7 lfrAl-Olut EL_na_;I�d i"A"onn SlIarloft rMIAAAAd�'crUt-Aa0qj A�� Of CI1AxrQ 5 MAO-1-0 f'=L­_ Misalie, linfr­f) OW Vird,i t" ". ,itnue", � �!­I[�-.­ , � , � : � , I ", ­. �: inirfilrOlf,3k.- ,,��Ij, �IIA I A, , I � I,-,� %4�, rj �� arnfirorddlons) ;a" . _.a_ �!adrj Ir cor Nur far Or d.na A., ��.Mddft fl, lia:NAAN, dift sw ardoial 41 Z"* addam.1410,42 Rcussel L�4�LL:a � 12 I ThQ:F�A.T,. i',da, e_'rrJAr­ anAl �rnidatj,,-araf I lcrrhal 7,W_Cr0 cq�afrk-impai GIA�ad I yl�rt � %­?_1 "id, I Uo No rVA - 4 Vlq_� M.M"fim M.1- 121,441,124 Nin Ord, Y" if f, � I C�Pderw Edilir Fro,71it- S.gk, DFIO, i IdTAISAimsIOdfavaringi XL ,rardiig.oli z I � ,�i, Tt-,.-7,,. Frbei,,f- _A,i A, ,Ij S,fid:jErr-s�ui, rJorninhAl 7AJcd.0.,ejznaqN-r. ,,,,A C'E"'Aid 1Ed51OfFj,,E;, AAn Ye. NO TWA i � l �,'�-,pcsr*-Edg&�ibef,7��S�M014DOO,�,,�v,h ; , ,�EaellW,Z) Q n%rUiW,1AA­r ,Yn COX u� cyt" i norirgvrahonnii,.'� ,- ---.�-"-.-,-�-1--l-�-111-1------..-"--,�---.-----�-,�—.,,----�- ______________________________ I A A. Tinar",7n; FIber-Class. id andiSfordiVi rJorrinal 8AX39;Q &juot;N*,l.iudMq,Aet,, Giddiedi 1243VzW2 NO Yas NO AM I I (7�ofrwrislia: Edge FlidargulUis Single Dow !� onswng;foumi X corifigularri i idi o. ThidiTra TtA FIber-ClasGin, And Snunnodi-Sei Nominal MM;0&qOotlIInN-lMW'A'qUat, Gwid'ai i9x-MC )2a No YOA N'. TVA i � ciartirAnvi,B Edi Fiberglass Sing le Door "ah r I � sildellne(g) 0 nqAwYa1o,43YAnlr; x0: Ox a OXG, Pkirldir Npartmem of Efusbelds ia Protessional PegLitabon Naw I wir 1 Fri Deparlimard at Business & Professional Regulation I 4,j: f C i F:k)l"'�LNpa-�ft"-��-"�BL,-iT�� &Fv�re- K��ajF _fn-wr _Zl� �E I dr ;��, � � 11 P Tliwmai Fmiie=0i --a 5finitaw-M., Iadintgundbioni dl-�,Annll r"MU 8qwtINan_,r.W.i iz:az,i 1240= ,10 Y_ tie TWA Hijildi Codias Are ftaiddann* 1 ffi��Eii Bud ling Coons ,and stand"I ds 1 - I ; � I i 3i, u, 1. I fli Cer; cdI,,- AM SAI rA Io Tc�n 14M�rf Qeinod4na Edge Frinargiali struble, Di vai or i Mh "Lit 177 de I di 0 n w -, I r) A I:AVA P I q; Xx 0 r 0); XO Product Appomal Applicaluon Dorm I Product Approval Applicaludin Detail i 1, "i cal uci A pan jival Airoal, -,., 6cfi DOW er WrIEwraddi I I 17 o. 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I - i;­ an, vvn_nm ta,_ng fivi P1 �% 11F, ii 1 -_'L,­ , ­1 L I I 7 i-r-'.rr7 HewFt,vCrF,Ir­jt.,lJ II 'OrS F W 15) M111. �, PAO i u I G IF a ar T wJ Qv� � I 1 6 , HH4 HHA ' HeAder Hangerr �9 III M-1-11i wi p?STNj, rv,1817 2 SinnlVht StraI - � i FLXID007-Rg 1R K PS Cp KneFi,-Bt11CP Striniivrpl, ZI MSTAP lt4STA1_2r MS I Al S PASTAIA, Wtl A21 a IMMAI MST ADO JAST ADS, Ii TA4(i slraiG ht Straps, ! Fit-MuhlV-1,1161 � 201 L'W, Li L 70, L 90 Antiles 2F� MSJ'D�jSrMSTC4l &I MST 13,N14S"C�78 StratI Sitaps ; F � 4 - jj" Product Model, Nam bet or� Nar"ilt ProdtiI DiescillptJoill '21 L CE 4 Ppp[ �>F41 ;n MSTCA,3213, bliSITC66113, Plle�Bent Sti I �� PL,p HF,jct '_S,_N"r, Lw P-, N.--vin r­,rrS[0,t Orn�tljqtlon It ATRVSF_'TR1jFZAl ATRV4 Ttiuste,Ssd Reds 22 LS30, LSK LS70, 1_590, Slp"IttaMe Aingles, ,!,� hI ItI hI lVIST160, M57172 DiVaight Straps 1 . � � E` -t I,�� , a­�F- " . i �jp, �],'I�lqti!L I to ppr", I", , '_`­ � P 'T�jl!!p FF ,,,Vij!��ljjpr, J,�"l r"L' r, "� � � I �' AT005 AT1006-2, 471-9l A711 IMS-21 AI Ji 4,ATLlri4 2 A kirpir Llm Take 1.1 it Olpilke 21 1.517 )J,1jljp1ablcS%�ir Sipiligeii Conneclai, 75 l4'S12, ii4i lB MTS18. NIM3W MTS24C, NI Ml fifledio rnTii Strap I I�L� �- � r - d-,-,..r,Jt-: fa,,p: 4 7:n�,�] l -,''IJ, i", 1l, " r � �: �� SI BF1308-2, FIF11,12, 5PI1,23 8p5Q,2, S""I 311`,Ztpi, bf-YUPI-S, BPRI'l-103-4 Se'liltring Plate$ 24 La�,JMLZ. LSaJ2I I.SiSJ2812 � LSSJ28RZ. 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Mi kFI MiL2l ML2877 ML2107 A r, .1 le s �! P R1qP4 "'had p., p1we clan-lec%w I I '� , ' atrid �­_ � its f �,� Fri F! g _r L),:7 F 7 'l,t ul: I, F,1 " `D I'I RIC W HIS Heavy Hzx- Nom 2a rwillitili R o of T i e - Etcwn ��Q S1 � FF12, S[ 14 $1,15, $�, 5 pip d 1 � latei I Is I 4 C)�:H_r �:.,,Fp, li-a�lp,r�� 3 - ,p � an, �6 neet, � )" 4,1 �tFF�, �3��:,� i- ­IIFF'r `__jl ;��_ �,",�;�_ ' 'J'p " 1"' _� i 7 ��T:Ij�l,"LR-IUI-l�'�,r�,FiTL�l:[-j4 RTU0,49 FIL105 R1UJ;fl,1�1LjJ)?,fZTUl RatchPttngT"aAJp1)vYtce � 29 WHQ Mil Rout Connedua 3 11 Split., ��Fl J.5 i k 4 F Z,F, Y zLi'l P a ILrl IF �e I i 5;81 ,�­d'�e - I gllh� ra,g �­ 7- - S� 'W, I- 24" I �s I �j DQL 1 UV I 0 7 ak,i P [Dev to -.0 a E M-44ilD.1215, NAMILU 2D-�� PAIKALt-T2D, ii-1161LU2U-2. MMLLi2l 0 r 'AML'.q'�l 1, VAIALU ID9, MkI I Faj:­Mount Hangers "'I-' �;�­�tr�, $��;.',t': 5'Z­�p S:S4LS ',Ttpl�d Sboo � I 1i r E,L r _pI ' ­ _' � - i� � r 11�' 1�r­ �21':"C' - � L ,j�, lit'n., -� - - � �� � P = __ 71 W� ­_;KTIF]UI;�IFI�11� I'M � - __ � __ M� - ; - g �, B T.Ull Tai�-UpVitasl Y RaLl, RB(�iw . Roof Soi,linda-v C4ips , �Vt DT,1 r J�tt 1 "iF � S T 1 t IpT2'2. ��' A� ... ? L A T'212-.�� -S�r.t' 15 D7'12-2-15 ST 6,15 STD-W4, S-1d,11rii -,Aasght Ftl � 4 . i -1,3 �,�,117��i--�.I"r,-�-,����-t,'i�,- ­to-:11- w � 10 I W8 " Uplift Rod Rut, T,edown Srstern 'i2 RST-3 Roo I W­1)owwrFi sli lLjlJ:I rlX? III J l Ij t i3�55F 1 lJi2, i i -Its -rel, I Jr 9,pe J eal) i 6 � 'illutpor, Bril ­�, IFF�Il!�,1­111!lI­:I� i I j I � �p�l��;,�'P,,"��4rij�rL-��a.�c�-,,��-�l,,�[-�;��t.,,i-��,ro��-'-,--�,��'t'-.L- - I 11 IJR�Sq JJ21L I I ollt Rod Ran TwIF&Ami System i M RTC22--, RTil RTr_PZ PTC4,4 Ril Tie Connectors Sri, I 7411811,01. rli TAS14 IiII BwAng I : � ­ F­j'­�,,rq��:�C - r J lliIII� It 1l_j 11111', ­1F 1 z 112 LAM04 "I IF UPWI Rcd Run Trad(AvIn System ?,4 Sr c ­�l�.,r T, o rc ,ti r c4 T ru s ,; I','� I R p -, '36 I 1, lt��' 311N,\h(�1 t i ,IIFF��In�he!P.I C_ . - "'iFfil 14JP40W� t � � i L I �­­ ,'i,�F-jl S 4� - ,,!4,, pQ r _,:JL, � --ito :�Iii,_","�[L �Fr�_,­I�'J,_, ,� ­I�LEjF�_,­ F_p� L :� 4 - ,I , " �t I- _ _ , I I � - I I 13 (j RISO 314" Uplift R.cd Run Tiedmitin System 95 T,kl,,7, TA�57 Trui J,,sck Clips S7 , Jit, ", Qljll�� I A Vtirlitollp ,V,JI 4 10� " ! . ,t�', Jitip1j, , VP . , , I'Vall Bv--;zn_o I � ll,FjlJI,FjT,jk--zf,V rvr� lil,,"� ,­­ __ I N,J Z2, Z4, Z44, Panel SiFilreirlar cllip�, I I I r,_tv�­Tf�­ ­q'­ -�,,Il�jFE'l-irA�,1"7��.�r�'LL-�:E��,�:�:i�]�,,i��fil:f�t,i�irt,ii�I��'F-�-,I�--',��,,u7 - ]J ­ - i F i� IFFA FrL.jL­F,l,&5f,pV,F' �TIQpjl:� It�Z'��­ IF, I 'I I F1#10-441-R6 FLM031-110 � l.11 , il!� � �� I- ; J� F -, 1. F, � -L l: p, I "I., I i j. 1, l ,L, F,,j � , r 4 F ,,pj I r t,, I, �. _,,, F"F, 7l[,,rdri ., , r,� . � ,r' JTF "I I 1 s ELMO-447HRO ; ': . r,r ­iF,P!;1�'IF f3f­q � J lrl�ll:l ill" IFIT JJ" I §ea P_mducit Model. Number or NaMia Product Ditscriplion §&U FrQIfJg.,Qt MI Num w or Name EL20-yo De-wilprom i I '� t 'Fr:j. L, ,', _S I Ff r1ti . _� C ,� I lit I,I,ljpl�j� I �IVL �J, Fj I I IF I �L,­ L' a 11_,� p',pit." _ ,�, -, 'a - _­�' I . - o ,�_ l _ � r',Fe � �Fffpgpj r, -, ]p w I OTT2 Hokl-daFFIFin zIlil * Piroduct IVI Number or Namo Prbli Doscriptioni I CRH2 37x5 5, CRII 170 &11, CISH2.37xill Conce-IM hangers � �, � �- V,�q4'.. -ofili f,, r1F 1 l' 'I j7''!iu zr" 2 HDC10J4, HO-CICY22 Hold do,linp I AHEF Adjustable Hlp�End Conriector 2 UJJ� 01-ii.1, CH UTF se iles hangei's Faoo�rrount,Wllu� 0HU) and top-11al iDH1t_r[F1 part -gel I I t i i �, �!,`­J, IF �;F­�I,tl � �vpfio%K� hap4tp'­xI.,iFIJlIl, r­�O,�run�!�Fr�,vx�, - -,,dr'l,, ", , 1, i _� 3 4 HM,6, HHOQ1 1, HHDQ14 JADLJ-2, HDU4 HDIL15 HOUB, P40U 1 1 � HDU1 4 , H-kl-down Hold-doy,iii 9 � ri,Sr;2R_',pr83F rIP1,211- S081, rJS11,lfR,S:rk"l DOCS1 -SrIt!�pF i Drag "I'tilLit Corirwrtors Gable 13lat-rin rjurinecbr avaiiab;i, in AI mn9ingfrain 4­W1fV­C A n-o-16',and hi tIr r fairgino i,G,nc-`F13`1FI0%M1E, I � � I � �', J it I I 'j- �­, lFFl,, L'�,�'� i I I i - IL � ,�­�, _G fil Iiii] ' 'I J'�` ii `,��,F' I ­,.J!JFF�tt[st�r � �. 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S D V " VS Z, I 3,10 I l 7 L_M� L_ 1-1 .Li ]R,-,4Z FC4RZ, RZSZF FICE;SRZ, Pii PGgRZ E S4 C RC,5 R F P , Z, EP 4RZF E Z, EPC-6 Z PCLV Post Cap t:51 il 7 � '_;7_)S,'S227S)GB, SG,Ni`S_2_240CEJ3 SD%`VS�`iJ00B S1UeVSz_3eC1_0ID1J1 SSAI=Kr_E1'_R, S'it�rl;-LnpuF SIDWS -IF ITABER Sure,,v tEderior Gninic) i I 0- E-PICIBRZ 11-1)"Vi I (100011P � � SIrp 4 ", ' I ' t L,E . , F[F�g ol�;, rF , OLj 1`,'J�fln r_&V A,UDI pmlusl.2i < 21 F913444Z PFF44FOZ Post ease 8 Y S­ ME',22 i I JIDRIF, SaIVS-22t � Ati C"IFFdolo, Aa:�Fnn' - 55I u�lti r-,IW,,-,d IJ-fF: rl� i Z, 5 I J� ,'�� ""4 �- l­�J��,l,'�,rI46, F',1.­�lJC-P4',i I -`JtJ3 � I I L blvass F�ar n'] �Fcllc si�: F�[ C nr�,I�wtw - , (D -_­ RPRZ Reilroft Poor [Sr, t FL#1 3972-R4 JJ , I SF)VU11315113MSIS tt1_)VVS274'.',0S,,r3, S"iIl,�2!5(11,:��,� SWiS li SDW'S2*7t4CGSS, I '1!apwn�0rr,,,S[tVFn,,' 1�, Br-p zt�,��,-(­pf , 5� A a I l,� � ��, J�L, � � �:]_� I� � _l �F.'J , - ,;E�� , - � , I ,�! _� � F � P, 4", ��'L I I I �_' - - -, F,r-:-)q - - � F���,,��,�l!��,,���,�T,�,�r�,c'e..-,', MVP� � _ � U) S'DV4,1�Y"i li 11N)VF111%, �, piCt-F i F,� i��: "i�j�, PIF­ ��,j_ a 7_,:,,�7,:­q,�,:,l:� "�! : ,', �,_,`__,__I�; 4 � _L F .�C ­ � "I A i,� I I - -,r , �: '� 4­��'Nallp:l,,I!'�F l4,1Tl1F,III�I!, -firi�-FFw,i, loCF-5,FI,�J, §kq produce Model, Number or Name EMA99i2l 10 I 5"i'A"It"13400 51r,,va.-Duls.'s _`F,,,W'V S,­LE�70-RIM Scraw - � li K-1 F�,,��tl 1,1� ,:: IHS1 1 M-�I_Iioi-,,-,� I ,4 EFIn to, �-, I .- � ain,,I rtg F­ ,, ­­ I .1 M ELVIULU 1 CNISTJ t, C?I CNIST016. 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L SI'm 8, LSTR2 1, L STAI STZQ2 .�l 21, 2 2 181-2, 1 1 5 ls� T 2 21 5 L'UBH3 2'�r 'Lli 2'r '%IF'! ,I �r_i 5 25 , - ,strapi. �F$ mil (2-u- U a, stririginj Cnnn�_,-1­3, - - §0 1 Procil Moggil- NuM kkr 2r eigatil AS' I s, AS 18SI- AS JIN:Mt lion eLad gel Qg�pq rip 16ga TrU­P[Rf�- - � I - F' __ - ! - �,� � -;r- _,j_,,�- ' _�� �" 1'11�2 52- W . � : - _�_-,_� ,�r7q_, �'_­�'�4 Vl_�"," ,.�, - -) i �, � 1i I � - .,F -, F,""Au-1 �, I � - ll,,tp,�s_- F�Zlll FF x2! I e W� , I H, �l ," qj�;, �ALFiR3,F!".1tv :"Cf--�M�7'1 F_ 4 GL85A, l!" pLi GLWC, 011.1350. G1 Al (31LBIEl GL67C, GLIBM Givilarn Bearing Kq* 7 LTP6 1.4%ji Tre Plate - - AS 2ql,-_ - E ­ - 20 l; a L I -tittl ` 54a a r_� U lIh flili r`Se - i � �. I - ­'7, S � � -__ �:,Z��-w --f, Vf e , �,�:,. 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L.Li = 8 WPIC-IMC-M univelea I rowndati,on PW .- 11 MT312- T,FIMS11:8, rpI MITS."01 tFFS'SO; &Mq_�4C, III Nq,diwti �a,,,4 Sirmaz � , -, Fr ­ jrl;� "t ­ � �', 5'r XC�7"J�j -,2i, JIF"L-f - 4__ " 11 I—— L _1�4 J�jjL � ?? �X F�Ll­.,�_�'_�i6_41K tl:4l:'�`I,� 'r ,I - I �, - - I - 1, ,_ 1� I F " i ­ � _ �� 16- p [�z 14 arpt !r,F,',, 14 �Jj, - _jLjj,r � ,l ,�OII; 0 __ rq,q , 1 1�4 � I �it 1. I F _ � ,_ = 9 URFP UnNerlia. I RehipAilt Foun datorp Plarle 12 . - SE; A _5 6, , �J` ID I , C k i , SZ! 82., D63, S I, I W 3 7, S F,B 2 5 S ED B 2 5 8, SI'S 1, I 2 SIM, I 5 6, DFUD U 2 I V 34 Ot F &?S � 12, 'VIS1 2R� SIS,4�7�5, ,5�13'5,5101 -r��p���ill,i�,Jc��t��'a�r,�,ets - rL#jtq3o-M I I -1 - i I , -I I�'� i 11:0! ��F �ll 4 X I I 1 4pj,� "I 11 I I I:l tJ �,�l �! 1 1 �,,I_,,� 1, 2,L' , X" I I �': P : ' ,�' ,1 'L- K `�I 4 ril ,:,r.l I rl' F,J,` J I i . � J� :�: 1 ll'l�,, "'ll F"iIJ 17'j'l, Jj �� : � I r, F, I � , 'F - � � . I z " I F 4. � ,,r( � r,,,,,,,,,: J, i i ,,,,il . < 0 '13 StBAL12SI, SBA2ni1j�D, SIBA2 l-212 SIBA2.12,14, StDA4 lisla SIBA,1�18110, I TopFail, I 1 ge p,ric-anpe'-s , Sept # . � gel. Nqrpt�er or N FrudwA MQ .- __ dme Pituduct Qi15qdPfirj.q � F i 2: __j SEA4 1WI2, SIBA.A.ISMI i rT 14P I E AS._-_p,,,_-An&� f,x co -Few � ! I = 14 SrH1A Hurricane I le 2 ID � GAC 1 G DP� G LIF-A&W, GISPIM - l � �_- Dl �',,(- I C 0. G UPS 6W 60 G "Ill 76, GgV I DO, G =r,4 - Qlar.-tairlitualed fasteners a" assernblies i I � <' 15 i WH D68, SIF4 06B, StM- I CIS S ITA DI OR, S-F�41 M fJS, Sill 4 7) l 52 HatI �_11 V)PA, IN -)PA W, PWA-M,', PDP�4T, PCIPAT-K, PINVI PIJAVI Pi4D,P W, PSPAI&L PGA?der aICJ`Lljped (aStep'N " thr"aded ,iI nI assemb F­ ! 18 gJHF1U9,'i,H4ULF11 P:)PXVAL,Nr,, P',.;'VLI, PWrlF --K, PCLl PFCLEOPA, PTQ1]A!-;, PTPPp4 ! i I ill SII SpHDILA Stil-T, &I 1­101�40p,plll jovilll l-langeis � 4 CET 3G AnhesuL Anchnir fii iminctele I i j i a_ . I . ; � � I SHEET NO. I . . . _.__._______L__ i � i ___ __ AugustlO, 2022 1 PA 1 I ------------ a 7 1 MIAMIT Al Vs N11-DADE COUNTY PRODUCT CONTROLSECTION C'ast-Crete USLA L. L C Cast -Crete USA, ll V s�lk I f,c DEPARTNIENTOF 11MULA"FORY AND ECONOMIC RENOLIACES(REll lb SW`26S'trecl.Roorr�2ijit BOARD AND (7,I)DE ADMINISTRATION DIVISION MJAT-ui� Florid a 1-:3 YI 5-2474 T 7 9 6) 3 -2 5 90 F ( 7 96) 1 NOTICE OF ACCEP'TA-NCE: EVIDENCE SUBA-11TTED NOTIC'E 01; ACCEPTANCE: EVIDENCE SUBMITTED I,' fl+' 117P-j" 'Q( '[1, I'lls, 1 94 L 0 if 11 N(.YFICE OF ACCEPTAINWE �_A www'm iav� id ade.govieco -T. I- BM E EVIDENCESU NIT:T 1 'S lJ BMITI' D UNDER PREVIOUS APPROVAL 4 124)209.12 EN1[)ENC_E E l CE "­l,,BM17FTEf) UN MA �110 lvfttlll!�, A�111114( %,'A' 4 14-090-IJB0 Crete USA,LLC 6324 County RLoad 579 A. DRrViRlINGS A. DRAViINGS Seffner, Florida 33584 /)rlFm;org,NQ)i 1,114612� taled 7'reCasi and Presiressed Liesel Dewib, shVel I (if 1, PD-16 I ritki) "Precass and Pre etrassed Lintel Details sheet I of [b j - 1, "Dir en 1, prejllcu�e-d by, rs'o,�,�Z Ptlrr"JOL P F_ dated A4arch 24. Mh awd Draevs Nto � , x f I'll i " �ma WiM sco,pc-, r1c a's I'- N'te 45", A! 14" 1,1lolEd sa(i� 1,oad 7trbles", shet:lrs, I through 3 q/'j� 1we'l-wredby LT4612', lifled �4 ', 6 " & 12 �'Llntel Scf/& Too,=! Tables", sheets I I, mi-,- 2, aud 7TT hl'C­� S)."'_� I o 1, This NOA is being issued under the applicable rules and regu lations govvisling (lie use ul Coil "Araction 11latcrial 1,1, E,, dated' 11arch 24, 2003:1 It.tsirevision e 1 Rated Aonril 28, 20(jt3 both ongh 3 o. -3. 1-irejulred b,j, � C"railg Pairrino, PAES dated A -larch 24 '1003. last U L The documentation submitted has been reviewed and accepled by 0�'iunly IUN7 Vroduld ("ontrol ,�Y Ljl TpesarahTV 1'4440 PT70-1170� P. revision dated March 1 IT 1008, all sesnud and sealed ky Craig Parrino, P_E'., an Section to be used in k4hirm '-)one County and other areas Alict c allo�,, ed by the Allde-Frity I las, in,,g Jurk(fiction 11'11_�STS 22, 2012. K I o fl,.� K Jlkarch I. Tll.st onflexurizi te-voug an 4 6'- 12 Precast J'Alniels Filli's) orlet This NOA shall not he valid after the expiration date stated below, I"he Nflami-Dadc County roduct Control I i, �ol of -431 conerele ihruel Rxcitnens� pt�-r AST111 E-529-94, prelparec. s B, TESTS s, A 1A 1 1, -vS Section fin Miami Dade County) andltor iheAlIJ (in areas other than slliaali T)ade Co tv IV i reserve the riefit to have In �1�vyjlilsl Researt�h 1,aboraoiries, s'vpon vo �10404,4, dawd,04 /Q`Tkr�, �o� No n e. oage-: 56, this product or material tested for quality aswrance purptxses. If" this product or material fiails to perforrn ill the �,l by 'E C. P -I! mcur the expensc ol'sudi tesfillig and the AI-IJ �rt,,ky, inn'rletfialdy revoke, accepted manner, the manufacturer wit I C CT CALCUL.&TIONS A`l 4: modl or suspend the use of such product ur material wiibin their jurisdictiun, RER rc�scrvcs the right to revel A 1. 1 S I R,,k N"CE this acceptance, if it is determittied by Miani�-Dadc Count�ii, 11roduct Ct,llitrol Seclif.4i lhat this product or rnaleri,al "ell c, �Wj ig , -i ' - -1c -!d 0 9_2 91� TO I 't) 7 --Tswrnlri by Craiv IT _Mit, Deil , v, Te,T e pi jisr LT D. QUAL TY ASSURANCE - T', thw�F� at vrn A­v�alvnl C Yp"i� R; fails to in"t the requirements ofthe applicable building code. af, , sk%rded, hy Cnui I florrina, P. E ro 'nn�s l, Aft i-so-ro'e "jint v 13lepartojeslli l-T]"ernpilliril b" wirownerf!, u,lu) Regularrlry,,tjkfirs� T Ceot "r IrintelLT. doled 05,"1 9/03� 14 U pc prfr"ared hv V'T 11 IT CAL Y This pr-oduct is approved as described hereiriT and has been designed to clantply with the! I figh Vellllcft.),� Viurricalle ? Pare P. I�T 's igr,� l�;, dll!zr0,Y(: l7raix, no, P E E� MATERIAL CERTIFICA"TIONS, Zone of the Florida Buildingg Code. 1, None DESCRIPTION: Cast -Crete 4"1 6" & 12"High Strength Precast and Prestressed Concrete Lintels J, 01 R F k TlisycCust ned pre APPROVALDOCUMENT: I )rowing No, FL)461 litled stressed'I.Jntel Ektails", shect I of 1, (�l uedd 1� Svwem T11 n jo d for Cast- 'n ?sf I t 0 -rte X.,fachille lV-1aa? PrecmL-t Liw4: relvisleal op l a,, F� 'R OTHE - , ` I IT eurr t, 'asf­Crc!­ h; w- and a�, Wed C r prepared by Craig I'llarrino, P.E., dated March 24, 11003 and [)roNling No. f-146 12:, tit l ed "C"as t-C rete 4 ",, 6 & 12 2oll)2. daieul l,"ebruarlp 03� 2014"?, sig 1 Letlerfirom Cost-Crele ,ned and sealed 1jf "(1i h CCF'h),i`,!r1QF �Awnlil il -e i71nnaa Bull& u Z I J i , -4 Vloo, Ed- Untel Sa:fc U.)ad TaNes", sheets I through 3 1)1`3, pit ared by Craig parrino, datedNiarch 24, 2003, last p 2'. 011RI blN lem kfanudrd f6r.Presfress l.;l Produe Fs daled 2002, h i Cr a i g Pa r r I P i o' c le r t n g ri R,) t n e i ih t 1 it- F 7 a r It i J I i i revision glated June 12 )19 liblearinCyhe ,, 2014, all signed and scaled by Craig 11arrino, P1��ll on Jalnuary,22'. 2(r , a IT _S APPROVAL 1 17-0,921-1 Ur r C I PR F" N`1 01. Miami-4)ade Count 1 sy Rl oct Control Revision stainp with the Notice ofAcceptallice nulilber and the expiration 2', EN,'IDENCX SUI MF[T`ED UNDER PREVIOUS APPRON7AL # 08­03-10,09 DRA al� 11 N date by� theNtiarni-l")adc Counly 11rodulet Corftrol Section. k DR18WINGS 4. EVIDENCE SUBAIFITED UNDER PREN"IOUS APPROVAL It 13-032L07 MISSILE JMPACT RATING � I,arge a all Sinall Ntiss ite I m pac ( Resista a t I Dr,-Aving, All FD461211 titled "Precast and Prestressed Drltel DenAl,,", s:hre! qf 1� A. DRAWINGS LABE11-NG: Each lintel sliall bear a pernuinent laisd with the manufacturer's narie or loo0and the Miami -Dade T)repared ll.y Craig Parrino, P.K, dated March 24, 200-5 aj7d IJ46_1 itul 6"& J2"Linrel,%Pc LoadTables", sheeis I through3 co 3, PITINV,l� 11o, "I Nr T County Iogo. Craig Porrinn,. P.E.. dated kfarch 24- 2003- lasi revision dated ltfarch 1 IT, -�/l R. TESTS REM'AN'AL ol'this'NOA. sba I[ lie ct�lis idered after a rlirlel application has been filed and there has been no C. chan B. TEST'S N-one. TERINIINATION of tbb;'Nf),l% will occurafter the expiration date or if there has been a revision or change in the jN `cone. �C� C AL( 1. � 1,,!,%,'['ION S materials, itse, xld/ornunsuibcture of the productor process. Misuse ofthis NOA as anerldersement ofany, I- NOsle- Cj product, fcsr saics,advertis4ig, or any (.)that itarposes shall automatically terminate this NOA. Failure to comply with C� CALCULATIONS a INir I�Sactitsjj of this i NOA shall be cause lis- lerminationand removal ofN0A. 1� None- D� QUALITY ASSUI! ANCE ALIVERTISEMENT: The NOA monber preceded by,ttle words INIiarni-Dade County, Florida, and follco,-ed by D. QUALITY ASSURANCE ,�dCjfi, ir T o L I I A, l, i A the expiraticln date rna.y bedisplayed in aldllertising literature. If any portion ofthe NOA is disfilkyed, then it shall 1� By Aliarni-Dade Cortn�y Bll,rifeling, Code (�fflce_ be done in its entirety, E, N1,11,lik'T E 14 1,A I CE RTI F I C'AT 10 N S INSPEC"TION* A copy orl"this em ife N0,11% sh�ijl K. Provided to the user hy line manufacturer in= ir-i distributors end E� CLRTIFIC-ATIONS I Pll! P C H lY 111 shall be availaNe kw inspectil at thc,kllb site at [tie request ofthe Building Official. Vcj P i e �CIPV 0, l N t T �,'h lj 0 a P This NGA revives NOA # 19-0130,14 and consists o'f'lthis, pa-e 1. cv�den_= sumn4ted paggs E- I E-2, L-3. 1-,-4 and Al �Il E-5 as Ti,cfl as approv.al documem mentiosied above. _4 The sutwul 4ted doc ursentation was rev ksved by ]itl aq A. Makar, P.E., M.S. ...�Illihuv A. Nialcar, P.E., AIL& A. NITTlaur. RE" M,S� I N 1 �; ll TOP NOA No. 20-0630, 15 Pro(Twa Control Sek-oon Supervisor NOA No, 211-0630, 1 S Prati�'o Coni trot seciioo stipervllstsr NOA No� 20.. 0630-15 lixplrabon Dole: 09/1112023 Expiration Mile- 09111 �2,02,3 Expirafloli Dille: 41911 ll )30, Oa�v� lW!"I ��ZQII Approval Date: 0.4120121020 Approval Date., 08/2.0-12020 ApprovA Dzatv� 1),14/21112020 A -An Page I E - 2 Cast -Crete USA, LLC cast -Crete U'S'llk, 1111C, NO TICE. OF ACCEPTA NICE: EV`11)1�,NCE SUBMIT"I'ED NOTICE OF ACCEPTANCE: EVIDENCE Sjj PRI 11"rl,"t) 7. EVIDENC1r, SUB',N[ITTED UNDER PREVIOIJS APPROVAL 9 18-0424�414 9T NEW EVIDENCE SU1OTIYFrED A. DRAWIN('2"S 'll T I)II,kWINGS i, None 1, Afone. K TESTS B TESTS I None, C� CALCULATIONS C. CALC U LATIONS j 1, None, j Eone QUAL11, D� rY ASSIJRANCE D. Ail QU4 - 1ATV ASSR _RA.NXCE M I— 4tT Afrani.-D-el Courtry De-paroluent or Regulatory and /l oin Resources sPERl 1. Bv ldiami-Dade 4,`ozou Dcrsysol q R Y & MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIC)NS L Mnie, F,, OTH]ER F,, 01411711t, '!fi MAR 2 5 2023 t o frIcirb1a Built'hotg Code, 201 7'Edl issilled bti� 1� onqtlianc Lette �vith a 54 1,, t�'llll?l IA'h ou"(1, fleii�: r m4illh Its: J� 7Cr,eq,:ky Code, 2017 o �stse jssM!(/ Caw- ? 0s:�Fe f "S'll, hic a' ��7 li-igned 4 sealed �y Craig.Parrino, P, E 17re ts, 1, 1 , , it, Ine" 447llelll vioned VCuledbV P_ 1� ENII.DENCT SUMN11'"t"rED UNDER PREVIOIJS APPROVAL # ][9-0130. 14 2 ('70inplion" Lester sT ith the 1--fia,hesa Buildin,V Code, 2l)." 0 Edihctn� e 17 C A, D R A VV71N G S Crete Inc-, til 01&7 1-25, signed sealedhl, ('01" 1 ') 01.1,1 ' m, L DI-Onlin�g,Ms, FIA4612, lided "Precast and PrestresseelLintel Details" sheet I o' Virtual Review Assist, Inc. 1. preReired hy, (711-�Rq Parrino, I-"- E . dated JA-Yarcli 24, .9003 andl: ittg No. Plans Review LT4612, litled 11c,'as ,,'reie 4'*, 6" J2"LinielYafe,Load Tables". sheets I completed and approved f" Compliance with the 2020 FBC 7th Edition through 3 qf3, 1�rej;cared by Craig, Parrino, P..11 dated,14arch 24, 2003, Iasi by Debra Anne Klahr PX2300 ar revision datedJune )2, 2014, all signed and sealed by Creti P ri I E, on 22. `019, B. ITISTS I Nail C. CALC"ULATIONS 1. NoneL D. QIUALITY ASSURANCE ar R'Tgo/oIllsil TseA 1� r. RsS4.rllure ByX-1haim .1a County De[wrnn es Rl�' RL) Cut M.-,k,rER'IAL CERTIFICATIONS L None. F. OTHER I Arucle ofConversion., , r sr a natne chot,pge, ���Jtchny A. khker� Kill WS. ficlmyA.Lt�r:Lika2-.,P,],',,,,N�,I,S, Product Control Sevtiou Supervisor Prod -0 net f larm Section Supicrosor NOA No, 20-0630A5 NOA No� 20-063DA5 Fkpiration Date- 09111tZ023 Expiration Date: 09/1 V2023 A Irli-oval Date: 08112012020 'Approval Illaw 08,1201,2020 E, - 5 August 10, 2022 (D > C) 0 0 DL 7D Q) (D (3) 0 U_ 4- 0 0 > L o �7_ b U") U") C/) SHEET NO. ��A 1 R %Ijz i I JAI w di difi-TTFLI w, L1 Ei 'VINEITTIR A TTLT[T,G_ ell I P ROMUCT—E VALUA ON'. L F(V_0RT_ REPORT NOI; 20-0728.01 DATEi: July 28, 2020 PRODUCT CATEGORY: Sfinseirs PRODUCT SUI&CATEGORY. Stenn Persia PRODUCT NAll 20 GAGE GALVANIZZED STEEL STORM PANEL MANUFACTURER. 4800 S2*V. 51 Street Davie, Florda3a314 1dE_?.QRP_Q$_E(_)F_EVAWNii This dol a Product Evaluation Report tsintrin by Wafter A. 111111, Jr., P.E. (Sysem ID # 1906) to 4hed Global Protection Products, LLG, Rule Chaplet No. 61 ii Method 1 0 of the Florida DOParlrnrint of Business anod Prollesslio" Reglulaotherl Title Product Is being issued an Evaluation Report as described herad and hii been vedfled for mornpliance in accordance with the 2i Seventh Edftion of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code� This product Evahartion Repo, t shall he sub*-t to rialloliew and revialon In case of a Building Colds, &an does and conditions g e th at real affect its I i ff Am 2_F_V_ -SU 7-1. PhQW9TIVALVATION DOCOMENT (P-F-W; Drawing No. 20-176, tWed 1120 GAGE GALVANLZED STEEL STORM PANELI sheets I thru 26 of 26 prepared by Tiftaloo, lndc�; *gdned andsealed by Waiter A. TIME, jr_ lo� E,; dated 0712812020. This drawing Is an integral part is Evaluation Report, A llpf A itI6355 N NW. 1-btIL�ASkv,�4.-Suite�305,�hiami, Florids, 1,1166-Phill INILI rf al. d NE ref er PrefoLials -1 Az"D 203 -A:; Teat fe,ports prvpairad by Huroloano E rignel Repcorts dated 0191,1181199fl, OP,12i alt'Oteds, signed saled by Hectar ii i�rtlaab ate) I) Tesu up teovIIS # 20-32 dated 04,11 OM 998 aci It2 0 dated 1 511998 wRin t3v Gilder D 'a lFtro rod, P E, 8 n d R epo rt No 021 9.01-1-19 dated �larch 4, 2009, signed and sealed by Edmundol-argoospada, P E al 111"enry Hitiorn, P.E, TeNiElodile testmqport No- signed and seled by Frank Grate, P.E ML Do 20. Gage Steel Storm Panel for wil food as well as Inoxifinum ars,hEar spacing Ill 144odid panel rational and andi Lind Fin daccordisrEce'-ith &e�cl i 6 5 orcl 4he fforide Buildina Code Ca�culatlonu prepared by i dated 11do(J108 and signeddiand seled by WalterA, P Er 3- JM I I $1 IN E_ [ MR A CT Bfa LSM N 9 LE� La iq -a En � iss, I le 1 m pac, i u n d e r sectio n 1 628 of pi e li r lid a 8 u I Id 1 n g in, iJ ol, p air Tol 201 Proll 4. VYIND , ,0Aj)S RE_SlSj"a_ 20 G3loge Slio. Flaot has to wnpanef lerl shall bas on 8 1i 19� 215 and ?_K_ nf 26 of Product ENoolluation No, 20-176, boag on helats OF IS, '; dl� ; 41 1 5, � 1 7, 19, 26 of 2, Wed o nbe sini in dii details on drawhoolig Go. 20-11 to glaua shell be as drawling Nod. 20-17S. TE INN; -7 1�.I � -If !,,I OR 1�9 F� 5��, i-I I'All I toI I,Q, ," Ell MST IW Ull 16, IIIINoPF ItArEd tF x LPG PEEN IN tITNIC t uf.-It5ild Edid NNIT - T3d, Am Ed IF Ed V III0� off IitS7ZEll X�"NNI A� IC ITIINETIitT IdIrPt ItI rqnT—,- No lltg IIIIIIIIIIIIIItFIIFitIFFitFTTtINT IT I A 1, MINI: IT III IIitTIIItoIltoIT;I IRE IF IIIIIt I III I doFIoil IIIIIIIIIII'it otNtIH, FIItoITIIItIWill 11 1:1 I Il I III 11 UP 1 1 11 ill I I", IIOld" IIIN A 2d IIItNIIIttIIIINNItIItdodNottIIF% NFIt'I T-, �,C� I 411 IN it:! tIIIAd Doof IItII Ill All I r IN' f I I A iFF I, 11-9 I 'GAGE INitGi-ORAL tII PROTECTION L 17 it 6 INTO _E&.4 INS POI)i QQNQRET IIIIItIFtI40 ItIIIItIIIIFIttIItTTIdoIFIFIItI4 To I ri, IoNtItooIc48 II11 I 1b., Ali, ,Tl . . ......... . .... . . . .. . ... . .. . .. to ItIINTi �CILOFSAL PROTECTION PRODUCTS, IINC, IIdII "_ATE_R_1AL_CHARA_QTeAt5_T)GSl AND SPECIRC-Afl-ON.a. Shall be strtctly In accordanc-8illoodfln General Notes and inrik;1ted on sheet 1, 2 anti 22 of f Product Evaluation DocEinlent IRE n.), drawing No.20-176. Anchor specifir9tions shi be an indicated (o) lor 26, of Prod. uct Evaluation Document JRE i drawing No, 20-1?& 7. LIMITAMillilb AND INS 7.1 � Shall t;te striutly 91 compliance with Generl Notes No 1, b thru 14, inucated on sheet 1 of 26, as wet] as General Notes it 1 4and I I thru on st*et 21 of 26 of Product Evaloation Document (R E, D,), drawling No, 20tol 76 prepared by Tiltarn, lrw-- and sliagned and sealle.1 by Walter A 70hy, Jr, ll 7.2. Product may be installed wilithin HIGH VELOCITY HURFUCANE ZONES as on serVinn, 1620.2 of the Fill Oda Bujkling Code, 7 1 lotiodi shall only be installed into, twood frame structures - Product Evaluation Report prepared byChefer Al T1110, Jr.. KE (Florida it 441,67), President of Tiftem. ��lorfda CA-0006719), 44,67 5TAl nd, Frid, -rCo ADMON RECORDS I P E_ R.�F!-,Rli GLOSAII, PROTECTIONN C Con, VAIll onFlaiiI. Sr QRM Sotf W U KV A L-i kl QN—U-1 rf QR I REPOERTWO.. 2020 MISt JUY'z PROCNOCT CATEGFQRY� SNtee PRODUCT SUB-CATEGOR'll "term PENnals PRODUCT NFAME� 24 GAGE GALVANIZED STEEL STORM PANEL MANNUFACTURE-1a; ,lSYj S.Vt Street F[donda =314 1. PURPOSE OF-F-VALUA.MW This Product Evaluation R,iLiprith Issued hy WafterA. 711111� it., PJE.ISTINstern 10 lot Global Protection Products, LL,C, Rule Chapter No. 61 G20-3, Method 'ID of the Florida Department of Business and Professional Ragulafil is tedit i4sullod Rei'Nort or, descIriblad herl and has been verified for vrrpliace in aocordanoe with the 2Q20 Seventh EddiNTo of the Ffli Buill adtatihed Product Is for the purpose Intended At teads' equitEralent its that EcTiNvil by the Cods Thad Product Report shall Lye subPoict to review and reviion in casee of &d.nitil C-ol Wit mirritaffierf Rs ittivitations, and conditions Growing No. 20-IT& titled '24 GAGE GALVANIZED STEEL STORM PAMEL-. thru 1F of 18 fole-panel by TiEtedoo, inc,� signed and coole by Votafter A- j IP - IS d to d 0 7 Ilk 7 202 C Th lie drawing is dd n I iF,NjF I61 5.5 3 So ev, Sdd, he V05, adris, Florida 3 Phaue: 871 I LIFE SAFETY STORM f�Atool I —A tIIY' ttPANE, IRS i IINIIIIITIIIIFIIIIitI4 IIIIititINIIIItotEL&Lwaz ItifitItoIIvolvAll IIIAT- 0L ""i III111 LIE C 0 L01"L PROTECTION PRODUCTS, LLC. IIFALMNLAW ANGI IIII I to rO _PANi ULA_�M _E _KQULNR RETE BLOCK STRUCTUR r C -ON VALID L SIN TErl Rm FR tIIIttIititFIIItItIINoIP IitTz IIIItItIIItittr -VO IIIIFIOdflLG_Q Q1.1 doitttoItIIFIdlIIx x Ij­ IIIGAivAtEE21:10 VER PAKEL CLORAI PROTECLION PRO U L E 0 Inc DAFo ZZ r T U T_ R E P 0. R11fo Lardi lIaIAa [P r: Ia tLab of South Florld d('2 R� Mehiner, i Fit E5 H e H ITT P G- Re 02119�01-09, Larr laoispada, P.E, toadings per Prdotv,i�j tIF I1 Per Building Cladr-i Test F-1 l�rT, IReporl No, 1 G lonzatelz P E Its Igred and e start itl-i Ili el E IIper OC and tated by Jerry On 4 Gag Gatter IINoIIvoted load I as well ElL, id, d section 1604 of the T�lFU C� F]F ITT�e itA. 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P-EiI H4.4.-MI R�Pwl III le IS'Aud ltn a=Qhoa.EEEB WO the JEERAWNIAnt'lN G1 Ili bailg Deprawet .I ausi wid �Ireleveignal Regutallon (Il 13widi Gnalurnmeal R-WaChalloBi 6147�74D'j M"r F &C C. li Slojo,eKid, arceMance pw Method i(a) The priahIct ,vE,oed alixio befs, IETAII wilk5d A' WorevaTigi asquallInanzed harem to show tor"ohEance witlih Olt __IBEI FwakNEW Ca 'E', r savehal ' T EdiEw f2020) and h, lar the ii monded, al - learl e(IFUNEREIIII ka Vet Fequilud to, lET, r--,,v RB-E;TATEfi,A1Jun -t inni pend dui �hia! be mail 1,T11owing pmeneet Flanda ElAkong Cade rroOhawaia-rs ix Sut)5fantiating Data-- � EggpUCT,PVA_LUATLON-_D2gU_Mi_EN4T_§,, En afaIrAq � 4-j9Ga1vAn,Bn Sw4j Sienna 1ABinne IE'MHz & NorI - ghol 1. -S I e,22(i 543 wAA 2 1 vfovAif bv Em-p-mg E -pess signed & seatan 4 Fia.k BuInafdo, P 7- Is an ".Jfa oad ol th-s EAA,Fi Reim . LEST -REPORTS Manna FlEm sineorufal PeTINITnaii- has boon WIlti 4n aGeoui vd1fa TAS -M feet earld,reda. P61 le -'a man as EA 4BT-ABG-1 7-001 by 8fackwatm Tusbrql, Inc , L.nle Imivat w.leact mistamne amil oyW, Well fwl we "as becT VI'Ap'i lin 4u.-canI ,I T, k� 20' I Sad TAS 203 183; slalrdaid5 r,iI last oi,portt%) *B -­_ASG_j 7-00t tj 9,4,TvV-,o,aIw T"UrEj jae . 5TRS gDgL iil ENGlqggRffl CAlE&U!2A-"QNS = SULOP,21 vooepani-q caliDullauTarini have been prepworl ,vmAlI, evaluate the i Wat basau on cwtiveara0i wn,Vur ralI anniNins In quably the ftwiTivaing anang,, mwWo, it hamovart, AtNeqAA, Spar[r, 2 ollinprwitunk Awoeqal:,WF Slan'T, 1 fAmIn.m0mlaw., SelAnet"w. A A.dle, SpEt d IBIll t III I', S K' h A I If il� � r "r� _r "Iq­ ­ -.-_,,,.,._... ,. 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SH 11.5 - _____ - .... ... - W - � ------ - - - --- I __ I - - ___ __.. __ ------- I � I � � ­ - - ­ -1- - - . - . . � . i�,=- FOLD UP WEATHER �_ I: 11 i -, - � 0) � -- I 11 -_ �­ - � � I __ I RES I I ��� ... ��� - - BARRIER I i - WINDOW UNIT - ri U U __ _11"E."'. __11 �1­7 FLAS" I N 40"" RE" U I R,EM ENTS 0 ISTWE BARRIER & , UNFATtiER RESISTIVE ,�, r' ,I ­­<'\ TEMPORARILY SECURE �__­ 'l, ')1_rGH C)IENLIN15 L _______.______� - .1 � _1­ ( I ­­....__ �1­ ,)DOR Rf� - 11 r ( ­._._­_____ - - - --__--­­­­ � ­­ ­­­.. � �� �� z;­_­_ ""'111 :, � ,.C= �, ­,L��', ________ , ! i 00 0) z ��,­ I ...­ ; WEATHER _� � �� ,�111.1�,��.-,�..-.-��-.���-�,���- , ,,,��, I ; SLOPE (n . - � ,:: ......... _'..."11-1. � I I - r", i I - � P �, - I � I d RESISITIVE "', %_ _111f­`1 , 11 : I "g, , � , �� � ��, ­­t_-_­ ... � 1 03 in �12.0 in R7031 Gener.ar EX�, 0� " l"� �T 11prT.-mv icle Vie bui ld � ngvvith ia ,,,:,��eat�ti(,li�-,res�sfa��L"it exter or we- !I en velooe The sixteriol, wak envelope shall , :1 I . -0 :> -c= = ---------- i :1 BARRIER ,� �,1i,.,.'11,,._.1.­. I �� . -`I� '__"�.�,..N,1.1-� ,� _� ."I �,,�, �, "I---' I--,- WOOD FF',TAME DONSIT" _11� � : / 6 , I � ,,,, I"I -, � J,.,T ,­ a> 0 �+- 'I', 1 I 1­­­­.. L_ __ .-__��," .... / - : -0 - TAPE - .. . X� ` EXTERIOR SELF -ADHERED FLASI-irNG"' ��L_�,�,, .1 ,__ , �411. I. iM� AIL) � )J, 1� I)NS1 F! (0.6 crn � 30.5 crri) include flashing as des,'Irlbc,�d in Se,c- �' 11�1_.-�,'�,'.�.`% 'A I I ­­ � ,� 1I.- IN �T�-_­_%',­, I., i / � .i ! . (3> lc�i_ C 0 " . i �j ,I SHEATHING BY LAPPI1 10 DOWN -----, ........ . . ...... I / AUfff 1WE' l 0, BE APPIU�. 0 UNIDER I :11 i ­­-­- SELF -ADHERED FLASHING ..-------- �/ � �.,,',� - I I OVER RIM JOIST AND P��_­.. ­1 .... ! / I 11RESHOII I �' TIII� Dr)O�I ,4,rfl) i �:�', , ; I a) 0- 0 S_ ,,, , _­ I � �.--,� -, -N 11 ,�$4-K, -, ...- ,� : . , L-__ I N/ I � : : R:El'il "FN LIF, J,l\ NIB 16", I, IS F L I Q j ro ; ; -, -a lh�� -ill enveic - - - --ad and con Q_ . I WALL EYE IN- ­t E � .1 __. 1:�41NIO.M.--, W14- ,� I � , : I EX-I-ERIOR R703.1-1 Watc�� resisi�-.,L�lrlr_ . .? l"11 x t eI 1 1 o I ,:,,, , )pe s, all b� desIm � istn-Icted in a rr,,an � rier that prevents the accumd'at on o'Viater . C M -I:) -.:7.-.. - I N, PJNrr Rp�"ILID L)rir F11AUAL TINE,"k I �,I�r R I _ : - , �vl_ i � , I.. I ... �; ­ � - Ili : within the wall as-sernt:�ly by ,��rl,"��,,�[cLnq a,,vatef­resis,,=.int barrier treh�n�� the eoer'or cladd ng as required bNi '-�ecfion R70"'.2 arid a moans of W (D iiiiiii ­CEMT, FIN. " .1 ,3 �� 0') 0 .#Z j :t:� � 1 1,05 P R DOE CAI!. I L �l!�� IrI T:� ­­­­ . I I � � V , , : i draining to the extef ��.,-,,� �-Nv�alue7F tha- �pen,etrates the. e�-�tedor cladl.firl(, � I-- = � ft'_'� WEATHER �', ­� mwa� I � 111; ; � g (0 -cc cl) , N' : - -, �," �,�oll,_SrI F,,I%1)IiEPFD R-ASHITINIC] " " ; -- BUILDING PAPIERN, -0 _0 , `� , �' �11 I 1"', "! ,, : (D 7C) 0 E RESISITIVE � M - "I I i 0 - E - - -l"Ll 1� 1! i . .� _ � : �_ BARRIER 5EAL TOP5 Of JVI,5T5-­, ­_ �,, 1, I _�_ - � : -, �, " � 'I _L", :L'2 -Type ­1 felt or otner - a _ "I � - 7 - _­­ r- WIRE LATH R703,2 Water­e­l�� 1:lvc� t,,�arne:r, One �ayef of No- 15 as,0 aft felt., free fro:iri inoles and breaks, Coavying wan ASTM D-_ _-16 for UNDER DECKING I .,,,",,, 7", ... .. . . 7� ­_4_ � I L_,__' S') BF: rX','IDFF 7-- 1 . I - � I -1 � R, , . "'" - _ ,.z , ­ 7 ',�_,"7-7= � .1 _­­ ­­ � � � T 0 5_ = �2 3: .,,� � ------ - I - �' � j __­ !s�st�rve bafrrer shal! '-e ar_-Ipa:c--d over sluos or Sheathing Of a 1 extenor wafle No,. 15 asphalt felt shal be applied hor�zcllntafly, CZ � (SEE DE TAIL WIP07 �, i" , ­ '� L' ,' ;`­T. 0 U_ " , , I 1, Z�� ­ "I I -_ lov.�ef­ laver- r-lot less thal"I 2 inches, Where Dints occur, felt shali bet (apped rV less thari 6 iriches,, Other, C= .- ' SELF -ADHERED FLASHING : : ��,� - =�­ - �5- , � =_ - - :: with the upper la�yer 'lapped DVC-�r th- i I k..1 I M - I - " cz A 11"�ts_, ,,,�_ .._:� . - - , � " T I I __ - � -he vvater-res'st ve barrier manufacturer's installat on insu'uctions. The NO, 1 5 aspf alt , , . - approved mate rial �s, shaIl be instaked in �accorrdance with % � _� U _,,,.-- --,L_."� �,,�, ,,�__,�', L, N V) Co 0 > HEAD FLASHING TIE-IN INSTRUY,TfONS- =� _r, 11 _11Z111- " I . f V_ - - i Ta t l, I , I � � H � I I -0 j± 0 - � , _v� \ ! L. � felt or other appiull,�ed .t,,zrtU'a,,-,rS,s'.s*. ve barner mate6al shall be COntir�UOUS to the top of ,,x�alls and terminated at penetrTetions and building (D L_ 1� CutT fold up & ternporadly secure Weather _7 --',- (_ H-_ - RIP1,41 JI: q 51 � i I I -_,-_� (n (3) C: E � � . I = I I ; !U - � . i I I'll", � , It flij 1r.`o0__I1.-U!­poSSoe­rI ­)� 1-1 -_ I o-,; E I - 11 11 I I - ,,,---,e _", I i ��, � t 1: appendages in a manner to TI-neet th-e requirements of the ex"erix wall bed Fn Rec"on R7C,"Z_1 Cn C:L E DETAILS ARE GENERIC AND resistivebarfierabove hAdertoallowfor . � �L,,��,_ , > I � - � I :E 1*02 .�g 6- i flashing installation I -, 1 I . CU " � � , . a W < 2, Self-adheredftash�w -us head hashing under �,�, � - � I.,, 1 ,""l -, I I - ­7 B%�er �- -0 _,1 ,,, i � , -- � �j MEANT TO SHOW GENERAL FLASHING _ pl I, N -] " "I ,�", 1 I I . -resIstwe barriers V ater-resisfive barTiens sha" be Installed as required in Sectiorr R70�12 and, V�dlirere applied %,%lood-based 17,,,,� 1 1 11 R703�7 3 Water � - I ,'I r 1 ) ( - ) I I I L . � AND WATERPROOFING METHODS TO weather resistive barrier I IN I " � - i � I IT . � ,_ 3� -,LZ z 3. Fold weathre resistive barrier back over head >­,�\ � In,� "' ,_­� _� I A / `� ___ sheathing, Shall inc�ude- a i,,,,,a,er-resJsbve vapc,i-j)errne­h',_,T bar,ier with a perforn-1 a rice at least eqUb!Flent to lbvo layers Of Grade D paper. The � � - � - I- " "'I - ­_ � I r I. I � BE US,IED. " 21 (2') : -V_� f­- - - -- -v- ( Z individual layers shAjI',_-e in-u-Ned ricependeritly such that each layer provides a separate continuous fdane arid any fleshtnq, finstalled irr flashing anid seal with tape "­�_`_ 1_11 lll!�) - Lj_ b-a- , ­ � � � � l U a U I i - J to Alaint-0 t1­J,e,,,vater-resistl%re bar-ier is directed betweet the layers. ! - 1 t,;_ ­W 41 L LO I - � ­ ___ I I _ ! __­_____..._ ___,_._,_____ ---....--�----�-..-----.,.....�.... I - - .......... 1_.._...___.,_...'­.._.. -­- ­..­._­..____. _____ accordance with Secl'm-, R7 -,5- -i 9-en" I � I i 7LF , I Sceiw N � i SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING , I nt�!l � It-7 vv.,I� _!_0 � ; FLANGED WINDOW Exceptiom, --v� i_W�-e 9- -=��n,,j�,-,r.,�,-,.�-'-c�-,.,c-'� barrier tt,iat is applied over wood-tiased: s[Teathing has a ,,%,Peter resistance I I FLASHING lNSTALLA'DONAFTER WEATHER RESISTIVE BARRIER WPO"i EXTERIOR DOOR WITH DECK - SECTION A i WPO2 CEMT_ FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WPO3 - ' i i equal to N�-r gfeate� Than thal c)f 60j-n­ii,mLT"M_ G-rade I'.) Roper ar�d Is Separated inorn thE', slucco, by an �nterrI*FnOg, I � substan4�,'Jlly - -'--'' �'­ff �, ,0frr'jjDlj I­­­,,VL � _ _10� ,�E.­­ nExJ IJI,awlage sp,ace, ',f_§H!1'V-fl,A ia �_, � - $,_Vrkil LJ! J'.!�-N�9 ­ MECHANICALLY FASTEN F RU SBERIZED ASPH ALT � I . riXTEGRICIR SHEATHIVNG-1 -7 �_ NEFIDEDIN ORNERS ,,,,,,Iir-- RUBBERlZED ADHESIVE __\ I . - - - I EXTERIORSHFATHING 34"-l" HLAD, Off CORSTR � � i-I - - ASPHALT ADHE',5h,lE % .7 1. 11 ­­1 __­1-1, -1 _� I - - INSTALLSJ LF-ADHE Ir�� - � I I - �, - � �:� THROUGH SELF-ADPEREC, : " ,� a " � St _"_ �",���, A0LiF:S0/E I Ol BE APPUED UNDER, --------------I � _-- FLASHING J4,15 & HE P! -. I - - / R703.4 Flashinla AI`)DfOVE�cl metai flasr-wl�gl, l,,R­t,,T fi-shirig, srbf­adhl,a,rFi�A: nienibrane-z ,Tj,r -LR ,;iTa 4 R El El �,� ", _27 j r -�r _n�callly attar.1-red flexible Nash,,ng Shall IDS , ppl:� d ., Lie "".", � __ I 7 I � �,jrrCi___, l,l,,�jg If— y I ­ �� � I IV I , _,ra -,,��jj(_,L;rOtL1,,L 'll:,t::I�JS i I 1� � 11)T Irl EiCCOriLl" I i Ra i i ­ T -iak be cc -roslon resIstant Fluld-zipp Ed nremb JA 'I 1,41'CEMENT wr' , rHFIr"SH�.xD OF Dl()�`Ai AND HE P.JHFi '� - / FLASHING. SEE FL.A, �35 H 1 N IS --- --1, �� ­ $F-l-F-ADHERED FLASHING- shingle -fashion" , _i _, �(,�efjLtjc IIJI'atoll flaS��j��,Lrg st - .�l, ke _ ranes, PL AST ER -------- \ ��A�,, I : Illhn�� '��_ LIPJAMS 6"". USE I KY. lO NINIL BRAND I I - � ,- FLANGED %NK11DCN'V i, ,� .. .... "I � '�I_n�l h � � , ,�,,',,,7, - I z - all ����c al�,)pfil�-K,J �n accr)r(jaj'I('e %%lit6 tf)("f1laI-l­`f��" "" 'tT -'iner to r�Irevient the V , _�, � - q i I >I- ___ ,I .. __ I � I I , :., Erl � �0,� �� s,­ � o i i t-, �i I, i: r ti o n s,. A H fla s h ing _4 .�:�,4,l� _ _ � I . M5 (SEE DEjAl- WPO I i �, J: 1.� � 'NRY BLOCK I-Rl , _�_ I" -,R Fol.J)Q.'i,VEA1HLR PR,'.')Or� CAULKINo - I � ' L .. ..... . i ...- used as flashfllp sh, i , shall be appfied In a, lriar Q C 11 ­_� � 12 MIL DRYLOK \ CkAU - MASO ,�- ;��Ei�:�'­ ��,��, A i I JI ,��, _ - , EXTRE ; �11 I ,,g , Z= I ­ -- � , "I I � - ­ 4-- - - �_ - , � , t 5 ME - I REFER TO TECHNICAL ­­ `l - "I ,� _____� - entry of water .�­�To the,�l,alill ca,viTty of per 1, traticm of 1, FITL-,� tc� the burldIng Structural frarT-nrig ccririTporients. ,,, 114 � ­ I!R!1� ..... . � �_ I SCORED � � 4 1,� F I el :� I "I 4VS, Vil,: - � ,�L - -­ - I ,I LETTERON CHEMICAL ,,�,� . �, � � rr�� .� \1 � _�� I I �_ ES , � ,0� . - � WINDOW �! COMPAT01,Jn' ,,". % I ! �!",� -,5�� - I � 7­1 1. All exterior fenestration I', reducts shall be I h .. .. 1� l ? , 1%%, __ 11� � l 1__� _� t , ­_____ _____ - Self-aldhered rr�,eln­,bI�� ne'!:�, t1sc'cl as flashirlp V '; , ) seaiF,,d at thejWr1CtLjre I,V!t �S, II1___M� ­Ir � � _, sh=ilf cc, pfIi ivith At')J10A ' I FASTE- NER _� � '­�-�.­­�'. 41" �� k, - _N i ­­­P�D�l � I I I V�_ - - I FF, � L`­ "." .� " ­­K 'I ;h, �� - --V the building m,3, �111 i,",""n "I -S,I,o D kant 4�",I-L"Irnply -,c ` " ANIA �501,'j c�,r AIS,'FNI (]111920 Class, 2`5 Grade fL,,'S or greater for N . I -RED FILASHINil. - � ,,� I . - gsv� ir� �� OINQ 90CLR_" , , T NN 1. SELF-ADHE -, \ � j-- sfLv l4wi,­ l wl,w��,vir;G, � , I* g, lli If proper jon)t expanslon and \ -, . _,. �­ �' - ­� - i SEALANT AT' 9' 1 .,N - � 1, ,4, - \ E E45 =Er - T 4) SEALANT JOINT � ,.� � _. 1 - /. * 'III), . I, I 1, R� PAPT ,,TOEXF`,�l�,�!� , �,� - � � .-- - .,.��_,_'.,�.��_. -- /_ 1, - Nt�� FY TE'ND A N40411NIIATI I�` I AN4E4�1',�E M SVC!W contraction, A,` f.'Cl,""" l`I,ANJA"�11�'�'L(D_ " I 1 ... ... �T,L ­--c- ed qstarl�darir,Jl as apprc,,)rDDe for, i - _: 1, -, - -A ivPF I , � F lie type of sealant, FIL,Jd-aplplied �Tnernbiranes used as ,,,,Ik ��'r "r,,.,�_� �� I VERIL �010 - � OUTSIDE EDGE Of ,,� ; _­--_-,,­;-­_w ���, I I - , ", \ i 1�� " h(--,- fla-�;l �irlg shall extt-­.�� d to thte swlace of the ex enor,,,.Nrail finrsfr� Apprco ed eashings I WfNfo�'AN' BUTC K TO ,>O,It�, `­- %, I � � , � - MASONRY - - _ � BO TT N.-MA OF , flashing in en(t�' L�,��j' "%,r� jj� ' I . __ V A" .:... --- Z,-,�tp -_ '-,;Zi�� _- �, � , n A A' rNI A 71 o' , , ',� - i / ,.�� Stliall coni,,Tlyl,vt WINDOW BUCK--------% . 11\ �i"­� ­�.r - t ­� - - , 1 - I , 1� - : .- I ,,� ;� � �'. 2) SEALANT JOINT ­0 '_<� - 1r, _\ - - Trlrll��$HOL� , \ � \ -�, � .1 'IF � � .1 � I..% ��_ L _1� � __ I -11 I',' �� 1, -0 11 -1 /_ - - - _. Z I shall be installe at 'his fic�ilk�:vlinq loc� oons� ­ / _iT_______X\ I � 51SEA! ITFROM �. \ - '�" _1L � 1� ., � i "�, 1. . - LAL -�, , ,% � !,� A�d ­ i I " , Nl, � � - - - �. i , l, . � 11 I - �L I . / INSIDE EDGE OF . .- - Am N 11 . ,�, �� -AN FRAM , � . - - _'t. __Ila� � -1 -n,07��,_ . - jx- . i � �,�,. " WiNw & \,_i-t: - � - , I _"o ,4 ��_,_"�i -k,-/ WINDOW BUCK I= 1 � -_I, '\ s �N ,- , rL -�, ,,- � -1 - I -, � I N, -; � . *�, -'. � �_ - ___ - AA J',� SECTIC 61-A (SEE DE TAIL WP02- I � - ACROSS, WINDOW SLICK . � N, V1 - - . - � �_ . \1, l - �e ITO INNN I NowIe,,�-, -­�,.-----�__`--- A' -1 ,,,, 1� i � �� JE 1, `I,Exteno,r 1.,vii ... idl:l,v1v and cic�or openings� Plashtfig at e- aril.l, door openings shall extend to the sa -Tface of the ex riorwall AND EXTENE / - WINDOW FRAME - __ "I __ III = ___ .. -- "" �__ I i: 'N' I � I - I't � l , ­ " _._) .---. -­,_,__ ;­ �'. e4io�__ �', ,41"" _l I - , - L_ , ", Z" � I I a 1- - r r e �­s', + 1 v e 1,",a I, r � ""� N-) I r I I) 1, l i i - g w, i I h S e cr i a� n 3�2 lN, r subsequent draLrlage Med arflically, attached flexible flashings DIASONF01' , \ ! ... � � � , ,�� I 11 - � __ �11111,, r, � ,� A I � - - '--AL2IHER1EDFLA8HIISI(3 ,� � __11 I -1-1,1% l �,�� A_ fInlsh l, y � ,_ L - PER CODE _,<_ �� -) ,� � ,�_ _ _ : � TTACKED -11 "N< �,, I � 111'��, I 11� 2, Flashlr,�g at (.�T�,qt���,,�t,-��-,"V��'ido,vv arid door Openings shall be firlstalled in accordance vvith orie or rnore of: the - - I I A M A , I 1 7) _�� ­ - , , /_Z_ -, � "��, 1_�' - _� - . .' r� " ­­, , " ­­� ,I , ��� - - - � - 1_�\ ' ­ �� �� � __ _- 1�i ` sh al I c,c, [­ i- � � , - ,­ A , , � __ . -- _-1, - - l, 1, I, " , SE , - _EQI - __�,: _, ,�11 I I 6) TOOLED _.Aj_Mji4r R UIREMENT S . -11, 1�­ I' '' - 2 1 BEAD BRIDGING - �_­_ - -1 � _�111��, _, ,,,- ____1' "_�_CN,� foIloe�'ng __ - i l �, "', - CLADDIND AND WINDOW __ - ; 1, _�� . i - I "' R ', I , ,L',r , I �' " " �a I . ­ u � S ". aliatlor,I and flashing �rrStrLrCtbTnS, Or for applications ri�r)t addressed In the fenestration .- _­1 - "' "" """Ir, 1�1 t ": "I"l-1H fisrrTte�strat�c)o I`D,@1102�CtUf� � n�,�,.­,t� - '" FRAIDIE �.,���'ll""�'ll,�.��--���"-�-�,-."",�,�� I - SELF -ADHERED F I ASHING "L,","' " ",r,,,�,, "', I - 3) SEALANT WINDOIN FRAME T( . NA111LING FLANGE -1 � " ", . . . ..... , � ,-el 11 1�1 - � ­ ,� � I I ­ � �at :D�t G I I I ,I I - , ... , , � -� � I -11 - `L," ll, 1-1 WINDOW BUCK ALL"T"HE WAY .1 ­1 - C . ��,�", I'll; � 4 i m anl,i f i� I �l u r��,-r' S :�'�l'�-,�l��LI:C�t�,',D�-�,-�,, in accendar-Ice lvith tl-lr=� flashing rnanu" c'urer's mstt clJons, Where fiashmg irrstruct-orns,� ordetails are N, , � 1­ 1 �­L L t�,l lN �:'J L� 1� , j K3 l I � � L � ��) 1�, 0 ,11 F: ,,,,, p 1:, - ,�l � 1-.1 I , , N I ','� A1104 MID fl14CLUDING 3ILL, _,N� - -i (.n, " , .",� ... 11",�', ,� )-- .., flasNng S�­I,ak be installed at tfie sill cif exttricir wl6n,do,,v arId cJool, op,enings, Flan flast-lif � shak be aealied or / ", � jr- ", � " P-i i , I i ', � - , e sur ,- .,I 'I, - I � tro, resistrive b,,,",iIrrrer for SUbseq�i.rpnt 4 a , ; , I L t C DO NOT FLASH OVER �,,� / SEAL TOPS OFJOISTS -- I ) , ", ( 6 1' E r� _, UNDER DEGKrr�G ,,"ll ­�, 11�",�".�,,� ,.""",""", ;�, ,,�) s � r, pe< n'r E�,�iic,l,l a riT,flTner as to dRec v, tht dface of the ex'enor Vi,ali finTsh, or ... to t ie v,isr ­ I - BOTTOM NAILING "' drain��4q,j�L Cl�)_,­ ng's u�,sirlg par) f�ashing shall incorporake flashing or rprotecflon at this head andl sides. "', "L�� A_r/ ", (SEE DETAIL WIP07) "?) ""o', . .. 1 (""7) FLANGE -­­ __. .. - -�-�--,----..-..,-�,�ll,��-1-1".�...".,�----.��l-------� --- ­­­_ ..', 11 1-2. In al�-;c,x)rdance ,,%FAh thp flashing das�,,,,,p"I or rnErtrod of a registered clesign professionaL - � . . .. . �� , -� I � 4 4 " !'-; 1 � SCS, 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1,3 1.3. In ar",(X)rr -ae �-a V,l�th Other ap,prove,r r'nF,,thods ff : , iki A I I I _' t _J 1A 1 In a c, co rde', n c e vv t r 1 c7 k! A/AA TvIAL 1: 0 0 1, F f,11 r i /V,,, f', A 2 f-DIC', F �`,vl i.."V TV D M A 2, 5 0 , F MAIA A, fvI Ail I V D Ni A 30 0 of, F fvll AV'AA Rill Iik"VV D h1i)!�� 140 0 � I HALF ROUND WINDOW EXTERIOR DOOR WITH DECK r- INSIDE CORNER FENESTRATION INSTALLATION AND INTERFACE WPO4 Wr_`05 WPO6 ,� I � I C,101 i- J� I,- , ­ 2�2�Art the l�nfers,,a!Ct'�Or'! �,0,1 �; ''ineys or other fnaoonry construc-0on vvith frarne orstucco w-'alls, with ,volectin,g kps on both sides u,nder stucco, copinI, 8 I.) I � 3. 3.UndrFr a nd , ! "-e en,ds c,�)��L,.,,i,,ia4-�;r,,�i'l�i,�,,,, �1,vood or rretal copala's and sill's- -- a- IGround t " I "I : l � T 4. 4.CornnucuslN, above al: �, rT, Aj,1 __'�,��,'_ �,�,��""` - � F"'- ) � cny-�­[)e�'Zj Jjf-,,�,cthng Vr,00d ifinn 1- MAR 2 5 21, I _�, J ­ " -1 '_ A---" `_ir fl,00�;L)Ssemnbly of "V'Or)S_lran_'e (-,`o:ljctTUC,t](')n L � , ,� ,s o,r siairs attach Ill, 0 WIIAH 1_ I I ---- - SHEATHING, "� ,�', i _Z�� 5_5.Whe,,reextei�(N� �, cl ec,R 23 1 _.- ­ I � I ,_.:� : �� ­�, �_ /'�. I ­ � ���� �,,11­' � ," �­__­­­­­ �1____.____.­­­­_ .___1 ;1 . . ____ 1 . ,,,,, f", " ,,, I �,� I I i _____ __ - .", "L N'� , , < 6 6.Atv,.,,,-�,'� nnd rrlcL:,f w,ters,cctk.jns. - __ r-f-'1--� I- i �, .'1�1` _ � Z4 . I � - F­­­,"',­­ I �­­/, \ , I N .. . L ...­1" - . - """"' - - _­�,,.. __ __ - 7,7.Atbuilf-�, guftimr,SL � . ­ - � � _�� : '"' �"`,", - - ­-- Water Resolant Banier 1, 111 N., - - - 1�.� � ��1�11, �, � ,�_ uein - - ___ __ __ _____ __ ...... . 1,�, Virtual , 1, ���! I N, .... .. �, 1=_� = __ � L ����� , - i 'L �,, .,��,,� - TV i "" -I-- _.... "I 11 . P1 ev - � __ ----------- _______________. , / z ­o� I I � � �, ,,.,,,,r� � , I - ­.- for . d"s Review eW Assist Inc. Z 1, ,�,." .. ,� - Lath . * JAMB, SILL AND HEAD DETAIL __ / .-- �Z ,/ I 1� ..... . . . �� .. ,�, I I OrViance MPleted ant � - /' -_ I _�,_, S , A I jr ,,- S - '�� , / f apprl:IV� - APPROVED SHEATHING �/ /I / �, " I 8ELF-ADLiF"-F41,ED FLA,SLIINC� I �� ,,,_ -, - .. 11 ­- - SncIathing THESE DETAILS - RE GENERIC, AND MEANT TO SHOW GENER/-AL " ' 'Ule 2020 FBC APPROVED HOUSEWRAP . - � / / " // T I' PATCH "'��,,�"",�.��,,L �_­_ ='�� I by Debra 7th Editi(n - -r. , Re Klahr PX23 .1 --N � 1, "I,, I ..­..... , ,,,, - .:�� --- V= STRUCTALATH TWIN TRACK 2,5 ---- :71� '� � \11 / ', \\ � L ----"--; � .J � (__ -­-Z "I" 11 Stu-C-00 FLASiHING AND WAll-EIRPROOFING METHODSTO BE USED. 00 I - , , I - ­- , 4 . - I 1, 'L 4 , . '3 ,5 34' CEMENT PLASTER IN / 11 I - 4 1 1111­,_t�_ IT% N� / �� , / o � ?, � ,� , 12 MIL (miri) DRYLOK EXTREME / � : 'IT - d I � " I . - - . I �, � � - : � I - I : I � . . T "I, l,' ,� r�_ / _4441", �',' I ­ I ,::�><:�-:�­��'�� ,:� \\\ �l 4111 , Nrl , 1, , , t - I 11 APPROVED FLASHING TAPE ,--- l - �, _ J� ", / ��', '' " I 4 , I I - , _­1 -- OUBLE 3 , i .1 It � 1'� -� I ", : ,;7 D , � "I" ­ P I �"A' I � i . - -_ --- - - ... V` SEALANT SOCKET WITH .--.. . ­_­ � rl,," ��l �� I ill JOIST I � I I I 11 ,j 1 41 ,N ____ ­8 " I I �/ � I / ..... . .. 1, � . I - � _­_ - '7� " e'errient Plaster I()OLED APPROVED SEALAN r - � I il ''I ,1� I - I. - - 'I. I I - - - -.--/ i � H_ , � 11 . , I I � - - I - � j, vRl� ,­, , � " , t [3,1;44�tnr - I - _­ il- I ", �-SSINGLE W`OOD BEAIrvi I - ai accorclance w ILn L'� __.__­_­..... . ­­-­­­ 1�11­ ;,_t_'IN.r,M 9 _. i ", 40 ) � i� I, - - � � I 1 / I JDIST ll, � I 1, --_ __1/ BELOW SELF -ADHERED FLASHIN(S ..., � - - Foundalion Voia - ' 4, 1 -__I'____ ,� -- A - k " /I) ,,,,r , r r "I . : � / � - Z I . - � 1 4 , _� � `­�I_fm"�',Cl' ­ -- Tir �.,� wit' ''I j. - __�� E , I— L . . � I � ill accur��Iz,n ,�x,, � ? / \\ IN, f .1 � I , - - ,� ; I - 4, - - , Ai _,� I ­ _7 ­ I ,�,11 C.­, Nr, ',I I i /" -I SELF -ADHERED FLASHING - I . . - L I . _ - _,_:r_�. __ , , , " I �! ,4 ! liiliiiiiiil� ,1� I I . - 4 � I '. _ - . _ 1, ,­­` l el" I, "I' 41Z) I 101 I I ; ,,�� eo ,� ... 11 19 dgdr 4, /I � � � A - a - 4 � 1_�' '�; � - � ,� L,":, i) i "ll/ "11, 11, " "I f��' �,,� >� �<!�, � d , .% I I'�,., ­ It -jo � nn P � " I --- ;, � l , �1_1,_` ., � - . � , I F � . I . - � I 11 � � V " � A .�, I _,_ - " ___ - t- . 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I �. �)� 4 � ` t L I �' 1_ � � � 11 � -il ,,, 11 I _, I , , I f ,,:� 1: ,� . 9' rl - , ! -ADHERED FLASHING ^6 ^ \ ]�rs � � _"'i''. ?,�� I �, ,,Iri��a SCS 06 02 WINDOW FIN INTFRFACE WITH I SELF -ADHERED FLASHING I I , \ � .4� �, , ", �, " � I � ,,, .Ith�n�� I SELF 0 1, ?5 - - � 'i � , __ j�tE'­L�___ � ,,/ � : ME _ ; FOUNDATION WEEP SCREED - ", _ � ­, --­­-4---_ . . � I-, i - , I' �n� "" �, � F r �, ,.I ; I - - . . � i I met,7-11 - �d�� I", �F, � � i '' L, - I %, r \ �, I �;K, ,,�,/ �� ,,�.���,���r' -- " "! IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1, ,4 ' " i DECK JOIST 01I.ITSIDE CORNER V i, ,,� 11 M _ 11 � I " � I --- __� � L, ' i- r r, " EXTRUDED SHOULDER wpu"17 WP WPO9 � i'­ , :�� I � �- A � , ,�L !�! � 11 � � - I I L ��:::; � = � � - I T i�o_�B�Urr i I _ ,���:�� , I . I � ,,,, 4 - ,,� � ,1 . � "�� �, ",." � I - L Lk I I ,'�., , L11 � b). ­­ I ­� '. � _-1-1, � ,,, - ��:1" , j �, � ­ ­ �, _­ t , ,I �� " I L'- \ 1, � 1� 11 I el -1 - ,.,',J,I,�,�,�����l,,���!lt-"e�L(, %I- . � � _ : - I ,,:':?�L / ­_T-, � � i� L� \ ''11��,� � - -_ __ - -,- _ I''." \ I I _ ­__1 1!1 1 I ,!_JP'7P_ I � I 'r 1 0 r-% I it A N`1_ I � ,", "I", � 1. � insta3k-"d , ,� i��T� �� 1, �, I %. '\LL-- "N' r I L - `,� L __ I 0 � 1�__ I � - � L I I I A1111111111 411116 � / I l - ___ - - - ------ - ____� . 115- - !v`anul,,.",iN,1. '-�I.ecs , � . \ � ��,� 2x FRAMEW., T 17 ""I � 111','� I - k � � 5 ,� . " --- � k: I I ` 5 i , '', � I'-- � . ,,, I i, -b--# " 3 ____ .� . ­ , i , . , - � __ "" rrlt�4-'ffl i �, ", I L ,,,r /, �� a ""I 1. IN - , 1, -)I',_,Lrm!ar I -, _"". � - -1 1� j � � ��­,:_. ­�­ ­­ --- ­­ - I __­____T _­_­__N/ \$�, ­ �" , I . (1) SELF-AUHERED FLIASHING ________1___ )i / , I . �� I I'� / ­_ INIK � ,� �,`"' 4"' W > ­ OT9 LEGE"D I L---, ",___ �11 !_ ,.',,L'-` I I IF 011�� SAF ,, . - , [ 1, � I rno�Fde � IdIIIIIIIIIIIIIIIIIIIIIIIh6. � __ o jr ,f � I,� , �� r r � r r . ­ / � SE LF,IU)r-1 r� RED FLAJSH�NG (SAPI =_C_C�_ I I I _ U � ��,,� : 1� j t � , , r"L l' < 'N GaUk toAtIXTI AP_ __qft . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11111 . - � I i � , � -, I r- r . ... .. � :: ,-i r L � __� -I- L, -m -, _, F I t, - t r) I .q I i � &AlFlFiI:1R,fflRB) - � r - I / , r I ­ - 1­ ' - ,>� L.,.,,,,,,,,,.,J .c= PROD"*'IUCTS Urw"" ET A I LS TILE FINISH -­-­­­___ ­ \ -, DRAH,IAlN:!: FIL,AI%IE� INA8, DriiVNA1l!E'iF`L,ANE ljP)WEATHERRE&$TAIrJ1 (D --__ .-� I'_ 11 L, . 1, _�­___ , _._ "_, � � I ... . "I'll I WeerI, � aeed � � " >,- : i � 7 " - - T " � I � _ r/ 80I%� BREAK WEAT'VER RESISTANT BARRIER -- - ­ - __ 1 4 I"2" b') ,.,,,_ � , ,,,, � I l ,,,,,,.,r, ��" `�11­1­11111 ­­ Vveiv 115cre,ed Y) ,/ / I I " � - 6(')�llr)'BfR)::::��ll�111,����'IIN H . --- I I , I - "'L __ '." AO 40% ill N­ R � - �/" ^ � 1 1 A't,),) �) - --- - - %jj WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO W" DUROCK­,­­ ...... -, ------- > ,,, - ,,_,,,,'�''�� SELF FIJIRRING (SF�11 LATFf - -------­.. I I �_ 11 � � � ve l`�Ia� f �_ L 1 - - ____'_� ­ 11 - � I � - I __� � � /� I <, " PL NVS TE_ R AC C E SQ S 01 IF N', . � - I -'a I , � / : - � � - c, P e ' _' 2 1--heall'In'rL - _____ M � - --- _­ ' "'r, - nsf I�e,��, �A,t �, I PER THE FBC RESIDENTIAL 7TH EDITION (2020) < � \ / - � _� I 1 - - �__ - ,j � .... __ '. , - ---_________,. I / lk ­­ sj� LATIl SHEATiANG,'086. I,'1l'P.V00D_ DENS -GLASS -- ___, ____ � n ") 11 , I l`\ I � � __� " rAanu',��:t Specs V-4" PER PLAN :� k / "__,r' ­­1 �­.­­_ _________j :,��,�� '' - 1.1, I ,_ ­_ _'�,_L I I ICU I V I I 4- i `1_111� -, � " - _L, - � ..­.-------- 2 j � Z�� � -"Lr,l � , r"', 0 "I i _��_ - '.1f ,: �, - Detail Instructions 1 �.YR P l x H / '111, I � - - - __ - I . , " 4 111.11�1 > ER PLAN �.,." wT / / � - � __ I I I ­, - \ l - ii I 'I, ­­' I" I&LflfiOUS I �� T � , r . - I 1� /. �A_lf � � - . - _ I HE "ERTICrAt � Z� " , " = 0 - i � " ,,r� �T! #) in each detail that corresponds to the 00-1--... ­­ ­­.­... � ­­ - ..- ef I 1� N_ rr - - N�_ P J._�p %4'VRB 01,47 (", I r � - - , Refer to the number marked as ( ... .... �0 . - \ Cernent [DI�r-i-te, � , L - �� ­ �, �, � El 0 � , _ - !I ,, _r _1" __�p 11 SURFACE TO TOP OF I , " V_ 2 / l"ecorafive Fin�sh L. I � / ! I �, _K I , � � �.. ­­­­­.­­­ .... ­�� ... r­___S / j\ in accordarn,-�e ; � t Et .1 numbered items in the list of Instructions Izrelow� : i i I 44 I - - - I FLANGE AS AN AIR . -1 \ : I � I . � I i I I! I ! : I z . % � I lk i i , \ 0- I i ; ; � I j;E �t ; I I : i i 0 \ , - BARRIER With ASTrAC,926 I NJ � !I 7 11 , ; F � '! I 1: I . IN __ V ... � liti _� __ - �, - - -'-��, - - A I 1: I I is I (:I a a n d a CL i ; - / is!.��, ; I i -I- I �r E, �� ­1 - ___ ­­­ ­_ � ! : \11 i� . i , % I Ill : ; -1 , i E H _. SLOPE n, �, i _.___ =L . i� ,; � =L I I - 1. I 1. - _ - __ , - - � � -1 - �� . r - __ - . - � - - - , rr - <� 21-1; SiVeT WOCK-1 / �1 I I I z� � , 0 , A*_1 fl) � - . outsi 'e c.-i nei vo . 2" INK>4 FLANGE � , 1 , Install self -adhered flashing in order as shown by numbers t __�-­'­­� �__-Ju : ­� - k - " - 1! ­­_ ...---.-.-- ­­_._ _ry rL. ", r Q11 I I -;, floor :: I � , i[�� � - -1 __ __V". tI.- - - _­1 ­-'r . � I . _ - , - E I __ - i . . 1 81, CMU -.1--111- .11---l-1-1 "", 1,,�,� - ,�, - ,!! . - L � < - - � � I I --- I : � =1 4- ­-s �* 11 � \ --rr". � I � j;! 1�� -Ar- . ­�,,, --��,%C�00 __ I I freucj to De TTWer - '� �! -_ . I . Z Install flashing and weather res�sfi:ve barrier to form water shedding r: \ \ , 1-1 , jlk_� ­ � f � "' __:T_�7_ � - - - , I -A- ____ ___ ____ - � : - I � � �­ - - - - - - r� I., I I - , r L I - - -;��, - v.i� I cut and cau�ked a � �� i -, �L,L I "I "I, ­ I C? �'L �� - . I - - 11 I i I t� -.-, 41 , ___�\___�,_ - ,­ -,� ; t�� [� '­� 9 __ - i -IFn 0 6 K ­ , '1� F � - � ­ i k� - - , , - . � I�Z___ � Z­, � OIL . . , % � __ I � , " ,I'11 I 5 'I' - ! � - I . - I - - I " I : � . �� - butt roints need 10 ­ I 11 � ,,�, � . .. N " f � i , I � �'r',_ ' - 1�_�57 - _E,"TRt � � - _EEi;d � Iaps -adhered flashing can be substituted for building paper 4" OR 8" CMU , I __ "I � -1-111- "`, - - -a , � � �,� � " � : ­ - " I =, - " 0 ., �_­_ -H) ---- _-, i . � :: � , , i , __ LiCTURAL FRAMR40, . W- i 1 �� ­­ 15 ._.� � (PER SEAT DEPI - .�L g . :: z IL - -, 11j ,�L/ N,,� ....... N,,l'-\/-,,, ­ozv 1� ," � i � ,�i; � L': I ­ ­" .- . I Self I U.- � �.� I z ",Z� - - - I - I \__ . L ,­­_ ,,�,,��,� �� �, I � � _�_Ii =3 � I— � I � : - . . i - - I I , I �r - becal,M Ari Ising i A - _1­­­­ - ­­ -.- _ i � �, q, _�:f - E �� ­ __ - u- , - - _a� 'r / , �,L' � " � � L � - I ��,� I , JLI��J( Ni I I ­T I � � __ �L , e or Sinrl. i ... _ -� ... � ... .... - / I- - , �- . -1 N'L - - . �, � - , I _�� � �10 in : 7­11r­_ , < . - �­O C� - - i ll / k " � f I 1� I stamoe_­_ - 0 4. Split the release paper rising the ripcord (Split release on der and, '1�z - �! , , ,9- : J, 13 1 , "' -_ '44 J� ­ I � WIAL Of iLAI l4LN(.'­ 1, - �­ - 0 "M 11 FILL fflTH GROUT --- ..-.11, '': If a- a_ � L . `N _,,� 11 L � _­ t , - __�'_ - __ . ­ , �_ � L � - - F �� embedded In the adhesive layer) - for ease of installation and to -I-,,,-,--.- _-4v _­­, ­ I , �'�� ��� � 47_ �T, F, __ 1 1� �� � - - i "i 1� I . � = ­ - ----- - E � I ­ r e ��__ . - -Z - i ,!� ,�', I � - z _�'r� � � �� i�� ul� to, -1, "N' "_1L " '­'�: �ZU­:_ '� � ­-" ��'I '_ � , , , rr - �___ __ __ = - J`Mzi (wPI __ A RESULT, , � ll,,, l, , I I r L'� " I �� -, F I � - = 0 `N"� �_.. '' 11 ....- - .4 U.1 F"LA,��TF�RL,�,t�-,,,-,,-�.-�-�.,� y i " 3 - r 2� E � � " ., � I E . " 4, -lz,z!.�, ...... 9 � 1 E � � -",ll A r � An% . I a_ � i � - � 4� . - � : ,,", ­ �, - - :tl 4 � -"- 1, ;�,J! L, � E I " �i--,*,,` _e scoring cuts , '. " W T URAL S HRI N L'.nNf,i E -­ - E _T 1% , )F SAF rnjnlrTh7 - -...- a_ i, 11�p T4,k 1 ,�,,,� S M � � I �11_ *��--,,, -1 .__ ____L­'_' __ r- U) '___­____­ ._._..__­­­ ____4 ­ . ­,'�'111( DC]l LLOT SEAL. ,,, I- � I ,� � � I , ��, 5. Remove all release paper per standard installation instructions and 'LL Il r ,,, � ,�_� I � . :�,J- _7 , � �i% - -- ­ � __ �, � rp " I ,,-,' , , I, ; �1 , . "T, / 1.1. -�� � , (rrr C_f-, ! _r­DR,,,rl1r,j,1Gr_ .I 1`,T 14��'R � 1� " � " " "' ,­ ­A� . x W I, ON 1:1 NIL CILLF .r ,K � i , t �` � 4�� - ll,� � I � ��� � ,60� � z 1. ff . - , I. 11 - --A 11 ( _'h, __ ' � " " I - J . - I adhere to substrate using a square piec I - , , __ � � � 0 W � I I ) ,,, ", '' r': � i __ � - � I� r��:;�lLii(�'L � l -, � -AKWRP � , I � . ,." ­_ .�, . � i 1, / \ ;-'-' r,RF _! , I (D `�O, � � , . Uj Lu Xil( _T��Ropy BOND S \, ' � �_ rl'i , � I ,e of flashing material (6" x 6" -...- , � Q RO D & En� AL.6N I- '111 .... � ILI R I Ill Sir � REED P: ___11� Minimum) - I - E� . � ,� , �, c F I \ � ". 1",r � . r � �_ ", �. I � ­ "', Z !� ­ � � ,�,,, �'. .� I I SLOPED MUD BED—% L ­... �_J=_ � �:r cr_ 11 k ,�, � ",N,� "" (D No - , � f -IV l L ,_ ;1�1 - � ; I _­*' L'­' :, , I ,,, " , . � � _' ��, 11.1, �� I � A "I _­.­­�, I I % i - I-- cc .."'.., � ­_­....- ­___ � - I A I �F Ll i : I 1� ­ r' a) , ­....­ _i�,., � �', _ - . r 6. Fold as shown by arro,ws - ­.� 10 , ....-. � .- . - �Z7­ 9 - : � - _ A. -.- - < UJ �L ,,, ... � 51, 1 , Wr L � I - , - I L � I , I - _, 8000jr � ­1 � _� N, . W I- I . __� I .. . � : lTi�;�', - - - - - ­­­ - ­­­­ - - ca % � EI \ , 11 _� ��' l-L ­ . ,i _� " . . E I � --- _. - - , __ .- I I i - -,_-__,:�-:j N 1% 2 � �� ! ';I ,r�, �, __ - ­­­ - - , E � - �E ,, \ ­ ­ , L - ' _ �. , , 11 I : I . �!,�:�, I _-__­­11_1­__­______ - ___ - N� �� 1 )WER PAN -i q , � I l , __ - ­_ I 11 il i I M I --- I ��� T1, L I �_. -;_ , t � - � I r" - il , . - - i 1 a- I i , v 9 ; - ­­_ ! -------V- I : 11 r , - I Ltj, � I I : � I , , I frlcyl�-- � - fit tight to corner VINYL SH( ­ . -, __ , -1 * - � - I\ __ 9 � I :�� , il 11 L 7. Angle of corner rnay vary, adjust folding of the flashing dingly to I � I I (n 3: ' A ­­_ � 1� � ­-, . 0 �., , , - , , . - 4 2 i � 1I : I �S I � � N: , . � . . � \ :_ - - - � ­­ �,__ - � � i r N �, � " 9- Mechanically fasten as nece-ssary -1 , � _d� � i� _7��_& 1; N� I ; � j � ,,I , �5'!� I � -@no - I �, , 11, - I - --- , 55 ,._ _",/ . _ i � � � L , l,� " -lie Duilding papFR I met M I \ I i I �,, , i [ � - i ":!-, I � ftofta..- LU DPE ,_­­ _; , . . 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