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Home My WebLink About39831 Harmon Grove Ct��:% rJi � 1,.� Cs' ��5� G C si EE )EC,;I.O +'+ a; tpv. 'c uln'. I,jotq ,�. LEI P.1, ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDI TIONING ALUM -ALUMINUM AT -ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP -EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONARY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR - VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT FOOTING CALL OUT - O= SEE FOOTING SCHEDULE 1 = KEYNOTE CALL OUT PRE -CAST LINTEL CALL qO = OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS ��DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1< ELEV NUMBER 4 A15 2 SHEET NUMBER --ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A13E--SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 A11 SECTION NUMBER ;SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHINCAL CODES SHALL AP- 2020 FLORIDA BUILDING CODE RESIDENTIAL, Pi _ .'BING , MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFP 0 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER - FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP, 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1.. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH .OPENING A.5.2.,EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N N'A RISM LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 187l.ATLANTA VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING A Al A2 A4 COVER SHEET FOUNDATION PLAN 1ST AND 2ND FLOOR PLANA3 DETAILS 2ND FLOOR - ROOF FRAMING PLAN 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION 4.0 PLAN REVISIONS A5 A6 EXTERIOR ELEVATIONS & ROOF PLAN 1ST & 2ND FLOOR ELECTRICAL PLAN 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION A7 SNO SN1 INTERIOR ELEVATIONS STRUCTURAL NOTES STRUCTURAL NOTES 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE S3M/S S4 FOUNDATION DETAILS FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO WP1.0 WATERPROOFING DETAILS NOTICE TO BUIDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLEBLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACKCHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N 0 N m N o e_ 00 O z 31 o —� it,2 ` ! " O z _ . a N Lo L11-1 E n, > OK _W L /` M 04 ■F m } O o 0 Oro � Q •N .� w N E W L O m Om 0 � a a L1 LU W OELLu LI uZL Q � w zLLI W w J <OwU00 Qa�CcwUma 0 O000Z0 F- Yo �O-OYzpWZ0 ZQwO�Q O �Z�WD2UQ --1ZLLQ =OQ 0¢ ¢LLO LL N O O N Ow ro O LE W Ln a>-a00 u Z F— W W J � �O d" Qo co 0o ao O N o N o N N 0 N 0 N 0 N 0 N N N N d� N O O T- O T-- Cp N M N O CD CD0 O O 1 .o ;n > o N 0 M 0 "t 0 � 0 O 0 ti \� 1 Z Z ZO C: LLI � WflJ u Z) 0 Q 2 a LCL z O Z Of a=Q Lu i ~°W°OZ J 2�=Z I— Dz�_j a TI �ZZ 2Lu LLJ I� 0 r0,_j2Z Uuj U)Zz ¢ z ,.� �a0 ■ � Z g U O V a. W � z Z z w J CD W Lo N N LAST PLOT DATE Feb. 9, 21 z 0 COVER SHEET J NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. eo V M _ F- ILL 9 U S3 BO A7 ELEV (-) 0-Ah 0'-3 1 /2" 30'-0" 6' X 3' 1 4'-8" 5'-4" I 3'-4" 3'-4" 3'-2" 6-2"I 5'-0" 1 l 1 1 2'-0" 1 HB Q 4 13 Q 13 cl Q 1 9 F—2 I B 1 II 1 � I 1 o I CV N 1 1 I ,] 13I I 1 V-21111 -7 7.3 SINK -- I LAV AV C.J. L _-� 4 — — — — — --------------- —1-- L __J I M I 6 6 • 9 s^ 'd 0 o II I I I II I cl ui o0 15'-3 3/8" 5 I 5'-3 1/2" I I � \ \ CC D---_-_ `V— I � 1S3 I- 0 I I II II N I 10 II 13 8 I ELEV. II 1 �4 1 o I ' 0'-4 11 I I ILL UC.J. I ii I w I m 2- " I 13 ^cc I S3 10'-8" 9'-10 7/8" 1� I II zo C.J. I III `t _ M 13 ---------- --- -- 13 ij rn II XN I I [,—OB � L J I C� 1 0 CD I (� J I 00 130 60 S3 I 1 3.1„ 1 3,_5,. 1 1 9 13L 03 66 0 6 0 1'-10" 10" 16'-0" 10 1'-10" 1 1 7'-4" 1 _4" 21'-4" 8'-8" 30'-0" 1 FOUNDATION PLAN - ELEVATION B 1 /411..= 1 1-011 ELEV (-) 3 1/2" A7 = ILL 9 t- 50 a� v 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) NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R p = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS 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. 10 KEYNOTE LEGEND I KEYNOTE 0 IN ANNOTATION 1/2" DP X 9 1/2" WIDE RECESS 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN REF WASHER W/H UNDER SLAB ELECTRICAL CONDUIT LAVATORY WATER CLOSET 42" x 42" A/C CONCRETE PAD BEARING WALL FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. I`Bj MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY D MONO FTG 16" x 12" DP (2) #5s CONT. ym, 61 V) 0 LO n �? E o L co c' N U -00 m E. 0 E'0 Oro Q �} u�� N V Lu QN E� c 7� L. a o 0 o V 0LLj w0H W W LU ��2YZ~¢ = z�gW 0_j0 < fn �XJZLL¢q�Ua p QQU� ?o0LLoZ2oo�Q a(nOE2OomZ ZLuu)w Z cy ZaLLJ Of Uo aa7z_ LL owggwma O¢ oZ0 LL ¢u- f w O O N OW I— H � O 0 `M O d � (n J � V) N Q LW Q Ln 00z�la— W w 1.O J LO 0 0 LO o: a z W 0 0 w 0 z Q CCa DD o0 O O O r N N N N 0 0 0 0 0 0 0 N N N N N N N O Op cV A N N o r r o o r rn o 0 o cv O O O O r r O Oo O O r 0 0 0 0 0 0 i r N cM 'q, U-) CO I,- z z z0 LLI� W U)WUI~--0 Q goo r� LU M Oa=Q LO W Z Z Lu LLJ �m0Z 21-=z �ZJ Q �2z�rl azz Og�v Q 00 U) Z Z z rl, �QO ■ z U Q 0 V � 0 m z z A 1 L4 Lu � 0 L0 LAST PLOT DATE N Feb. 9, 21 z 0 FOUNDATION _I PLAN B i 7 19 10 S6 10'-0" E �rolo OtI 30'-0" 14'-8" LINE OF ROOF --- ABOVE NOTE: SEE SHEET S-11,12 '1873 9 FOR LINTEL CALLOUTS & DETAILS A7 -p„ o iv SH 35 H D AT T-4" 1 I 1 1 DINING ROOM FAMILY ROOM I 12'-0" X 9'-5" 1T-11" X 13'-3" 1 8'-8" CLG 8'-8" CLG 1 4" '-4 3/4" i. V-11" i. 3'-1" L 6'-9" 5'-11" 11 3'-8" I I 6" PLUMBING Q 2X4 KNEE STACK WALL N WALL, TOP AT 34 1/2" REF TILE __==------ _�===-1 aa� I DW, KITCHEN SINK W/ 148'- X 9'-6" DISPOSAL 8'-8" CLG PANTRY (4) 16" o DP SH <V N �W/ H 4" INSULATED PROTECTIVE BRG WALL D S3 C�_ BOLLARD CC S3 1 F= 4" �-20 MIN FIRE �I PDWR RMI -8=8" CLG I I 5'-4" 00 i r- I'M411■ 4 d- N RATED DOOR A W/ WEATHER STRIP P LINE OF FLOOR 4 INSULATED ABV BRG WALL 42" H. 11 LOW CC SLOPED S3 1 p WALL TWO CAR GARAGE 9$ r 20'-0" X 20'-1" ----- 7 6 HIGH CONT. 6 FOYER RAILING p----- 5 S3 ----- ARPUT LINE OF GARAGE IN — — _ _ _ _ _ _ _ ----- 4 TILE OPEN POSTION 3 I 12 1 I IFA—] I ' Iup I � I I l H1/23 3 2 00 co 1 1 EMP.GLA S 0 1 2'-91, co H B 16070 i 1'-2" ENTRY LINE OF 1 8'-8" X 4'-4" STRUCTURE ABOVE 2 -8 16 -0 2 -8 7 -4 1'-4" 21'-4" 8'-8" 30'-0" 1 9' A7 FIRST FLOOR PLAN B 1 /4" 1'-0„ Z.B 7 5/8" S6 v M 0 N LO N U) 0 2 J S6 00 ti M N CV 0� CV N 3 A3 0 N AT 8'-8" 2zo m00 w P Q 4'� NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12 '1873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 30'-0" 9 A7 LINE OF ROOF i BELOW I 27'-1 1/4" 2'-10 314" DRAIN I SH 25 SHWR HD I HD AT T-3" & VALVE EGRESS & S (4) 16" I �r — — DP SH I 2068 BF F1,F5-8 w r2668 OWNER'S8" 5'-4" ��0 Uj U I 'n I cV FLR LINE (0 OWNER'S SUITE N 14'-7" X 12'-8" cn W.I.C. 8'-0" CLG I(D �061 °o° TB WATER — S & R CLO ET I� — — — NCO I R & S (2) 2068 BF TP r a N LOFT I I 14'-7" " X 9'-1 I a, BEDROOM #2 AHU 8'-0" CLG 1 �, 10'-11" X 10'-01, A/C RETURN I 8'-0" CLG j UNDER DOOR 2652 1 2'-10 3/8" 2'-10 1/2" T-4" 1" 2'-11" '-2" 4'-10" 3'-8" 3'-8" I 1, 4'-11 5/8' c; 4 V-3 1/2" 2668 W/S AT �I 6" 60" AFF �22"36" xI DN UTILITY ACC SATTIS _16 42 H M 6 P " � LL2868 6 L -- _ 15 LOW N WALL �- Q -j w WALL - BATH #2 ¢A7 8 13 42"H• A7 LL=Uj q EN r SLOPED TB OX ----11 WLOW ALL DRYER 10 N R & S - — 2668 VENT ---- �- (2) 2068 BF i R & S N . — 1 — — — — ---- 7 OPEN TO (2) 2068 BF ---- BELOW 00 6 36" H. N o ---- co 5 CONT (4) 12" RAILING DP SH 4 I I � 1 I I ip BEDROOM #3 BEDROOM #4 t 10'-0" X 11'-1 " M 9'-10" X 9'-11 " 8'-0" CLG S6 8'-0" CLG TYP• SH1/ 34 o H D AT, T-3" 'n ~ dRAME 8" / WALL 1 I /SH25 4 SH " HD AT T-2" FRAME ` EGRESS WALL EGRESS 5-4 3/4" 10'-8 1/2" 6-2 3/4" 4'-4" 4'-4" lo, 21'-4" 8'-8" 30'-0" SECOND FLOOR PLAN B 1 /4„ = 1'-011 9 A7 8" FRAME ,-- WALL 0 N GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. r N 0 VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. <� INSTALL RND DRYWALL BEADS AT HORIZ & VERT r, o CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS �,.wb . •w 4a. 00 LO NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE w. a w SMOOTH FINISH. ° o LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER�� CODE.a,h w 4 ALL ANGLED WALLS TO BE 45' UNLESS NOTED z OTHERWISE < THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) > o m o APPLIED TO THE GARAGE SIDE. ' p M N N U �f F2 co '� TOWEL BAR - (T.B.) = 56" A.F.F. E r o TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK _ ` TOILET PAPER DISP. - (T.P.) = 20" A.F.F. U � ' °' Q ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. .N U w 0- ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. a` o E M CORNER SHELF = 56" A.F.F. a -0 MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM 1/2" GYP 8" CMU (i NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. LuFw- w J Lyg�z� W/1/2"GYP. W (DW �02 J¢o< <a� 0°-o V <0XJzw�Oz�00E-Q~ FILLED CELL W/ 1 #5 VERTICAL Z)~ U) w� ui V5 Z O w Fn w D - E] FILLED () U, 00 1 a- zYOZzLL0Uj ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB Z ¢ o W o g N- g w i3 va. H Y Z Q = FILLED CELL W/(2) #5 VERTICAL o Q 0 ¢ u_ O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) N STAIR DATA 0 STAIR O RISERS TREADS LANDINGS TOTAL RISE [V MARK Z LLJ A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" " 1._q cn :j I� SQUARE FOOTAGE: p G? M o AREA PROPOSED a V Ij FIRST FLOOR LIVING 780 Q W LL V- SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870Ce dM-1 ENTRY 38 Q >_ Q 00 GARAGE 443 Z U �-- TOTAL SQ FT 2351 LU Z w 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) ALLOWABLE WIND SPEED DESIGN PRESSURE (145 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) CD 00 00 O O O r and ASCE 7-10 Methods CD r' � � N N N N 0 0 0 0 WALL N N N N N N N TRIBUTARY LO O O O O 00 N ch AREA (ft)2 N O— — O H O INTERIOR END 4 ' O O O O N N 0 0 0 0 c- O 10 44.9 -48.6 44.9 -59.9 O O 0 20 42.8 -45.4 42.8 -55.1 ' N 0 0 0 0 0 0 N 50 40.0 -43.7 40.0 -50.2 ^ i N M cfl ti 100 38.1 -40.5 38.1 -45.4 > GARAGE DR 32.2 -36.5 32.2 -36.5 ��/ Z Z Z O � W U)w��-> Q Uo�o �0�-0- _0OW=Q • — Z F- =m O Z (�Z3:Z F- = Z ZW r—I Z Z w LU I� Og<IL Q00 Ld U)>_ ■ ■ z rl =QO ~ U � Z g m Q Z z W LLJ(0 � N LAST PLOT DATE o Feb. 9, 21 1 ST & 2ND FLOOR z O _I PLAN B 3 A3 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. / 42" H. SLOPED LOW WALL / I- - - - - - - - z ------ SEE SHEET ST FOR STAIR DETAILS / I- - - - - - --- - - - - - - - I / I / LOFT ENGINEER TRUSSES 1/2" DRYWALL PWDR BATH / / ENCLOSED ACCESSIBLE 2 SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER \ STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 k LANDING a STAIR SECTION 1 /2" = 1'-0„ HEADROOM IN STAIRWAY TO BE 6'48" IN ACCORDANCE W/ FBCR R311.7.2 1" NOS RISERS CUT FROM 1 x MATERIAL Zo TREADS CUT FROM 2x MATERIAL ti STAIR DETAIL 1 /4„ = 1 1 -011 (3) 2X12 STRINGERS SEE SHEET ST �—(3) 2x12 STRINGER 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) CENT RED W/ (13) 10d NAILS AND (8) 114" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w 0 z w w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. a, , iO4 N O : _ w z N Ilk, F `n5p V_^qp ri '�pp yy t"iu. eat f b b�. \tq f =,, LI- ¢ �'1 �Fsti i s�,� �.f � �,a8• f cw A o 1..1- ❑ z LO E o W L .Op r^i ❑ M N d t ' N � V) V -0 c' L L (h � O i O O �•� Oro � Q •N w p� 5 QN T� o �c v v �o W �uf vi wOF- Lu U� O�OOO LL~ U axJw o�zmoo�J_ m,�Z ��awa� Q�z O Ww _JQRwow�z0LCL LL O¢ s 0 oQZq¢ oQ H O O N O W � O `M O Q Lf) M Ln � � LL N W Ln tY a Q V Q 00 Z F__m w � Lu J � J 0 r M r' M r 0 N 0 N 0 N r N O N CD N CD N CD N O N O N O N Lo 0 N N 0 O 6 r 6 r 00 o N .� A O N 0 r 0 O 0 O o O r O r N 0 O ' 2 L- > r O N O M O d O 61 O 6 O I` �.L. 1..� z z —zU) Cy)V! wU owv� > V�p�0 ¢ �_ O0-=Q z z Lu _ q �moz Lu J 2�=z v Z 3: Q � Z w a. z ZLL w 0 z Q U52zz z r-I m ¢ O ■ Z U U � O 0 M�M W � Z z w w � Lu N O N LAST PLOT DATE Feb. 9, 21 Z 0 DETAILS J r` `- Iszl u M o (X CN LL ,,— 1'-11 1/4" THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. FATE FS [IN PLAN DE COLOCACION TRUSS- ESTA DISENADO PARA AYUDAR EN LA INSTALACION DE TRUSSES. LOS DIBUJOS Y AROUITECTURAS DE INGENIERIA DE INGENIERIA SUPERAN ESTE DOCUMENTO. NOTE: NOTE: MULTI -PLY GIRDER CONNECTION. TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOTE: ALL PLIES SHALL BE FASTEND TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY INSTALATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 THE TRUSS OR TRUSSES, AND MUST BE INPLACE AND IN SERVICE BEFORE THE TRUSSES SHEETS. ARE SET IN ORDER TO AVOID REPAIRS. NOTA: NOTA: NOTA: CONEXION DE VIGA MULTIPLES. NO CORTE NI ALTERE LOS TRUSSES SIN EL CONSENTIMIENTO DE ESTA OFICINA. NO SE TODAS LAS PAREDES DE RODAMIENTO DEBEN SER DISEVADAS ADECUADAMENTE PARA TODAS LAS CAPAS SERAN RAPIDAS JUNTAS (TORNILLOS, CLAVOS Y TORNILLOS) ANTES DE LA ACEPTARAN CARGOS ANTERIORES SIN APROBACION PREVIA FOR ESCRITO DE NUESTRO LLEVAR LAS CARGAS IMPUESTAS FOR LOS TRUSS 0 TRUSSES, Y DEBEN ESTAR EN INSTALAC16N Y ANTES DE APLICAR CUALQUIER CARGA. FOR LAS HOJAS DE INGENIERIA DEPARTAMENTO DE SERVICIO EN CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 LUGAR Y EN SERVICIO ANTES DE QUE LOS TRUSSES SE CONFIGUREN PARA EVITAR LAS SUMINISTRADAS. REPARACIONES. 2'-0 3/4" \ LO -V FRAMED BY BUILDER w LL FT1 II �I BELOW FT4 FT5 \ w LO LL N T 00 �I o I \ - 'A L-- L== —J _ ` CC-0 II II I II II O BEARING HEADER I ACV 15a FT61I II II I FT71 I BEARING FT3A WALL — CK 0 L l t`i1= OF FLUOR AOVE FT7 SETS TOR I1 II I1 I' I I II II I II II II I II II II ILL, _ - N � � Cn r BEARING WALL H U_ FT2 FT2G -' r it i FT9GE r 4" CANTILEVER FT8 21'-4" 8'-8" 711 SECOND FLOOR - FLOOR FRAMING PLAN 1 /411 = 1'-011 PLUM C C C c c c c c SECOND FLOOR - ROOF FRAMING PLAN 1 /411 = 1'-011 REFER TO E PACK FOR REFER TO � CONNECTION. PACK FOR CONNECTION. CJ5 z 0 O CJ 3 CJ3 O � U I Ci C0 Ln CJ1 U U U U V-0— 5/1 5 1'-01 � 2'-0„ 2'-0" TYPICAL 7' SETBACK TYPICAL 5' SETBAC CORNERSET LABELING CORNERSET LABELIN AND SPACING AND SPACING TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. HANGER CHART 4 L,= HUS 26 (SIMPSON) d . = LUS24 (SIMPSON) J L= THA 422 ( S I MPS❑N) \= HHUS46 (SIMPSON) Labeled End Mark .A.TTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or I ss 30' to 60' Span Spreader Bar 60 degrees or less 1/2 _ I 2/3 to 112 I Ta line r span approx. Ta line span approx. l K REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way, Gen era I Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HUS26 unless otherwise 2) noted, All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI-B1 recommendation 4) 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-81 for any additional bracing details. ROOF LOADING SCHEDUL TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FDC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL CLL = 40 PSF ITCDL = 10 PSF CDL = 5 PSF OTAL = 55 PSF F UPLIFT BLOCK WALL KEY g %///// •, ►��r '0I��'�� LOAD DESCRIPTION INIT. DATE R/01 BASE LOAD JMD 07/01/15 RA01 LC7,EXTENDED FT3A JMD 08/07/15 RB01 ADD FT7 JRH 10/21/16 RB01 LC9 JTH 12/7/17 RB01 CHANGED HANGER TO SIMPSON RDP 03/08/18 RC01 REV. FLOOR BRG. JRH 3/4/2020 RD01 REV. FLOOR SPLICING JRH 8/6/2020 RE01 UPDATED FOR LCA SHM 1/15/2021 CARPENTER —� CONTRACTORS OF AMERICA 3900 AVENUE 6, N, W. WINTER HAVEN FLORIDA 33880 PHONE1 (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECTYARIOUS MODEL :1373 AMERICAN DREAM/D CCA PROD/MODEL/ALT .7A2 1371B ALT DESO OTC LOT BLOCK: DESIGNER PAGE . JMD DATE 07 01 2015 LAN# SCALE .N319839L 11/4,, "=1 ' ??? 11/18/02 9:52 AM (,UA4d.dwg I � N 0 N iv LO ® 00 ° � _� �, `rye �•:°�u r J Z. WW W 0 z Q LO (D LO E O L "0 f7 - co c� V _0 -0 a ° m _ Ai 'i L O 0 2 0 4� T# .Ns w�� W L 00 �ri 0) a -0 U;JO�zw wQW2fQ l-W Z W QQQ0 O_j0�X<L00O2J LOmM~=�aO,O_O0z 0 <nwo~w wOZ=L) �Od U) Z LL Q�QpwQ�zwzO Q 0W Q O13�Q 0 =O C1 z LL I- ¢ LL O O N O W O Q V CL J Ln Cam0 LL Q LU Q Ln ryi C - 11 � , q zvF- o w WC:) J CO 00 Op O O O r N0 O N O N O N O N a N a N N LO O NO6� O O 00 N M N 0 � 0 6 CD G 0 O O N 0 O N L i t 0 N CD M'I 0 0 U') 0 (O 0 r` �> z z z0 W oW� U � 5; _0E- Q 2 � 0 Z ZLU W~a �� t� T Z I—m=oz V Z J i- �Lu ZX rl z z w I� Og2z vozz Q r-I = a o ~ • � Z gz U CL OV O Q zA4W W� LO N LAST PLOT DATE Feb. 9, 21 z 0 2ND FLOOR ROOF J FRAMING PLAN (V PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM -- FLASHING PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 11/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-8" _ _ 12 T.O.M. 5 METAL DRIP EDGE (S) A23 2X4 FASCIA eT� ALUMINIUM •; 2'-0" WRAP A23 ALUMINUM ��(S) SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" 10 SOFFIT DETAIL 3/4 — 1 -0 PT 2X8 LEDGER ATTACHED TO WALL W/ 318" X 5" TITEN HD AT 12" O.C. STAGGERED o o o 8" V-0" I 11 LEDGER DETAIL 3/4" = 1'-0" 3'-8" 7'-4" 19'-0" 0 OC'4 77 c) Lo 4'-0" OFF RIDGE ROOF VENT SLOPE SLOPE �5:12 5:12� I I SLOPE o, L — — — 'f` 1'-0" SLOP 5: 12---- SLOP 5:12_ 1 ROOF PLAN B 1 /8 — 1 -011 8 — CASING BEAD W/ WEEP HOLES OVER FLASHING SHINGLE ,-- ROOF 12 15 6" X 1"THK CEMENT PLASTER BAND 16" X 1"THK CEMENT PLASTER BAND Y-3" CONTROL -JOINTS - - - - M �O o w CV = 9 k5.B WEEP SCREED 6" X 1"THK CEMENT PLASTER BAND 5/8" STUCCO ON CMU CONTROL JOINTS ININININININININI ININININININININI INININININININI Imimillimimimim!E1 ASSUMED GRADE FRONT ELEVATION B 1 /411 = 1 1-011 12 6 15 5•B CASING BEAD W/ WEEP HOLES OVER FLASHING ! ELEV AT 18'-0" T.O.P. Z =r? ELEV AT 10'-0" 7/8" STUCCO o w~ 10 2ND FLOOR FF ON FRAME N = CONTROL 5 B _ JOINT ELEV AT 8'-8" T.O.M. WEEP SCREED A/C UNIT AND PAD 5/8" STUCCO ON CMU ELEV AT 0'-0" sk 1ST FLOOR FF GRADE LINE 3 REAR ELEVATION B 1 /8 — 1 -0 12 e ! 15 5.B _ ! ! 7/8" STUCCO ! 9"N'' W'' ON FRAME Lu I I ELEV AT 18'-0" CASING BEAD W/ _ I T.O.P. WEEP HOLES 7 12'-0" 13'-8" 12'-0" OVER FLASHING 5.. z= M ELEV AT 10'-0" 2ND FLOOR FF CONTROL = `� CONTROL JOINT JOINT _ _ _ _ _ 12 ELEV AT 8'-8" �- T.O.M. WEEP SCREED 2.0, A/C UNIT CDAND PAD ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE 5/8" STUCCO ON CMU RIGHT EEVATION B 4 -0L 12 5� A/C UNIT 2'_0'''J AND PAD LEFT ELEVATION B 1 /8" = 1'-0" GRADE LINE ---7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. ----5/8" STUCCO ON CMU ELEV AT 0'-0" 1ST FLOOR FF GENERAL NOTES: FLASHING NOTES: * G.C. VERIFY ROOF RITCH DUE 10 CLARITY NO I- ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL ROOF CRITERIA FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT - 12" OVERHAND U.N.O. WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED - PLUMB CUT FASCIA CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE - ROOF PITCH PER ELEVATION FOLLOWING LOCATIONS: - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A - SHINGLE LOADING MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES ELEV AT 18'-0" ROOF VENT CALCULATIONS: (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF _ - T.O.P. THE OPENING,INCLUDINGCORNERS,REQUIREADDITIONAL FLASHING BE OMITTED WHEN SPECIFICALLY 1'-0" NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT APPROVED BY THE BUILDING OFFICIAL. LOCATIONS, QUANITIES, AND SIZES, ROOF VENTS SHALL BE 2.AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY C C ONSTRUCTION WITH FRAME STUCCO WALLS, WITH PROJECTING --- 7/8" STUCCO INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR LIPS ON BOTH SIDES UNDER STUCCO COPINGS. STUCCO ON FRAME EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. - CASING BEAD W/ FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) = 4. 5. CONTINUOUSLY O WHERE EXTERIOR ABOVE PORCHES DECKS STAIRS TRIM.ATTACTO A WALL WEEP HOLES OVER FLASHING NET SQ. INCH REQUIREMENT OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. ELEV AT 10'-0" ATTIC AREA = 1222 SQ FT 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 2ND FLOOR FF 9. AT ROOF CRICKET OR SADDLE. VENTILATION REQUIRED = 586.56 SQ IN 10. AROUND ROOF OPENINGS. VENTILATION PROVIDED AT RIDGE = 276 SQ IN * EGRESS NOTE: ELEV AT 8'-8" EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS T.O.M. VENTILATION PROVIDED AT SOFFIT =1008 SQ IN CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR 12 ROOF FINISH PER LINE OF THAT PARTICULAR ROOM ELEVATION 15 ROOF SHEATHING ATTIC VENTILATION MANUFACTURED ROOF TRUSS ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION ((2020)) RESIDENTIAL R806. THE MINIMUM NET FREE VEN71LATrNG AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE METAL DRIP EDGE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE 2X4 SUB -FASCIA THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE 2X2 #2 P.T. MIN. W/ UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER ELEV AT 0'-0" J-CHANNEL SECURED @ 1'-0" ALUMINIUM WRAP VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY BELOW THE RIDGE OR HIGHEST POINT OF — — 24" O.C. FASTENED TO THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION 1ST FLOOR FF WOOD W/ 0.148" x 3 @ - ALUMINUM PROVIDED BY EAVE OR CORNICE VENTS. 4' SOFFIT 16"O.C. NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND PLAN. CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) ACCORDANCE WITH R704.2 FBC 7TH EDITION 2020 -RESIDENTIAL ( ) RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT SOFFIT - 8" TRUSS HEEL * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. NOT ENOUGH VENTED SOFFIT IS ED DUE TO IRE 6 it=1 DETAIL 3/4 — -O PROTECTION THE CONTRACTOR SHALL UDSE DECK-AIROFOTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. ROOF FINISH PER 1215 ELEVATION GENERAL NOTES: ROOF SHEATHING APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE MANUFACTURED INSTALLED IN ACCORDANCE WITH FBC R703.7, ASTM C926 ROOF TRUSS AND C1063 `> SHINGLE NOTE: METAL DRIP EDGE 2X2 #2 P.T. MIN. W/ 2X4 SUB-FASCIA ASPHALTSHINGLES ARE IN ACCORDANCE WITH TABLE J-CHANNEL SECURED @ a 1'-0" ALUMINIUM WRAP R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL 24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS ALUMINUM @ 24" O.C. SOFFIT NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN ACCORDANCE WITH R704.2 FBC 7TH EDITION (2020) - RESIDENTIAL SOFFIT DETAIL 7 pia -1_n c 1" N 0 x ap EPS FOAM Z� ,-] BRACKET DETAIL Al"1 n 1 5" 1 3" L 8" � o0 o00 EPS iv FOAM �oj 9 BR ,IRA CACKET DETAIL , N 0 cq O ,mot co Lo tit x 0 a Q _ _ - 4�Iry• - i w 0 z Q U1 0 L 0 i'o W L In U co N in V -� O - y a co W o O 2 o CODOro mQ u .s 6 �2 .^^(n, w Q� N 7W L O0 E m LLI �� v� wO�- w w J w2 O Lu y z w O�W<LE0O2JOUg� Q ¢ ¢zLu ��7��Op00moz o Z Oa�zY0HzLL 00W ��¢¢a ,wWoU0W o Ci p¢ZQQ LL¢ O ILL f w O O OW u =j N > r O `M O 0 J � (LL W Q Ln Z U W Lu J� to mi 1, ♦ �� l\li/l CO r 00 r 00 r' O N O N O N r N O N O N O N O N O N O N O N N 0' O O r O r 00 cV A CD N 4r O CDO O O CDr O O r N O O o 1C.0 O .L L ; r r 0 N 0 M 0 1q, 0 tS') 0 CO 0 f- 1 ■> Z Z ZO W Uo�o Ui � N 2 Q '� Oa=Q Loz zLuF� Q �m0z F.- z I— vZ J Q � 5. Z of ,-1 IZ Z z ILL uj IMF Og<w w Lzz Q Z T--q �QO ■ �c Z g U O0 CL MM0 W � Z Z z w J Co W u') C) N O N LAST PLOT DATE Feb. 9, 21 EXTERIOR ZA--+ 0 ELEVATIONS & J ROOF PLAN A/C DISCONNECT WP GFI ELEC METER uNt 0r STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN B 1 /4" = 1'-0" SECOND FLOOR ELECTRICAL PLAN B 1 /411 = 1'-0" 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 BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR TH INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA 72 2016 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. ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER N.E.C. 210.8 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 RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS AS SPECIFIED 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 FRO GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR, NOTES: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO THE MANUFACTURER AND PRODUCT. 200A INDOOR PANEL CENTER #15 copper to lights & outlets NEMA 1 200 AMP #12 copper to 20 amp ckts 01 #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steal GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH Za SWITCH DOOR JAMB 0 4 1/2" TRIM BASE TRIM DUPLEX _ OUTLET 9 cq 0 NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING 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" 0- 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 8wSTRUCTURED WIRE OUTLET 6— SWITCH AT 36" 9 3 WAY SWITCH AT 36" r 4 WAY SWITCH AT 36" -o PUSH BUTTON FOR GARAGE DOOR OPENER —❑ DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL A} CLG MNT LT FIXTURE TCLG MNT PREWIRE - FIXTURE BY OWNER C SURFACE MNT FIXTURE {- WALL MNT FIXTURE NOTE: C TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY C RECESS CAN OR LED OWNER 50W PAR20 NFL 4" MINI ROUND RECESS moo) 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL {} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cM SMOKE DETECTOR O SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 97�24:�_@ 24" VANITY LIGHTING 36 � 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT ® EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) >� MASTER STATION ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR (W/ SIZE) A/C REGISTER C THERMOSTAT ® SECURITY PAD In ELEC METER 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 LO ; E -O 11 U V) c�iN 0 co y -0 m o Z) 0 2 a o p Q U o^ N Q iD ,q w QN � FM � C) iD 0 Lu LLI U) W 0 W F W J W 0 LU uj 0vuW��C 2=o�Yz�Z oz LQ0O�D—JUX u UOO -_j0~Q D0zLLwz2 ¢a0 0W00MzLuV5w 2 0- W�wwW°wLow0 z ~0zLL a0Q = o0 Q w J O O N z w O O Q J Lr U LL Q fu Q In >- O z U F- W J O l0 d' CO W O O O O O O O O O O O N N N N N N N O O O O N A N O 4 r O O O O N 0 0 0 0 0 O O O O O O O N cyi 4 6 6 ti W Q z z Z Q 00 T-i LAST PLOT DATE Feb. 9, 21 Z Z zo a w u7 C-) �Q M 0 Z H=Z Z 3: J Z 2W LL aw Z Z =QO 1 ST & 2ND FLOOR ELECTRICAL PLAN B Q z z W J I O O U FILLER 3'-6" "BACKSPLASH HOOD RANGE, bo III ,II' �1 1/2" FILLER. PANTRY 3'-6" I, 2'-6" 3'-6" LL SKEWED 1, 1, 2'-0" 2" FILLER KITCHEN 1 /2" = 1'-0" HOLLYWOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH 2'-6" 2'-6" 1" FILLER 1" FILLER 5 MASTER BATH 1/211= 11-011 w O co 0 50 1 1/2" FILLER CV i Q M 0 0 I "I r1. 1 __ 1 /2" = 1'-0" bo SHWR HD—\,,,_ CV M VALVE ,,,,CLOSET LINEN 9 o cV io 4'-11 " 1 3'-3" 4 1/2" MASTER BATH 1 /2" = 1'-0" 1 1/2" FILLER N i N R L -U' 3'-U" Z'-U" 2" END PANEL KITCHEN ISLAND 3 11 2" = 1 9_0„ HOLLYWOD 0O SHWR HD STRIP LIGHTS r WALL to 30" HIGH MIRROR (V VALVE 4" o BACKSPLASH 5o SPIGOT O \ // 2'-9 7/8" 2'-6 1/2" 1'-6" 3'-0" 1 1/2" FILLER ,BATH #2 U 1 /2" = 1'-0" / / SEE SHEET ST / FOR STAIR DETAIL / / I 0 M 2X4 WALL TOP AT 34 1/2 4 KITCHEN 1 /2" = 1 '-0" 0 WIRE SHELF ::�, CO D "HANSEN" BOX 220 VOLT r-- - --r r----- ---- I I I I I 14 1/2" X 16" IDRYER VENT RECESS I I I I M I I I I I I I I I I I I I I I I I LJ I 8 UTLITY 1/2" - 1 -0 12 PRE-ENGINEERED WD. TRUSSES AT 5 24" O.C. (SEE TRUSS DRAWINGS) R-30 BLOWN INSULATION ELEV AT 18'-0" T.O.P. LOFT II MASTER SUITE PWDR II KITCHEN LIVING BATH ROOM UNIT '1817 - B' - BUILDING SECTION 3/16" = 1'-0" SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR / 2ND FLOOR FF Y _ ELEV AT 8'-8" T.O.M. E W L NO c) 5 N V _0 M = .i w t co 2 O 2 o O � R Q .Ns w�� U N C 00 7W L (D W w YzLli w �ww JtZO�W O ¢JW LL V D¢F Q�OH cy�w00mzz w zaWiwwy O a~~�Q LL w¢OLu� 0LOZO�0 WW LL o¢Q o 0oy¢L¢O¢�> LL LL f N N Z LLI >U)CO vroO Q W J Ln CK a Q u G �--1 Q 00 Z � � W w J� �O Cf' CO M M O O O O N O N O N O N O N O N O N 66 N O O O ap N A N �.,C�o O r O O O O O O O r N 0 O O 1CDL L� � r- 0 N 0 M 0 4 o Lo O O o ti 1 Z Z O w U F- V! Q Uo�o Oa=Q Lo Z Z=I— �— m O =�=z Z zJ Q 0 i-2Z=T-I n Z Z W I� O 12z >Q 2 00 UO2zz Z rl 3:Qp ■ �c g Z0 U o 0 m z z w c0 Lu N O N LAST PLOT DATE Feb. 9, 21 z 0 B - INTERIOR s I ELEVATIONS 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. wo-we cemo s :iameT hers RcT 9 ►1�� T 6X��J:7 it ��Ivi< T00910 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 SRESPONSIBILITY 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 BORA"i'E (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) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 %2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. & 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/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: R S CAST -IN -PLACE CONCRETE LABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4.. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y. GROUT FILLED MASONRY: 1) 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. MODULES OF CONCRETE TYPE MIN, 28 DAY DESIGN (fc) ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2. 2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS, 4. 3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS, 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 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 4.8. SOIL: ELEMENTS ARE IN PLACE. 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 BYASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cofncrete overpo�r and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE:5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 9x7 DOUBLE 160 + 31.8 PSF / - 34.5 PSF (INTERIOR) U.N.O. + 31.8 PSF/ -42.6 PSF (END) U.N.O. + 27.9 PSF / - 32.1 PSF + 26.8 PSF / - 30.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. nInTC- 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 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 0 CV rn CV W=, 0 Q tno, LO 'L'O- E -0M o W L CO 5 N V -00 co') CO O u o U_ O ° . r Q � .N LU Q� N n` V00 N C W O �� L ❑L WI- nO°ZW W~QQf f LQ(fNAL CyZC�20OOC) =-10Z❑I-Q Ocnxa�OOW00mz U aZ WWMLLJ >MzWWWuWW¢Z❑O-1 zu_QaoWY❑zOa 7WZ�W❑aa0Z a)W2ULL �aaCY ¢O W Q oz¢u_ O u. f O O cV 0 W H , 4 kD O O Q L L!) CL J U Zd. aWQLn '4 ZUI¢--00 LU W _j o l0 CO T-- � 00 O N C) N C)T.-r N N N O N O N O N O N O N O N O N N i O CD� � O O � 00 O, N A � N 4�- O O d) O 0-)O O O N O O O ' 0 L i t 0 N 0 e7 0 ' d O 0 O O O I` ' z Z ZO C W �Wfn U Q �oR0 0- Of LLJ L -0z 0 Z U.1 � Q ~co0Z = H- = Z Z J 3 Z � Z Z LU D_j2Z 00 Q U�2Z IL LL,Z Z T__1 2Qp F_ Z U Q J oU 0 �OD ZZ Q Z J WSNO CD N ° N LAST PLOT DATE Feb. 9, 21 STRUCTURAL Z p J DETAILS CORNER OF HOME GARAGE SIDE _ 10'-0" TANK -LESS W/H 5'-011 STUB -OUT FOR -' GAS METER 0 — O N H C G coo a _ 0 o 1'-0" o ° ' 1 p in � U 0 x • 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'-611 (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'-411 (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 0 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + t t t + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + to' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) + + 4'-0" + + + + + 4'-0" + + + + + + + + + + + + + + + + + + + + h + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + +++ + + 7++++++ + ++ + t + + + + + + + + + + ++ + + + + + ++ +++ +++++++ + cr' `-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX I PLYWOOD OR 7/16" OSB a_v � v v.v. to VU 1111VuJl 1/11V1\ IVIVILV ` V V.V. LIJI.]LV lX + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. +hacker and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3!4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x _ lumber DOUBLE JOIST CONS (Not required if both los Filler 1/8" gap FILL CELLS STD. 90° HOOK r— BOND BEAM W .... ...... STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. .. ... .. . ..... FROM F ATION TOUR D HEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS @ INT. BRG. WALL SECTION N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4" max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @TOP sides by 6". - Hangers with sides not containingtop t. WEB STIFFENER DOUBLE JOIST CONNECTION Birds n uthce of uis. - Birdsmouth cuts. N.T.S. - Under 2nd floor Cnh Imn ae1/ Inane 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 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam O NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. 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.* Q'/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls .10d nails require additional consideration. — SECTION a@ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Imm -� 0---E] t 611 A 1)/2" ROUND HOLE MAY 6" 6"DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%2' 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%" SEEMMEME BMW mmmmi 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 1%" 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 CALL SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s 0 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 BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190so 11 - / " 3-16d 3-16d 14' 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS i 5/8"o THRU SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. ',,,Install tight to top flange. JC \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with ' to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange, flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S, SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �'® LOCATION OF �. SECOND H10A SIMPSON H10A ° ° ° (WHEN w/ (18) 1Od 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 z: WALL =1 I, III, 11=1 11=1 a I I I —I 1-1 11=1 I I I I I •'a II I d I 14. d:SA __ i—III— i i': —. I I-1 I-1 I I-1 I I-1 I I III-1 I I FINISH GRADE -III— I I SLEEVE THRU STEM-/ ° SEE PLAN FOR--'°• a . • e . • FOUNDATION INFO a. a' ° STEM FOUNDATION GRADE r-REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. L-- SEE FND. PLN. SIZE & REINF. If 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATIONPLUMBING LINE co � �d • a. • .. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d c' n c ------� . .4--.-- -- a. °/ ca II=1I1=1I1=1I ` ,a I1=111=1II: a , I —III —_I I I- II—I11= \ G a SEE FND. PLN. SIZE & REINF. N 0 N 3 Z -- 4 a d a -,�<" S Y • i44 00 Sri LJ— d"� 0 Q z LU O i^a W 0 z Q nN > 0O N o W L .� �O ah c C) MN CO �) an o N V -0 7m:E=_ MpoQU O U 0 �M:o •sA� O "R .N u W Q: v V 00 E ^ .2) F0 W LLI W O F- Hcg�2YZLLWQ �Of Z n-2 LlOOR-0 �O?W Q� OpEE Om5H 0 Z L (nW Zz (WR' Q� U) _0n WOw0<-Z o�J Q ❑2Q 0W Z�Q a 0� 0Q¢LQ O LL f N O O OW U0 � N v) C:) O O Q U0 Ln J U_ w Q Ln I:e Q>Qoo Z � I— z W_J � mi /1 co T- ao � CO � O N O N O N 04 N O N O N O N O N O N O N O N O N 1 O 1 O O Op CD CAI A CD N 0 0 CD 0 1 L � > O N O M O d' O LO O C0 O I1- 0. Z Z LL o oWcn V N o U�o 0- LO �_ Z OC- z��l- =Q _ ~co0Z - 2 Z ZLU Z � 0-ZZ LU 0J2Z Q C/) CO z Z Z =QO H ■ z Q U U 0- 0 0 m Q Z z W J LU It �, o N LAST PLOT DATE Feb. 9, 21 STRUCTURAL z .. p I. I DETAILS 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE ((11)) ILAAYEIRTYPE IN (MR) (2) #5 CONT. ON 3" 6 x 6 Wl A x W1.4 r ILIXIN31MAAlY@O�ITFOR �IF CHAIRS (TYP.) WWF OR FIBERMESH "' IPIflrC I > 4I::1I2 D ° ((2)) ILAA TYPE 11 OR TV PIE IN ° ( fl n ) uAN ILAA'rWIE N T -III-III=III-I m ' ' I I -III -III -III 9 FM ROM PI�FR 4:112OR I-1 I I=1 I I -III I-1 I D' III • III -III -III=' I' ENGffJEEIRl®Vpp[dIDQD® I I -I I I -I -I 1 III I I -I D 11=1 I I- 11=1 11=1 I I i, - (S 24 "GC. UN.G. , ,, I I I C I=1 11=III=I 11-III=III=III=1 III-III=III-III III -III I I=III ; � I' III II 12 IHI �@ -III -III„ I I I III I I I I I-r 11, ( )) VARIES 1fARUSS(lamIIIRLI IrSMM.))W// I I ( I IIII LIT_I I IMEir/RIL PL. IIUNMfR FA. ifRll� IfQI®1Sf111JIIR1ElIEIRt TYPICAL INTERIOR BEARING I ICI IIMME ROOF 7/16"CS-Iff.Mik.SEE I[ WALL w/ OUT UPLIFT GG NAIWING SCHEMULlEONSHT. SEE TYP. WALL SECTIONSCALE: 3/4 "= -1 -0" S3 �Nt11 - Ell"... VAPARI&�I 58" OR 11112" HIGH HI " ,�ILW�ctIIFJIllAD01 O RIIP STRI3NG1nH CEIUIKG EDGE PER 03BE ((OR SR" kILWIMIIINIILIIIIA FASCIA, VW[///AQNMffrA�LE ROM 12" NO. IFAASOR 2x S.P.F. STUDS @ 16" O.0 E)) WMIRWWAILL flr suffens@ c.c. elf LOAD BEARING OR CEIIUIIN G & S" O r.. VWUAALILS EXTERIOR WALL WW'XIS" -0-Uif WISIM AA -MO NI [PEI R HIL VOD'A/ %5 QMT.. elf ON (FILOM F II E D SIL IlDWGR9®IlUlr IPILAIN! SEE CC/S3 OR N WP.1.µ MOR[]re G/S3 FOR ANCHOR INUJ LEIR "(C,11>ALIID'.TYPIIQ:A4IL BOLT INFO. (IF NO UP LIFT ON sm. wHax(PT A� IDIIGIRTARIR WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS r 9Pttflrlf�lf'dI�RAFIL TYP. IFI NIISIHI lbl2IPTVWD FIERING � V2„GVPSMWALLI (1) #5 VERT. IN FILL MONO OR STEMWALL ° ��' CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY FOR LOCATIONS) 1x4 P.T. BASE NAILER ° D 4"x4" INSPECTION NOTE: g' . ° o ° Fill: I I 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL FILLED CELL IYPICAL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR I I=III=I I=III=III=I 11=L=III=1 I I=I 11=III=III=1 I I: -III-III-III=III-III=1 I-III=III=III=III-III=III=1 MUNICIPALITY. CURB DUE TO SLOPE "-I! I=1 I I -I I I-=III=I I I -I I I-III=III=III-III=I I I CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION WlAXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3b 71 BELOW GRADE SLAB INFORMATION. c co =ICI=III 00 6x6W1.4xW1.4 D 00 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR III D I III=1 I - = _ z II - min.) 4 BARRIER �I c I I ° ° a - COMP. SOIL. I I II I p • • ° r °° (COMPACTED TO 95% I I II I I II I I I (IIII I II IIII 1 IIII = 1 = 11= - �111-III-- ° (1) MODIFIED PROCTOR ASTM D1557) -1= �r-sl -„' -I I 1 I I 111 I I -III- 11= I I 3" MIN. CLR. I I— IIII IIII I IIII; , (2) #5 REBAR CONT. ON 3" CHAIRS TYP, 1'4' (1 STORY) STD. 90 HOOK (SEE MIN. U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGES. SCALE. 3/4 -1-0 S3 3/4 —1 -a OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEY, PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" O.H.D. RECESS z 13" O.H.D. RECESS PAVERS ' T d -III=III-I I .. a,.�..' 4 _-_- -III-III •' :. �:_ .. 1 -III-III _i 'I � I=III '.� ' �,..:. • .• 111_I IIIIIII� .~ A I ElF IIIIIIIII I IIIIIIII I f dI NI- SEE A/s3 OR J/s6 1 I , SEE A/s3 OR J/s61 =I IIIII I� I ,I I I-1111111 1= FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) I V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) 1' 8" (2 STORY) 1'-8" (2 7 RY) 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. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ _� '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 OR 1/2 HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS, 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS IE E: EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WAS4NOT NOT EXCEEDING 1U-0" (R302.11) INDICATED ON THE PLAN, ATTACH (ALT: 1/2"xl2" TITEN H SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDA" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFESIMPSON SP1 w/ (10) 10d NAILS r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUND `' ELEV. 0'-0" oc (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT ANT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10'WEDGE ANCHOR INCLUDE THE WALL@ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS2" 6 x 6 W1.4 x W1.4 ° � �� z 31/2" MIN. WWF OR FIBERMESH 31/2" MIN.WWF OR FIBERMESH a ° °. °.° 4' ELEV. -0-31/2 ° , ° ° ..'° a O 4 A.F.F. O ° . d 2x4 CONT. � n ° ' ° ° CD z I1I' -III=III=1 3 1/2"(min.)- 4" _ z _ II5 1 III=III= 31/2 (min.)- 4" cq a '' . ; °. --m-r _-I =III -III- - 1-r 1„- - -III EI GARAGE DEPTH VARIES 3 1/2"(min.) - 4" (=III (IIII III=� I I- 3 12'(min.) - 4" =III=III - 11111 IIII � I1 I - _ _ _-I I -III=111=1I I III=1I1=1 I1=1I I I I1=1I ` a III III III -III -III - III III -III I'' ' I I--1 I-III-III=III-I I -III- I- =1 I I I rI111 I I III,, ; I I I IIII= I (2) #5 CONT. 4" 1'-41 8" (2) #5 CONT. 4 1-4 8 GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALL C C rc C SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ooNS�N�oUs�l 06ECU�� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. f 0 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY �/ co ��N c 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING TUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION NOTE: SEE SECTION C/33 FOR 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 IN FILLED CELL LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. I" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " EPDXY BOLT OR MIN, 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3 1/4" TAPCONS 6 x 6 W1,4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) 1 EVENLY 2X PT PLATE #5 REINFORCING J _ FIBERMESH BAR a BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N_ SLATE WEEP SCREED INSTALLED a END OF 2" x PLATE WWF OR FIBERMESH PER MFR INSTRUCTIONS =D FINISHED E ° #3 OR #4 REINFORCING BAR D , `I 'ct• D D ' Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° D FINISH GRADE °° [GRADE 60 MIN. Fy= 60ksl] a -III=III=III m . ' D III=III=1 I I=III- o Z M — — — .p D • 25" MIN. LAP [30" MIN. LAP] Q I -I I 1=III-III III III -III -III -I K W=1 I I I -I • III-III-1 I I-1 I-1' °° 6 MIL VAPOR BARRIER -III III o D ° I I=III=III=III=_ °° ' III -I 11-I 11-I I I- #5 REINFORCING BAR R 17/8 11= 11=1 I=1 I I=1 I I=III III=III=' _ N Z ,, :III —III —I 1= z_ IIII D : I I—III-J I-1 11=1 11= ,- #5 LAP SPLICE — I ,III-1T_I-1 I I=1 I I T I =111=III=� I I I I III -I I I -I I I-L-1 2 #5 CONT. :11 I=III-III- N COMP. SOIL. (COMPACTED TO I I I I , ° . I I=III=1 III=1 I' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS $„ 1'-4" 8" -111-IIII' I 95% MODIFIED PROCTOR ASTM �= I I=III=11I=11 =III=III=III ;.11 10„ (TYP.) I I :I�,III D1557) -III„1111�IIIII�,IIII�IlI1111I�II�I�II-' 4 1 4 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION. S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS SEE PLAN FOR AT 24" O.C. MAX. „ x • x CONNECTION INFO ° — - - I I-III—F' TOP OF BEAM ° & LAYOUT DESIGN ° ° ° N \R w/ OPT. SEE ROOF PLAN _ _ _ _ _ ° ° M C NCLOSURE (2) HTS20 FOR STRUCTURAL r _ I IEEE E _1;IIII I I . 47 BEAM SIZE& I CONNECTION INFO L �3 P T 2x 1/2" GYP. BD. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6�1— g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE 0: > SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP: BD. w COLUMN SIZE AND BASE 2 1/2" FROM SLAB o uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. M Ol ° Q CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 d a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE a` ° SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" ' 3 1/2 COLUMN TO PORCH SILLASONRY WALL AND d GARAGE O.C.00PAD FOOTING ti ATTACHMENTS & 18/D1 Lam' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL M CONCRETE NAILS W 1 1/2' W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS E J EMBEDMENT @ 12" O.C. TO FOUNDATION PAD E STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN r� (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT d w/ MIN. (2) #5 VERTICALS oo GRADE 4- TENSION 120#) CONCRETE SLAB FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c0 -I I=III ° ° °• I=III=I I 1=III=I' M WWF OR FIBERMESH M o w Lu w IIlI11I1111 11I (IIII I_IIIII I_II I Lu z _ BRICK PAVERS or SLAB PER 0 0 = -III=1 • •' ' °• - - ¢ 0 — ° a = _ _ - '- COMMUNITY SPECS "- � ° - `a' � ¢ co 6 MIL VAPOR i'- - I �—1 - _ _ - - - 0'-0" FIN. FLR. I I=I =III=III=III=III I I III=1 I =- w -�1 1=1 1=I I ,-_ =1 1=1 11=1 1=1 11=1 I I -I I III-111=III-III=III III=I 1=111- ' FOOTING BARRIER 1L T1 i -11-III- I=1 I -I I -III-III I I- I I, II I=III=III II I f I ,� I ..III 11 I- BEYOND III1,, PAD REINFORCEMENT -III-III-I 3" MIN. CLEARANCE •.•'4 • .a :� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH '] 4" 4" CONC. PAD INFO. • '' SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK )6�8R D COLUMN FRAMINCPATIO COLUMN FTG. DETAIL rN SCALE: 3/4"=1'-0" S3 SALE: 3/4"=1'-0" SCALE: N.T.S. S3 / N O 04 ...,F 6M 04 s LO ,,p�°+�� N •' ky t '' a 4 i ry/� W LO `{ w O w 0 z ^, > o � o L. 0 MN 7 NU Q-0 w U M W j 0 2 0 0 U �s °�Q 0< .N W a� N o EM 700°ate /C W uj uj ow w01— w~ Q � J � q~ Z O Z < Q U ?axJZLU_0ZC2Loo�Q� 0 C'JOz OW°9oZOWoOmZz JQQpwQFzFn wzoW�oa fq LL a0w g�� YpQQ Q O� 0¢ZOf LL¢ o <LL f N O O N OW > U.) O O �V)"-� W Q Ln Q Q 00 Z I— W w J� J Cfl 00 00 O O O o N 0 N 0 N 0 N 0 N 0 N 0 N 0)O O c— O 00 N co, N 4 CD � CD O 0 O 0 O O N 0 ILO r- 0 N 0 CM 0 416 0 0 O 0 ti >_ P1/ z z oW� NF_ Uo� Ld Q 2 ¢ _0Oa=Q z Z Lu �co0Z =t- =z D z Lu J Q 0 2z� I..L z Z w IMF O _j z �- w Q UIL Lu DZz ~ ry • • Z C) OV O m z Z z J Lu N N LAST PLOT IDATE Feb. 9, 21 STRUCTURAL z p J DETAILS —MONO 12 (TYp) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6/2x8 WALL BEYOND i FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER I SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE —� ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM ^_� TONEAILS SPACED EVENLY V EVENLY EXTERIOR FACE OF BLOCK W LL S 1 1/2" 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 A I MAXIMUM11 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. \ S4 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 II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D �2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 0d NAI S 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL 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 BLOCKING (TYP.) -ROOF TRUSS FT CONNECTOR (SEE SCHEDULE) >TURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4, 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. 14 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / d e ^ $ •.a • ' . 1. ld ,. <. .E O d 8" STD. 90 HOOK 8' LINTEL BEAM W/ (1) #5 CONT, IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J 'mom im 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8xl6 C.M.U. GARAGE DO GARAGE DOOR ROLLER CONNECTION ASSEMBL' -. GARAGE FLOOR _ TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. Ia a8 a n 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, SFF �O�L iV 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 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 W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 GE _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. N 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d / \ �it NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT, STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA, TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.al (SEE SCHEDULE) /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 a a. LINTEL AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 46, SPLICE STAGGERED I/ �10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ 4816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON ('C c C P.T. ATE auwrwiv �r4 gP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10( ST J M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON / SP4 a 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 —, SP2 --i NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U �Z a 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. E. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL(jN� SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. UC ?X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O,C. MAX, B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " • .a a 2X8 P.T. BOTTOM PLATE uu 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING (2) 16d YOE 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 C 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING A I I - I V A BEYOND, PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. j N o J. _° ..: x...Z, rn N _- 1. V.h LO o 00 d k f ? n, <. .y� r z uj fy w 0 z Q to O L E o �0 N 7 N V -0-0- iv -O 0 �o 0 U- m t C3,�q 'N V w C)-N � 7W L 0O V 'a a W W (7 W w wLU w�_ W2��o z xz)2�O?0 u-00oU- Q Q z0zazL.Lzma oZO-�oom�j F Ho0J a � Ocn Wui W�U) = awWN J fA wz0wC JQ-p�U�a0w Q O= O Z) e tL a O u. F • N O O N OW L) 1� O O ac~n z I? J LL_ W Q � d M < < 06 z I— � W W �C) �O co CDCO � CO—— � 0 N 0 0 04 04 O N C) N CD N N O N O N O N & N 1 O O 1 O r 1 O 1 ap C1 N r A CD 1 N d- O � CD rn C)C)o rn Oo O 1 `11 L O L > r -:I O N O I (') O I -'I- I O LO O 1 CO O I-- 1 Z Z O OWE c: Uo�o F 0°wa Z Zw1Q ~ T 2 =m0Z V Z J Q 2 Z r-I a z z LL ov_jmW LoZZ Q Z � �QO Z g U v Oo m Q z z z W J wO NLAST PLOT DATE Feb. 9, 21 STRUCTURAL Z . , 0 J DETAILS SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLI('G @ 16" O.C. w/ (2) 16d NAILS EA. END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± z 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM @ 8 0 0/C. EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT ' EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '• BLOCKING ' END /Ir7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7HE ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 T OSB SHEATHING ATTACHED OS 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX 9" IF >9" SEE 10/S6 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C, EDGES TRUSSES FROM EA. • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS 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 WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR (2) 16d 7/16" OSB SHEATHING NAILS ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. x @WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SIDS SCREWS TO SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. TUBE BARRIER 1Od 3 4 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOTS O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" m PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 wit (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. StJ TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP r co coSEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION `° 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 111 (2) 16d NAILS -WOOD TRUSSES �° co 001/ 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 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 HE @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS :T+=f==f FFIF7 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 I SPACE AS SHOWN FOR 3-PLY) x @ SIMPSON SP2 w/ (12) 1Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 vvly I . u�r-°I wv�.l 12" EE RSH SCHEDULE OR ATTACHMENT X4 #2 SYP BLK'G @ 16" O.C. 2) 10d x 0.131" OENAILS EA. SIDE :ONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 1 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP WOOD TRUSSES II II II MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w la BRACING w/ (3) 1 Od x 3" AT _ EACH CONN. @ 24" 0/C MOISTURE BARRIER DND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'4' - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SIDS —I.ViV I. DCfiR11Vl,] — 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 WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 , CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Lu 6 w 0 I -v o d. 0 t d m o Q , C7 � o , � d w — — — � t o � o o I o � Cw'1 N! a �> NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLANrL AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. 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SLAB MIN, PSI MAY VARY PER d MUNICIPALITY c I-1 ' 6x6 w1.4011.4 I I= I I I —I I I —I I I I —III —III —III I I=T=III—III=I I III I I ° ° ° . ' . ° � .°• 1—I I I-1 11=III WWF OR FIBERMESH _T=1 I I-11 I —I I -III-III-III I I I I I d . ° ° A • a. ORN IELIF PhFIERIFOR fG DIST WERE Il;;®fR STtHD, so ((Sffi Dump) SM'X11S" CONIC. 11MOCK0111 f BUK. VO:VM#5 iRM C)iDHlf ... fRWL® SMDWZRUUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C7 LL 0 4"x4" INSPECTION PORT AT cr � EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE 00 -I-II=I 1 I-- ,II;-81 sTD. 90'HnOK (SEE DETAIL)•I (3) # 5 REBAR ON3" CHAIR 4" 1W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION J SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS !� 24" O.C. 1 st FLOOR WALL \ SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 2K ST"@116"G... 2'5C BOT.. PLATE V00(/// ATTACHED WAILL SHEATHING ((�j) ma (@ 6" C. C,. co H1mU®l s m BD11lM RBBG I VOW// SI (@ 4" GZ,, 2 ROM S'lf FEND SHEATHING TO )F BEAM OR GIRDER ATE ' O.C. • HRI�WS EA C HI W//4i 16d MILS; IWM EAA. IRL = TRLIlSS u IINISTAaUL ED PER im. M,I,9,QlIRIiIUF.I�y c I' S�IMIIFVI Hil£TAA� WN/((�) IIWAYNRII IU/K" O MILS; AAT EAA. TIRR M */ iMIIf11,. 4C" H fRE-EIfJG1NEEfR®ENEEDMIEW11INIKOHL= )OR TRUSS/JOIST FLOMTRUSSES 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: *USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. 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 FLOOR TRUSS °O SEE FRAMING WEEP SCREED o z PLAN • INSTALLED PER MANOR T � 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" 0/C FOR , IE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 15/32" OSB EXPOSUREi SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF L NOT FULL F HEIGHT SHEET C z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F F SHEATHING w SOLID 2x N C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X a0 C x w x 2xSTUDS Lu r BEYOND. _ SEE PLAN I JCD '\-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I rl rIiArinkl nIA/1nARA FLOOR CONNECTION B 3/8" "S" =NAIL 3/8" (@ WI9ASQ}IbifW 11ST RR,SEE JY/Sfi SCALE: 304'�= LG" SPACING fFO RAIMIFIGNIAaLIINF1LiGNI.. S 3/4" s 1/2" 1/2"z: I- S z 71`�I I 1/2" SINGLE NAIL EDGE SPACING DOUBLE •NAIL EDGE SPACING PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN r SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8) 10d NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > V-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.G. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH •� 11 .,•° d.°.°. e n ° . ' ` • I=1 I I —III - I —III III- I=1 I M I I= - ''I. ICI —ICI 1�1—I�1-1�1=I�1—ICI 11-III '—III-1 I I —III —III —III —III —I I �- I I (3) #5 CONT. ON 3" � I III—TI I —III III —I I I 8" V-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X sF �No FA�gN� 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 A " MINIMUMy AND END SPACE IS RECOMMENDED BETWEEN PANELS AT EDGEAND o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J J U) PENETRATE SURFACE MORE THANYa". Z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL O < uj @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. cq O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J o LL O ) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J > ¢ O N X 00JIn wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP 8 BOTT. co F � LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z w p p MEMBER IF GABLE END 'LL NOTE; 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 121 NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE O,o N0A N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT, PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH .d E d• ° M -1II—III—II—II I ° d ° -III III II (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END V-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 SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 u m i y �rcli `t � y' �} � 1 1 b`. F e Ji ; '�. °4 r5 � ' T4 l� Y �Si ° Itb � � 00 L0 � � ' k r x•h`a � o '✓ ' o Z t - CWAV G O ❑ W Z A,LO - n` W > O- 0 O N 7 � Ci ft� V 70 - _ A� t O Y/ B 0 _O 0 T�1 •� 0 o Q .N O� H w 0— C 00 E r 7W L 0 a Lu W LL ❑w U) wpH w~¢ ofm_,' W zD Z OQOU X-�Z�Z��❑ Q I- OfLuLu oZQ Cy oZo�oom=�Q wwv5�a!¢�0QQQWaowOwa Zwwm>V �Zo � ¢UFYIL w ¢ ❑ w¢ ¢¢woZ f O O N OLLJ I --I ,>�0 `M � Q � M Ln � (n Lf)W � W Q Ln zzvla j:e 00 — w W J� kD CO � ' 0 00 r O N O CDN O N O N O N O O N O N O N O N A N N 4 CD O O r- O ap CD O N O N O O O O r CD O ' v-- O N O O O O O Z Z O ❑ W O� a Uo� tq wI.-- Q �a -� 0Lu �=Q LoTT z ZwP Z) 1:5 .rrm0Z LIJ N Z fn v z � J �2Z � ,—I a Z z O�a�W �-- Q U) Z Z T-1 Z �Qp U Q OU o J z m S6J � Z z `� N NLu N LAST PLOT DATE Feb. 9, 21 STRUCTURAL z p J DETAILS —MONO 6 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO 1x4 1/2" DRYWALL P.T. TO PRODUCT PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 3 i!"' 1 X 4 APPROVAL FOR CONN. 1x4 3-1/4" LONG X 3/16" 4 1x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS FURRING ROWS 3/16" x FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" .C. & 4" T O.C.& 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETf,I L 1x8 w/ (2) ROWS 8d NALS II 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. _ 3/16" x 3 -1/2° 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 4 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" V//////// x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON 16" O.C. & @ L END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLYw/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 1-1/aff nPTA II X BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. 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 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2-0" SECTION A -A 8" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 114" MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON 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 THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. �,Ls 1/4" x 3 1/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. E N D PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 81, PROVIDE 2x _T PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" /MIN. OF START OF ARCH START OF ARC EQUAL I I 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB1 (TYP,) STD. 90' HOOK-t (1 3 +5^ NOTCH WEB AT FIRST 2 COURSI I—— IAPACI I Y = 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 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/z' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 WIT[IIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ; SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6'MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE 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. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3112" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS FILLED CELL PER FOUNDATION PLAN SR YP.) fHE :S I IAIAn/'%CnTADI C IAIC-rAI I -nnKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °DER TO TRUSS TOP CHORD hqN + + �ENOrH PLYWOOD SHEATHING + + BLOCKING AS L + REQUIRED TO SUPPORT TRUSS + SOFFIT + + / 2X4 SYP + EACH TRUSS / CONNECTOR / SEE LINTEL SCHED. � ENTER SO IT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") 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" D =� �EEI H=1 1=1 1=1 I gD. ° II-1I1=III-III-III-III D .D III-11 I-1 I I_ I -III -III= D III -III -I' I -III -III GRADE D p D L I III I - a CNM D z \' TSIN �N D (2) #5 REBAR. MIN. 3" lor 16" MIN. ol COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS QPP CZWPP:T n2 AND FOR SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" fr z 0 tL 0 W 11 U U) 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI OKTA @ 12"O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. y 4 FILL 1st 4 COURSES SOLID W/GROUT e: FOR OVERHANGS BETWEEN OVER 1 1/2" 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'-011 5'-011 INISH #5 BAR x p D CENTERED W/ IN TOP o KNOCKOUT/ N v CHAIR BLOCK MONO FOOTING_ D SIZE AND REINF. PER PLAN I I •D ° D a a AND SECTION DETAILS 14z o CLEAN FILL .D a DIRT D z Z. STANDARD o P 99 HOOK C1I #5 BAR IN FILLED CELL , ® t, b- ®e�® o® STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF, AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, EXISTING BOND BEAM. DRILL 3/4"x5" MIN, HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY II EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONIC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. c++..yy N N N , Lo 9 0 'ka•',R�' / garl co V I rib, Yy�l� _- }j jl� yy. Q -- 0 w rY 0 z Q /N Nan E co:lM o W L. N d N 7 cn V Q�� m � :E"' O 2 o U .�sW��< � L E W co ri tz,_ a -0 �LLI Uj W°W~XjwgY° F-2=LLzI-� z �0�UooJo CAW U Q~ QmX a°Jz�f 0z20olI.— C,)W°�moz LI, <zL�J - ZW< F 60O �Fn2- az o LL Q O F- Q W O O N O W ul I*.s > U) c:) O O Q LI) Ln J ILL V- W Ln r"o o- '_j Q i- Q O z �— z w �� d- CD •- 00 r 00 T-- O N O O r O N O N O N O N O O O Lo CA , 6 , ' O 6 ,0T;o 0p CV A N � 4 O � O & rn O rn 6 CD O OCD ' 0 0 � v- � O N O c� O 4 O u7 O O O � ^ , Z Z —Z O owv� W w�— > Uo�o -� 0 Q W = Lo z Z W i =m0Z Lu LO w Qz 2 Z r-1 Z Z LL W I\ OQ �z w Q 00 V IL Lu L z z z rl =QO F' ■ z 0 V o_ O O Z z Z LLI Lu CD 0 NLAST PLOT DATE Feb. 9, 21 STRUCTURAL z p DETAILS—RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). -nvir v— ivivi— ,vw 1, —J --iw FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: ;' = 1'4" 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. SIMPSON A LSC EACH STRINGER n I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS DOES NOT BEAR IN WALL GLUED TO 2x8 1k F SECTION VIEW "A" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2X4 CUT ON BEVEL DOES NOT BEAR IN WALL SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED - GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT ��rBEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER GLUED D NAILED 0 ALIGN FACE THIS STUD WITH OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND 2' 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 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ .' X 2 4" TAPCONS @ MAX. 32" O.C. SECTION VIEW "B" G.1� SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP z'N [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" SECTION D-D 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 6'0 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 2x8 SYP GLUED 2x4 SYP BLOCKING BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO FOR STRAP NAILED TO STRINGER FRAMING (SIMPSON14)1Od M/2" N I (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED---\ < 2x 2x DR FT S P DR FT S P 2X4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS C 1x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING C FOR DRYWALL SPACING B -,- L SECTION VIEW H SECTION VIEW H SCALE:' = 1'-0" E SCALE: 2" = 1'-0" -3/4 PLYV1 ON DECH --2x8 SYI AND N/ FRAMIP 2x4 DRAF' STOP 2x4 BLOCH C 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 rSCAB 2x4 GLUED AND NAILED (EACH STRINGER 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/4 X 2 4' TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 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 J 1 /-XI M UUINO I MUU I IUIN UC I f \I LJ (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" L JOINT _L TO OISTS) D NAILED AND 0 TOP PLATE INTO RIM BAND, AND NAILED TO 'WALL BELOW L JOINT _L TO IOISTS) 2X APSON MI I)10dx11 u _ POST LET INTO -OCK DE "ING ?X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES 21 3 SECTION VIEW "H" SCALE: 1" = 1'-0" , N 0 N 00 LID '9i u.. we 'ti^M1kr": mow/ L.L 0 z Q _W 'o °? U M N 4/ } V 70- rV) 1. J U O O , g O `- a a c U J .N 6 N E o co 0 ui W W �LLI C W p� wl-Q R'�J m�~ZO Z Q02�cnO�XcALLVOLL JO Q U I— ZpxQZ,LLo—zmo,�- < — IX pZZ U cy O O fn Z U)W�WOZpLJJ J JOa>ZYOZZLLoWolCL Q~ Wp�la---�wp�U�¢ OQ o 0 o¢Z �QLL 0 O o� _ Lor,�, � kD O o . o Q J LL W Q Ln Ce ce a u Q Q 00 z�l- w Luz J O CO r o0 r 00 r O (�J O CDr 0 N 0 N 0 N 0 N 0 N 0 N 0 N m O O 00 CDr N A CV d- CD CD r O d� O O� O O r O r N O O C) .o O L � r r O N O (,5 O .41 O vi O (fl O r,� ■> I..V Z Z O oWU) � c wU Uj H a Q 0Q.LU L ■0 ` Z ~ m 0 z go 1 2 J Q 0 Z� �zZ 00 Q L Z Z Z 2Qp ■ Z U a 0V 0 M� W � Q z z z w J Lu `� N O � N LAST PLOT�DATE Feb. 9, 21 z 0 STAIR DETAILS J 0 ��ua+uau�y��911 I � ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGHT = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 7/32 INCH WIRE PER ASTM A510 INCH SLUMP. MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 2. SHORE FILLED LINTELS AS REQUIRED, OF CONCRETE MASONRY UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG 03-0605.05 AND 03-0605.04 NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE REINFORCING AND GROUTING. MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. APPLIED VERTICAL LOAD SAFE APPLIED HORIZONTAL LOAD 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO + VERTICAL LOAD SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES • 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES, 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4, 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, 11. ALL SAFE LOADS BASED ON gIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PAREN'i � IESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAST-44we" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUS 2-06 8F16.0B 8F20.OB 8F24-OB 8F28-OB 8F32.OB 2.1B 8F16-1B 8F20.1B 8F24-1B 8F28.1B 8F32-1B 2'-SO" (34") PRECAST 2231 q30693719 05 6113 7547 8974 10394 11809 05 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 5163 6607 8054 9502 10951 605 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 5'-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 11160 1625 2564 3486 2818 3302 752 1 1245 1843 2564 3486 4705 37 6390 47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 1V-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 1 873 1254 1 1684 2193 12805 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'-$" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N. R NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 1 654 884 1092 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-<04" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-0B BRF14.OB 8RF18.OB RF22-OB RF26-OB RF30-OB 8RF6-18 8RF10.1B 8RF141B 8RF18.18 8RF22-1B 8RF26-IB 8RF30-18 4'-4' (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 1 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 18060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 12839 3402 3966 1167 2481 4567 6389 8060 (34) 7917 19 9311(19) Y-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 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 1 3129 4150 1 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 ^'� � � CAT.,C04" 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 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 E42 21'-4" (256") PRESTRESSED N.R, 125 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 C,,,zT,CRcm SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 < 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAM-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SF81TP2524 8F16 iT 8F201T 8F241T 8F281T 8F321T 8F8.2T8F16-2T 8F20.2T 8F24-2T SF28.2T 8F32-2T 2'-10" (34") PRECAST 19724460 5747 7034 8321 9608 19724460 5747 7034 8321 9608 3'-6" (42") PRECAST 15693547 4569 5591 6613 7636 1569 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 1 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 1 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 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113315 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 115115 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 (141 962 (14) 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 148 14 410 420 709 1050 1434 8 1694 8 1954 (7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 (131 626 13 767 13 909 13 1052 13 230 364 609 897 1224 B 362 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 162 222 347 1 W 1 546 12 646 12 746 12 166 261 1 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 (1 567 1 654 (1 142 230 369 531 713 7) 903 13 1046 13 22'-0" (264") r.,ESTRESSED 137 192 295 (10) 378 1 461 (10) 545 (1 629 (1 137 221 354 508 681 (7 861 13 997 (13 24'-0" (288") PRESTRESSED 124 1 175 267 10 347 10 416 10 491 10 566 10 124 200 316 450 600 (7 756 12 875 (13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-IT 8RF18-IT 8RF22-IT 8RF26-IT BRF30-IT 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 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7) 2442 6 2931 6 3257 506 967 1 1462 1952 1 2442_1 2931 3421 9'-8" (116") PRECAST 395 491 1 931(12) 1301 (15 1640 (15 1980 15 2322 (16 395 589 1 1135 1514 1 1893 1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 LINTEL PLAN LG ) 0 UNIT '1871- 1ST FLOOR PLAN 1 /411 = 1'-011 C!:) O POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE o ° iQ a C e C C n e 'o ul� O O U O O O c 8F16-1B/0T 8F16-1B/1T 8RF14-1B/0T O O O °a ,Q O' - C ° ° d ° c ° ° 8" PRECAST LINTEL W/ (1� #5 HOR CONT o c BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - O O ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° a - 1-1/2" CLEAR C.M.U. D 14 J = t;"''�' #SREBARAT o f- a ° BOTTOM MIN. (1) n LL U O ,; REQ'D C) m N zce 1O a 16 GAUGE POWERS6L'bo,rCyL STEEL BOXED �a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS 3, IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR 4. LINTEL DEPTH TO MATCH PRECAST DEPTH, ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS ¢ z � Z W Ln `-° O 7-5/8" ACTUAL 8 NOMINAL WIDTH TYPE DESIGNATION -#5 REBAR AT TOP MIN. (1) REQ'D -1/2" CLEAR C.M.U. #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP N CD 04 w 04 LO //�'ti.'� \.a f f may; ti A i;1FF a e c fiD LLJ C] A3 , F w 0 Z A, E O _W L7 -011 �N c M ♦I a Vi z r2 M c r 0 2 o O o a Q L U�� .N V Lu N L. co O E� Lu W (D W 0 L N LLJ Wes¢ ��J ��YzW z LL1n/ 0 w m 2 1Y Q V Q J�O�o:0LL00LL =(DXQ Z�LL�Z�00E- J U ('� O O (yfnwR.OZp200mZz (nW ELLLJ WWCA��¢ �J US O Z LL -��a>zYOZz'LpW��a Q�¢OLu LuZ� ❑a w g � Q ¢ p Y Z� pQ 0 0F¢� O O N W _O � (nN H "0 O C) M O CL J Li) V) LL z W Q Ln 1Y a a>-Q00 u z F- W w Jo CD DD O O O O O N O N O N O N O N O N O N LO N CA O O O , Op C) N A a N C 0 , 0 :O 0 G 0 O O N 0 OCD L > c- N 'co' 4 Ln CD I` > n/ LLLL.. Z Z O c: Wc)�> owcn Q V_o�o ~ O O- w Z zw=Q H ~co0Z H = Z r=I� v Z j J Q Z TI Z Z LL W I� Og2Z %_ "LOzz Qoo Z T� =QO ~ • Z Q U OU O m Sil. < Z z z w 1871 CDW � O N LAST PLOT DATE Fet2/9/2021 STRUCTURAL z Q J DETAILS 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)#5U (1)#5L;1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L'&'C' DETAIL'D' DETAIL'B'C' 2'-10" V-6" PRECAST (2) D4.5 WIRE (2) No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No.4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No.4 639 1167 1167 1152 1152 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 727 727 582 718 1 V-4" 10'-0" PRECAST 12) No.3 (2) No. 5 355 649 649 489 649 12-0" 10'-8" PRECAST (2) No.3 2 No.5 329 602 602 430 602 12-6" 11'-2" PRECAST (2) No.3 2 No.5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2) No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2) No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 (2) No.4 15'4' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No. 4 174" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No 4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7strand + 256 256 188 262 (2) No. 5 (2) N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7(i b strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 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 Aj'-s DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTELCAVITY [8x]II6-P-1L/1U] NOMINAL WIDTH) 1J `QUANTITY OF #5 BAR AT 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)#5U (1)#5L(1)#5U (0)#5L11)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No, 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST 12) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No, 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2) No. 4 1777 1777 1448 1766 11'4" 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15'-4" 74'-0" PRESTRESSED (2) No. 3 (2) 7strand + 1291 1291 775 1270 (2) (2) No.4 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No, 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-B" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No. 5 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 (2) No, 5 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 720 720 366 716 No. b (2) 7strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (i (2) No. 5 642 642 306 599 'Y "t DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL% r QUANTITY OF #5 BAR AT -1 I LOWER LINTEL CACAVITYS-SOLID LINTEL [8xl I6- P-1 L/l U] NOMINAL WIDTH)1J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 "1 U 10) L #5 1 U 1 L SOLID #5 (2) U III L DETAIL'DE' DETAIL'DF DETAIL'DE&'DF' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 24' 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" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4-8" 34' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2065 6-8"5'-4" 5'-0" PRECAST 2 O 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" 8'-0" PRECAST (2) D4:5 WIRE (2) No. 4 1000 1000 686 903 A "• DETAIL "DE" DETAIL "DF" DETAIL "DG" 0 0 TYPE DESIGNATION P - PLAN LINTEL/ rQUANTITY OF BAR AT S - SOLD LINTEL I LOWERLINTELCAVITY I [I/ '-8xl 6-P-1 L 1IU] NOMINAL WIDTH-' I QUANTITY OF #5 BAR AT jNOMINAL HEIGHT J UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#51-(1)95U (0) #5L (1)#5U (1)#5L(2)#5U DETAIL'E' DEfAIL'F' (1)#5L(1)#5U DETAIL'G' DETAIL'E' &'F' 2-10" V-6" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'4' 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 5-19' 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No.4 1921 1921 2035 2035 S'-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 1 1411 1319 1489 10'-6' 9'4" PRECAST (2) D4.5 WIRE 2) No.4 1186 1 1186 1014 1251 1l'-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'-6" 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 1 529 838 14'-8" 13' 4" PRESTRESSED 2 No. 3 () (2) 7/16 strand+ 1207 1207 605 938 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1095 1095 551 887 (2) No.4 174" 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) 7/16 strand+ 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116strand + 607 607 317 601 (2) No. 5 21'4" 20'-0" PRESTRESSED (2) No.3 (2) 7116strand+ 524 524 277 526 (2) No. 5 22'-0" 20'8" PRESTRESSED (2) No.3 7 (2) /16strand + 488 488 260 493 (2) No. 5 str24'-0" (2) 7(2) 22'-8" PRESTRESSED (2) No.3 No. 5 (2) No. 5 399 399 217 412 TYPE DESIGNATION P - PLAN LINTEL/ I' QUANTIFY OF #5 BAR AT S-SOLD LINTEL I LOWERLINTELCAVITY I [8xl 6-P-1 L/1U] NOMINALWIDTHj j LQUANTITY OF#S 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' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-O" 2-8" PRECAST (2) D4.5 WIRE 2) No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'4" 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" 7'4" 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 18B4 2371 1l'-4" 10'-0" PRECAST (2) No.3 2 No.5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-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. (2) 7/16strand + 1948 1948 1093 1591 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7strand+ 1774 1774 996 1494 (2) No. 4 (2) 174' 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 (2) No.4 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 (2) No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 (2) No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 877 877 501 966 No. 5 22'-0" 20'4" PRESTRESSED (2) No.3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 (2) 740 740 393 772 .r. y� DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT 5-SOLID LINTEL I I LOWER LINTEL CAVITY [8xl6-P-1 L/1 U] NOMINAL WIDTH J L QUANTI Y OF 05 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" 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 ##511UU(01LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK 3'-8" 7 4" 1 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1 4511 10000 9686 10000 4'-2" 7-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'4" 3'-0" PRECAST (2),D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'4" 4-0" PRECAST (2) D4,5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 455 ,�..1 . .�...z. DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P -PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWERUNTELCAVITY [I8x116-P-1L/1IU] NOMINAL WIDTH) `QUANTITY OF #S BAR AT NOMINAL HEIGHT J UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 6TH EDITION 2017 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 REIN FORCEM ENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2017, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 6TH EDITION (2017) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GRtD TOP SCHEDULE) AR (PLACED IN ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN " STIRRUPS AT 4'-0"cc bo m OR WELDED) Ln LnTOM BARS nSCHEDULE ti 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL-ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD)) 2" 2" 00 r 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7132" 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 A61a 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 DETAIL'O' DETAIL'P' (1)#4L(1)#SU DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'4" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'4' 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'4' PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 5'4' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No.3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 1 6603 4891 6909 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'4" 7'-0" PRECAST (2) D4.5 WIRE (2) No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 1 V-4" 10'-01, PRECAST (2) No, 3 2 No. 5 2699 2699 1959 2699 12'-0" 70'-8" PRECAST (2) No.3 2 No.S 2436 1 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. (2) No.5 2269 2269 1577 2269 13'4" 12'-0" PRECAST (2) No.3 2) No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 (2) No.5 1878 1878 1225 1878 14'-8" 73'-4" PRESTRESSED 2 O No. 3 (2) 7/16 strand +(2) 2413 2413 1338 1974 No.4 15-4" 14'-O" PRESTRESSED (2) No.3 (2) (2) 7 2199 2199 1279 1846 2) No (2) No.4 (2) 17'-4" 16'-0" PRESTRESSED 2 No. 3 (1 (2) 7/16 strand + 1698 1698 944 1546 (2) No.4 1174"4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 1348 1348 753 1330 No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116strand + 1023 7023 576 1121 (2) No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.S 898 898 481 947 DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P-PLAIN LINTEL/ '--I j' QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOWER LINTEL CAVITY [8x1 L/1 U] NOMINAL W IDTHJ J I6-P-1 L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)LS1;UU(0)LL SOLID SOLID #5(2)U(1)L DETAIL'DU DETAIL'DM' DETAIL'DU &'DM' DETAIL'DN' 314" 2'-4" Z-91 PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'4" 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 1000D 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No, 3 2448 7050 3434 6540 6-8" 514" 5-0" PR.ECASI (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 6'-4" 6-9' PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 91-8" 8141' &0" PRECAST (2) D4.5 WIRE - (2) No. 4- - 2158 - 2158 936 2036 LINTEL PLAN O O UNIT '1871' - 1ST FLOOR PLAN 1 /8" = 1'-0" 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 ) L (O #5 #5 ) U L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DEFAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (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 MIRE (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 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" &4' & PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 'r•; :'r•; .: ire',.• I.F DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (i) U (0) L #5 1 U 1 L SOLID #5(2)UIII L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-N 7-0" 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'-D" 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" 6'-V 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 TYPE DESIGNATION P - PLAIN LFEL/ QUANTITY 9F #5 BAR ATS-SOLIDL EL LOWER LINTEL CAVITY H H [8x16-P-IL/IU] •. +. `�'. Kd ENAL WIDTH) I WANTTTY 4' #5 BAR AT r•. �a r r!. :'+a :+ N01i➢�L HEIGHT UPPER LINTEL CAVITY DETAIL "DL" DETAIL "DM" DETAIL " IN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION S - SOLID LTNTTEEL LOWERTLINTEL CAVITY T [8X1I6-P-IL/IU] OMAL WIDTH J Itt OF m#S� CAVITY 01INAL WJ(HT TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8xl 6-P-1 L/lIU] NOMINALWIDTH] J `QUANTITY OF 15 BAR NOMINAL. EIGHT UPPER LINTEL CAVITY 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 4'4" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5'-19' Precast 583 1624 6'4" Precast 486 1396 7'-6" Precast 403 1134 7-8" Precast 392 1100 Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11-4" Precast 132 651 12-0" Precast 111 1 593 12-6" Precast 98 544 134' Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 174' Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0' Prestressed N.R. 127 24' -0" Prestressed N.R. 100 N.R. = Not Recommended �i I I N O N LO 00 LO a`1<`s Q e® ESQ, n r:';" } Z Lij a OX a.< - e "6 7 '. W i Z a /�� E W L `�' O } COY,) E •- ico 0 0 0 O D- 0 Q t u 6� u •N W Q! V C N ' � 7W �. 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Licensed Florida PPaeadonal Engines FtAPN9A69•ItA Ro[Walx GWIA Alesued-- Agrifor U- Aporovad to Use tnvaot addl g prvra.'.r iAddeL Numb-ZNNW Contract Farotaaerisa(e in.IdAll Outside NVNZ eR llrtml PMU= 1 aTharnw Trs Rter-Cf-aL.nd Anorelh-Aar Nominal 69MG;8&o}tre,rnill-T&quor, Opuryce 112131IM2t Ne, Yea Yaa WA CGmposhe Edge FibeaR15 Single Door (inswinvoutill g: x cxutFgunthon) b, Thermo-Tru Rbor-ClatsLp Smooch -Star Nominal 681130 a &quordlr§paa&qudl' Opaqud 1213t/2024 Np Yes Y. WA Ccntpgsd. Edge F b plans Single Data with {newln SIdeill aYO OxitOxC gYDdswl erg CWrfigurator V 3 q. Tharpr.•Tru Fibef-Citr ba.-69.:oulh-'etar Norrnil 8,59lEarn, 8que14'Bprallhrw Mt7irs Il. Yea Y. WA Cony-ft. Edge Final Dor>:<a lSLr:n w'uIh n MlhW i deiro ilnsornglGaaamg AX or OX.e,O arikl euret of 4 J. 711rme-Tru Flbar-Cl-liend Smooth-slar - 14-18R#,•+:+0&%-,',xpad&quol, Opngee I17P1112021 No Yas .as WA . Crrrpos. Edo. Fil.ralrg'ass Smgle Dan UnawingOM."g ap5ola60n) 5 a. Themla-TNt Flit -CI- 5i;and ztter0=31- NaTAaplOpo"V 1xr3112021 ilia 'YaE yes WA "orn Y,t Cope Fiewdaes SArgle Der with Sldel#e(sro dlnswinga0atswaxa Y17. OXa OXC C-flgdn[iMsi 6 f Thermo-7ou FiberCfe5#k and Smot#r-Srar Norma* 66tP..2.? 3w'rgtact&Q m Opaque 1MICO21 Ala Yes 1, WA C<.peal Edge F b.-glass Double Den waF n mil Sidelitat fln n ul3 trip: XX or OXXO c-tquratiarts7 u Th- m1a to Rae,- I-.'xe pd Smooth-Sr:rr 11 -r1 q$A39;8 &q d:inyacl&quo,. Glazed 14. Yn Y, WA Con l p . Fad. Rbtm3.'ass 3in91a Dopy Insw,n uIYNP X an5 ratio ( gAJ p gu & h.Therms-Tru Fiher-Claasl;:aM Smaah-Star Norrlfra154#696& ax lrrpaM&quca; C-aa2ea 92'31r20:1 No Yea -as WA Contitos=3a Edg F t�-p:ass Sm pie Door wrth AdaRa{5 0r1Wifl9K1 .:�.atg XO, OXp OXO ea111gurallon ) 3 r 1. 7harnra-Tru Fibe.-Oles#c apd'3rernal+:9ar P Narw of 9&A3 p day P-IrRlp f&q aq-� Ginned 1<13tr0.' 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Tflrma-flu F1def-Genii and Sm[ In"'al' Noryaial "39.0 Muot:In'paG&[.uat; Gai 12P311=1 'dio Yes Yes WA Canpeslte Edg lF barnir s D Me D.-Ith or wahotl slawitills('r _,nYs t aflfq; xX 91' OX.'(O x Uqumtlrn-'' Florida G16rierd of Business & Professional Regulation Building Codas and Standards Product Approval Application Detai I saLP t al r trsr2J24 EMMAU RA De" Data rMndirle rT eaVersion mwur&uw . comaa ErVlrisw i Ldcxlso Validated Ry -28niwd FBC ApproM &prate L3 Fr-yiaan 2020 1mert#its JCna Rdt7r-#a MiandI)h Ell •CFR MearnuDYdC U'CCO- VAL _IA2MM, 1G2612020 €1;24C'v2a App-vsad CangorY Feria- ':,book f94164W-0100 (7SSJ"151590 SubCanotil Sliding EYielld` Door Ass n"blies NoSvr+sR6�n5r1i �idC-.-C Compaals4 Alatrtmd: Carsaleagon F.kM a Llt3g Ora FLNti51.4t13 Prtaf,�s Quality Asat .. fipp pad W U- Appra+Iad for Use, hing-1 Mul SAW, i41¢dtectMe§da1 Nmo rar4Jar� ,-v CDntradEsmealirrxData tGt� canailleiavNz -lea 9 ueGD-657.(Larg€ °�-_'asme Impeorl Valid Sliding Glass Deaf 04714)t021 yce "i rs January 14, 2021 a] A I M "1 1 :4 A Ja ff 11, a V &S"T I R& & As required by i ! r Statute 5i' and Florida Administrative !i'" 11 i please provide the inf! r ! and approval numb- on building ! ! ! ^ ! below .they will be utilized on the construction project .. which you are pp ! for s Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IThermaTru 1 A. SWINGING Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 Thermairu Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +0.0/-80.0 psf 12/31/2021 B. SLIDING M I Windows and Dears Series 420 FL15332.1 - FL15332.5 40.0/-40.0 psf 12/3112024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton series 800018100/8200 #1105 8X7 FL8248.3 +31.0/-35.0 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1123 16X7) F 8248.10 +30.01-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG Inc 607 1707 727 747 and 847 Single & Pairs' of Doors FL11537.1 NIA see inst sht) 12/31 / 2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doers Series 185 FL17499.2 +60.0/-60.0 psf 1 /8/2023 POT Series 550 FL239.2 N/A 7130/2025 B. HORL7ONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.OI-55.0 psf 2/1612024 C. FINED M I Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4130/2025 D, MULLION M I Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 POT Series 5500 FL261.1 N/A 5/26/2026 E . OTHER 3. PANEL WALL James Hardie Building Prod- Cemplank Lap Siding and HardiePlank Lap Siding FL13192-1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/3112021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLA'YMENTS Tamo 151h Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch metal Comp. Off Ridge dents FL16918.1 - FL16918,4 N/A 9/9/2026 Florida fetal Products, Inc gent RV 10 FL2150.3 N/A 12/31 /024 Lornancol Inc DA-4s�1E ahust Vent FL17"202A +07.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile ,,, 9 Villa 0 - FL7 49.27 FL7 0.28 N/A 12/31/2 025 Boral Tile Saxony 900 FL7 49.16 - FL7849-20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" .Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Cann. see chart ANCHORS Simpson Strong -Tie see chart B. FUSS PLATES ITS/ Building Components Alpine Tiuss Plates 1-1-1999-1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board; LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3131/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5121/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/2 /2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be to t inspector on the -obsite- 1 co of the product approval, 2 available he i p 1 ) copy p pp ) APPLICANT SIGNATURE N N Fiorillo Department of Business & Professional R ulafflon Pape 1 cd3 (3)© � Building Codes anc Standards 2D2t 4L 2 0 0- Product Approval Application Detail (3)0 0 CZ - CL) tU � -(/� CZCU +J ,Ty, vw an M OaE§r$lusr corned 6apin4¢r 8lir7er'rss pill{ddatl lYa Yaatlat-d suEAalkrd FeC Atxf€am: Ayni d slelrss \�V U) Rcwso, 20113 Th- .CoiPrx.alRn -ewe,[glom L.Ym;kn F Schmidt, P` Ry.+ Il PE. C7r23R427 0Ifl 'J t_:-TV2b 1Mi IM2D Apo,-d Cafa9arY- Extasa boars KGifo -7978 PE-43409 (51317P- 55,5 SLoCatte)l %no ne Eitatcr Urfa ASs--nBBiIC= =,s sar4tharm§trtl.cC, L Connell soil Evaluation Reporearn a Fib AdA RC9#aar" kenkect or a Li- sed nudge m 0 � � 0 Pious oriel Etgrneer 0 LL F1.2�17A.RS aireatels O adeptly. AsSWante Anprmad for Us. Approved for, Use rimed Dal� CZ�- PrE Mvd4r awrlwr or Narna pt3 htei P+serlalbn -faltraca sxplrall-n D-le In FN14Z Oxrlsldr NVf(L- ReddaM 'rues Presence • - 4 e. Fhermu-Fri Fiber Classic and Smith -Star -:,:ci al 9c,#19;a &QW: knpau&ghat: Opecur Yes Yes WA ^� a lGade Edge rite rcass angle Cain flrl_Irg?Or,tswrng Xc Rgurrnian) r� W S� CL .. b. 1`rt a-Tru Fiber:. 0.1atlair: e,nd Seneon-S§ar Nen'a.l oath ;A guar lrnpad:�+.rlwc4; r^,T ouu 2fMOO:'A yes es 'r`0u NIA - V V (^ J 0 ICU CgnpePe Edge FiberilaxS:l troawith -� CZ l� ^Jldrhens)iVnswirgA7utawlurrg. XO OX a OXO cwrfl9lerNl-s) .Lr �,J � "'a., 1a r..Taira-Tru Fiaclr-flasomu and Smodh-Star Natality 8&#3g;$&gull:; knllarl&gabf: Oppmx i2ri1110211 Yes ._ Yes Icy,+@ so". penie Edge Fill Double Door with. a kl1i:90e1ae r (Inswrog'OWswing; XX on OX%C eanfl9uralpn a; 4 d Therela-7ru Fral nic and 5moolti-Sew Nornie el 6&939:0 MIuv; knpaeZitri r, Opaque "a1'2021 ye.'4 T'� Yea NIA d.;a Ip Edgy FrbarOlass Single Dp rr_ sr.prct swing, X a-figure:ioni 5 e. 'hxrma-'ru Fiser-Chile and 3m.5nt ,'m, 0`fflp. Al 5&934 g $pu"Anpa:cz&duet: Cp&qve .2r3.112921 Yet . e; Yes IVA. C- p Edge Fiberj.ass Single rkt[r whit E =:eEaj fursaatg uevYdng XO Qx.CXC -� A§aaN.ar aS e r. f.`tfPb^•TYY fiber -erase all aMeen•$tar NxI -sd 34�q:Q dgVIX MpBCtdg9IX: Gpi t7.'311;t(121 Yes '-`ft res NIA C pal Edge Flbe-aass Dputee D=v4h or w-lh-t Si ldas (Insvrvtg'Culswmg. XX . OXAC uq,Aahans; g. Thcma-Tru FacvClaasK aria SsRoatn•Ster 5lr5'ul ` #39;8 dqua;knpatr&quo: OLroxed 2!21 rtv29 yes -. �. res WA Canpo le Edge Fititfglaes slnglu Dorn iln's vin living XcarfnyFaraliom) 9 h. lrhanra,rN Faber c'll and Smveth-sur t1wIft 6&s39:8 &qua; knpact&qua: Glued IZ.1i OU21 'Yes Yrs res. n1VA !%lVeasua Edge Fbergass Single Door Rh V ale14a(s) (oirwIr-10utsw1r9: XO. OX a OXO F a send i"St. Non.and 68#39:8 editor; knp4IX5.gWad: Glared 12r:ilR pl Yeas Yt Yes TWA Corl Edge Fibergase 1009111 Deor withr or ethous xx ar OxAC Ctnkgural'i fig j Th orna-Tru Febm-Casseo and 9-th-Site Nlxrwse( 0"W,0I &quoC:,knpad&grrof;. Glaaed 12f. IrV21 Va. YOa' Yes NIA CwVmfte Edge Fiberglass Slagle Darn talswMgCAuiswltp; 7( 4cnflguradon7 41 k. Therf-Tru Fiber -classic end SmuAry Ser tsrYal5Aa9&;d&¢uai houeddq.ol Gwen 12�_IYL`n2'1 ye, Yea Y.aq NIA On'npnsh. Edge Ftbancrin Single fl-,Mh 3.delrtlhai Irnswkng,10"wlrlg. XO. UI(Of OXO fl0ur�ns) . 12 L ;'I1�rna-Tw nbcvr-daasie and SmaYrIar rat+lid tr i35d1 dp d,argadeq-; Gisaed '._I,'-;e2M Yes Yes Yes NIA * -v. eeitt Edge Fbargess Double Dan well or out Wall (In Anin¢cerbiatng; IOC W OXxO , 13 in, Tnc:n'ei FIbel Classc and SMXM aw Morniped GU39ie &gV*:Ia"Ct&qua; Opaque Yet Yea Yes WA Conposhe Sage Fiberglass SIti Door with Mquiti;N- npaetill"l sidelketo ralarlarg'OutsdI x0.OX n oXOcapaguratafay 14 it harm:, Tru Fiber-G1essic and Smeofitilar Nee l 88#39;$ &qua;hpad&glsot; Opaque 12Ss72021 Yes Yes Yes NIA CtrrpOtita Er)ga Fiberglass MONA Doll.0, gqu of:Nan4trlpea&qud', Sidelles (InsennorCetasrung; 0x.XO ceprgunkdn7 15 el, Thermal Tat Flb.r-Clasplo and Srrxoil�slar trForrAsnl Lk1C39:0 .TQma:kmtiwwTldB'qu&; Ormque 1213M Ai'I Yet Yes Yes WA CA,mgp£ile Edge Fib.rc,uru Single Ek- wdh &g2A:Ngm4mpara&qWa'slaellararo LU fata+wing.Guasu'rng: xO„ OX or QXO carlgotertionin 16 p-Therma-Tn§ FlbWAitste and srnb0th�•9tiv nonorlai 54939;0&qua:,krpabrSQwX. Optima 12rp9.�lia'021 Yea Yes Yes rl"A Cowell Eta Fiberglass Doubts Door Wh sail N-4mpad&gull, Sltldlas ib pV yqulswh a r<�>U'a oatlaentiara 17 q ha ma Tn F,r-12es#c and Smoo74prar N :al SalSgtld:Non•(mpactGq d; Opaque 1213ir= Yes Ye: No WA 0aeposhe Edge Fabealass angle Der (hlswing,rOu[swirg; X conagrndutn) 16 r. 7h-t,7ru Fib -;:lank and Srludx.n-Star Nantral 68939:45 &qud:N-dllpao[&®.Ir'*, Opaque 1213"W21 Yes Yes No NIA r argfosde Edge Fibili-q s£ingle Don wfh Sidel'Ita(s) rinsadrrglOurswing; x0, OX or OXO nor all ... 1 cps" 19 s. Tharnta-Tru Fiber-Citil and S'n<dln-Star Niardi6&A39:6&qud;lMon4rpacr6auai; Opaque 1ZrJTa0`11 Yes Yaa No N(A Coraposke Edge Rberfpass Double Door win o wthr$tt Adds (InsaingrOW9.ling: XX tr OX IM oa lcursll=Cfls; 20 i-Thy-Tru Falb -Classic and Smmth.Star Neal e8a390 &qua:Nonampaet&q.a: Olwque 1213te2021 Yes "as Na NIA MCn -ft. Edge Fdb roes, Single Doe :tr O,,u(--Ana Xc tgurelio 21 u. ZlAcma-Tru Flb.r-ClaSsictlSn-In-Ser oaf 84#3&A7&grud;N- IrV,t.:&Sd; Opaque 1211TI 21 Y.. )r- No WA COMMIT' Eage Fiberglass Single Darr vith gdellte+' XO, 0'IC Oe O.{O "-� 6guml�tA 3] 22. v Tltarmla-Trit F bCr.C:1sa41C and ftwxrSirr, iVzrW01 bNNWrd$'CN'dQNCN9.•;IrcholloltlV;'f„1pe.we 1."'„f',� ,f2Q,'�B Yes 'i'CK rt4 NO,, Edri*'Flbu'pI1aa ICYxwsulile rkw wJu If 'u:il#Y u4t Ykdla'ttp§+N QIn thMll'11INC;ua 9"warlrY fi n'd(or Mxo don (tggrAl l cF,al 23 wThnnrta.7ru Fiber-Clanlaand I rmoorri Nwnt'+al d9olmia &dpioCt!'-•Irmp�aml,& d! Glazed 12YS§C20i1 Yea 'Yes No FU'A CWtposta Edge Flb4rolass Sindle Door InswingsDutsw#ig; x cma!,7lxetign) 24 u. l'harrre l'ru Rib., 101 sic and amudrr57ar Nef+arta16#6 &akudl;flas•InyzacE&pill;"hood 12:d+1L021 Yes Vas No NI'A C tatCAh. Edge Flbeerglaas `uY' l roar with s*elw') 41nswinia4un wing: X0, OX . 050 caraguralms) 75 "r mennia•-rd Flher•CIa"'a and "s-Star "-*I O&Am:c alpornl-•Inpaemnitot; Glared 17r314n171 Yea Ye4 N. NIA Cstpoeke Edge Fiberglass Double Door win or -thout &dallies (InswingA]ulswing. XX o, C)(XO - firl rdion ) 25 e. Therm-Tru Fiber-Clasticand SnY=h. ., .��al J$�10 &O"IMN--IFpacr&quat: ulaidc 121T_%9?1 Yea Yrs N3 NIA :eggnpaelte Edge Elperg in Smye Doer (tISNIngKiutswaq: X conllgumncnl 2 - Z-3-`.nee T• Fiber-Cll and3n,-TStAr r-al Urv35;0 epla.Na1-IR1pM(RryrIX; GI.Z.0 12(3'12021 Yes Yrrs Nd NYA Gtrposhe Ern- Fiberglass atri* Do , wirh FX.de t.to (ilu ving+G rriwing: IOC. O%or Or.9 cpnsgaraldo.sl zD. Thmrnn-hn Fibur-clsmIl .dSo dlhdtar Ntean.l 9$fl39:0 &.qud:Ntn-Impxa&q clezad '12r3!rz0.2.I Yes Yon No Nrd" G.mpueln.re Edge F bas'pllaas Double Ise wrN n %rri Seeps (Irlu4'InyOulmMng; xX or CKNO caefigumlims) Florida Department of Business & Profeswonal Regulation Building Codes and Standards,srroz Product Approval Application Detail Page I oa3 Val l9 Tie Manumaww ' Center,(' Eliginev a Lloawa vattoow by - Validated ktAbruipad FAL-Apiri Aup'a stm(uro Rio I*Ia t. 2020 Tharrna-Tnf CO(Porab- are" mWrsen Lyndon F. Samadl P.E. Ryan 1 Kies, P.E.. 10M Y2D20 07ff2r D20 g7Y3C2021) 1011312720 Approcmd Cat-9aY: Ed ror Dear i901)) A43761k, PE-4"NA09 - li13179f-lM5 SubCatagorY: 4Ninil Erterin Doer Amrr6llCs tjasgarsdn�ln<dP1atN.00 C4rnpilarxa Mahan, Evaluatl- Report hems m Flanda Regidered A, hil-1, ore Li-ted Ftrnda Pidreas4ta l E,dl FI_#ZQN 1-R5 Pulaq s QuiAyA.sar - Approved for Uee Apare-d!tar Um Innead lgaillan sod a Rd d M1�dal. Numbw or Hama gaaud DasErkliAn &d t xt Eagtiaifan Daae 1n HYRZ Ou s d X R L Realst.qt Prgswre 1 a. TntrRYA.Tnf Ftber.Clauic and Srnoodl i<nirtal66#33;66qud:N--Impwct&quQ Opa@fe 17r'311z031 No Yet No N/A Corrsir.dAd Rd3e Fibagla. 9mga con tln$mn, outswing; X cnAigurabon7 Florida Department of BUSlness & Professional Regulation Building Codes and Standards Product Approval Application mil Page 1 .12 tiafaa2l Code . :.. Erri or - Date Date Dad- Inandi Man y-arelign center. Enardur&, License yaadakad ay loaiidatod 3mtodxtld Irm-Artaureii Approved agents rorl �llrraen 2020 I wtnddw send Dears abant ulfimgtr Lul a Roberto Lamas Stir MIT" PIE 101O U2020 10OW0�213 Burr' "Ott Lvl 20 u;,m°I A,ppr.voed ; uor ignl I" 'E§1 rot rxerr'§ (7171 3II, 9„',IN, pE 17f SUaCar ml Slldiing E R.rlor Dolr AsaernbIl©z bsim,ngel-orrod.cdm Comoden4¢ M4111041 EVeldalinp Real rrom a Fipdida Rogis1 r d A,,,haed or. Uaensd d Florida pr tbislt%1'al Engeneer F111633S.e6 Waatds Quaky Ant -once AAm-d€ f. use Apr, i tx Una i rntatei D.Ar nn Sam ltaftld slgdel. HuMm Or Name $nAali._DesrxlpHrxl C.mlrOctLrvlrattvn-Dale lu H � Fni(4Z l PreasAln `- SEFRE^a 420ALUMINUA" SGD SERIFS 4.0 ALUMIN UM SGO OXC I?d31T21J24 No Yes NO N.rA 145-,V43qudx864q,aol NON-REINFORrED 2 ;MFS420AiU4INUVS0D Se. -'ES 420-LOA N UM SCD OX, X0, XX IMI/2LQ4 No Yr;s He i.VA &gtMK-zSGs4ucV: NON -REINFORCED 3 SER ES 426 ALUMINUtA SGD REtiFOR(,ED gGq a 42r+ALLIMAINUM SGD REINFORCED OXO 1WV2024 Na Yea; Na WA 4 ER1E5420ALUMINUTASGDREMFORCED :,ER'EU420ALVMINUM9GDREItAFQPCEDOX, 1ViIP024 No Yes Nd WA xO xX Se&Q ol'AlI qua 0 S'ERIE:S 420 ALLiMrNIJ1A SGD REMF09CED a ER ES 42o ALUMINUM SOD REINFORCED W7 1i131i2024 No Y" No NIA '143ntquaarl:xiliA&CNa: Florida Department of Business & Professional Regulation Building Cods and Standards Product Approval Application Detail Page 1 pro tPP21 ginkF.nfkv w -. .�84 D" €Fade Pmu yl 2012 MW YlItslds FdlatnexB upon" BubldtMd FOC AMED19 &MEM" ,•stmug R.Vaiom 2320 r-aYne-CaRrm a dlWrAm of Oveneac, Duos lueayne, Kartsn John F. Scares .tallf" P. Arl P.'e'. 10MMD20 09 Sri*24 i P2C2t 111W2020 Apprdel Corporation d39017�'-a921 PE517?7 {9A4, 9?13200 Cangpry: Evian., C.. dkomlahlgi alno-dae-.c Subcaltaill wealpnN E(INIdf Ditpr AIWOMlRs =ter Gumggerea Mtd§adt E"I' llcn Report fran a Fl "a Raaslefed Ardekent oa LIvensec Flonst F at�.a°a�t01 E. pinasr FLr249-Rrlf1 prnrkteks Aaelrawad rx Ursa Amramm! {gr ldari Imm gift 215Ulkodud tlada4 Nttn'rl'1-Y dY WAIM PVbaikCl S`AbaCl'IWtlbri ('1 EVnirgpdaCi Db0.e �(,t,Qu elda N"UaiXRigniftint e'er ] ,1rmyi6',b50 aN'105 at"';kia'e wiMee7Yi 14&G:ia', IM ne.gitt, Oaeing 11121t2g`,t3 No Kvt Yes %51.I1W_2!i4D avalatile In top orinteim:dialC sechon. 14 8Q44s"3100d997t7 #1123' 16tM; Max wlrin. 1403% F4er hdghl, 3keng 12VSi12023 No 'yes 'Yes +,'W341c23.60 ar211eDrC In top ar Intermediate seedon Cn L. (D �a i Cif 0 0 e< 0 "alliali-i CIO En -0 F- F- 0 i..l_i Q W 77 J SHEET NO. 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PA 1.1 Flotilla Department of Business & Professional Regulation Fagr r ar ¢ Florida f�partmarrt of Business & Professional Regulation r to i atz _ Florida C.Se{�trinRent of Business & Professional Regulation eaya u of t Florida Department CD ICU M 9 Status ApprovalApprovalDetail Application Detail Product NO & ow r_-. wt .,ells � � rats Data Lyatm Pendisroa [kl'WM MCPO gilit barging Appropead status Doom a r Use < aA1lLaty Assurance AnPfoyaQ for Use AnariYded for No lG'am�acta Plane t;J3712(Y`14 Yes Yes CUpUeetea MMhad Cora=rz• n Mark C/) > C- C) 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 126012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12-f-30422020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/1=020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/301'2020 1 70=3 0 For di talks to all 88T approvals listed Frr di-t finir. t.aQW31- appiroals ifsted beow, gj]�?�t[g EN"62M For direct links to all 8ST approels listed below, CUCK V4ER7_ For •diriiir links to all SST apier"hiii listed below, Cwgj�H (3) A For additional information niqlandrig Florida's Silarinvide Proi App rw�al Systerr end 101arni-Dade Courri Notice,of Acceptance lN0A), �Ltj��ER For additional inforri-pron regarding Florida's Statewide Irroduct Afp�,at Systern and Miami Dade Couirtty Notice ofdoceptisnoo (NCA�, For addioli infumativ regarting Flondri's Statewide Product Approval Systerr and Miani-Dade Couri rlotire, of Acceptance (NOA), LLLL2ghM For addlonal infoirrolon regardi Flori Stistear ProductApproval %stefir End Warini-Dade Cki Notice clAcceritanibe ONO A (35 FL#23W--R7 li Q41 H EL91 992k 11 HUS, H USC series hangers Face -mount hangers available in widths ranging from 1 -51AV'to S. M 9/1 e" and heights ranging from 4-5116" to 11", Concealed flange Seg# Product Model, Number Name Product Description �aqg # Proiluct Model, Number or Name Product Description Sea # Product Model, Number or Name Product Description version (HUSC) available for models having width i to or 70 _0 1 Titan Stainless Steel Co- ricterte & Masonry Screw (TT 1-SS) 114" diameter Tien stainless steel masonry screw 1 A2-I, A23- A33, A34, A35, A44 Angles 1 BT,BTB,BTH SickTies. greater than 3.9116' L-- (3) 2 APA211, APA4, APA6, APVA21, AP/Aill, APVA6 Outdoor Accents Angles 2 CMST12,0MS;T14, CMSTC16 Coiled Straps 12 IUS series hangers Face -mount hangers available in valths singing from 1-718"to 3. 0Q may, 3 AP944, APB44R, APV866, AP966R, APS88, AP988R, APE11010, APB101OR, APV944, Outdoor Accents Post Bases 3 CSV, CS1 6, CS18, CS20, CS22 Coiled Straps 5/8" and heightsiranging from 9-1114' to 16' = 0 FL#9589-R6 APV844R, APVBW, APV266R, APV888, APV885R, AP11BIO10, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3 25-308, LGL113,63-SOS, LGU5.25�SIDS Face mount hangers (10 +` -a 4 APDJT2-4, APOJT2R4, APD.1-12-6, APDT2R-O. APVDJT24, APVDJT2R-4, APVE),JT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompreissianiTeision Strap 14 Li LU26, LU28, LU210 Face -mount hangers % 0 (U 0 > Sea # Product Model, Number or Name Product Description APVDJi 6 DSP 5SP, TSP Stud to Plate tie 15 LUC26Z, _UC21OZ Face mount hangers S2 -0 E O I SID10112DRI; Outdoor Accents Corrinernor Screw 5 APHH46, APHH46R APHH610, APHIHBrIOR Outdoorko_-onts Heavy Hanger 7 Hl, HIOA H25A, HS, H6, H7Z HIS, HleS, H16-2r ti Hurricane Ties 16 LUS series hangers Faroe -mount hangers available in widths ranging from I .911 6" to 4. cf) (1) (3) -1.- L 2 SOgI 12, SD921 2. SO, 01 12, S)l 0212 Strong -Drive SO Connector Screw 6 APL4, APL6_ APT4.APT6, APVL4, APVL6, APVT4, APV-16 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, I-9T-3, HGT-4 Heavy Girder Tiedown 5/8" and heightisranging from 3" to 10-15116'. U) Q 3 SD9112SS, SD-9212SS Strong-Ci SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, API-1-11210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3_63SDS, MOUS-25-SDS, MGU5.50-SDS, MG,;5,62-60S, MGU7.00-SDS Face -mount hangers C 4 SDCF22434, SDCF22_512, qXF22614, SMF22700, SDCF22&lk, SDCF221014, Strong-Drilve SDOP Timcar-CF Screw a BVLZ Brick. Veneer Ledger Connector 10 H-5S2.SD5I,5, HS52-2-SDS3,HSS2-3-SDq3, H5S-50i Heavy Stad Shoe 18 MIU series hangers Face -mount hangers available in was ranging from 1-9fl 6" to 5- U) < SQCF221134. S-CCfall 334, XCF271958, SDQF2T2358 9 CBT11, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 1/6" and heightisranging from 6-15116" to 19%112', 5 SD,CP22434, SDCPi SDi SUOP22700, SDCP22858, SE)Cb22912, Strong -Drive SDCP Timber-CP Screw 10 CJT 3Z,, C_1T4Z, CJTSZ, C JT6Z Concealed Joist Ties I) HTS1 ii, HTS20, H7S24, HTS2E, HTS30, HTS30C Heavy Twist Strap 19 IVIUS28, NUS28 Face -mount hangers SOCP221100. SDCP221134, 3DCP271400 11 DJT14 Deck rcnst Tre 13 HTSQI6KTZ, HTSQ,20KT2 Heavy TrMst Strap 20 SUR, SUL, SURG, SULC series hangers Skewed, face -mount hangers zrlailiable in will the ranging from 1- 6 SOHR27400, SDHR27614 SDAR31400, SDHR316- 4 Strong -Drive $DHR Combo -Head Screw 12 US Dry wall stop 14 LFTA Light Floor Tie Anchor 911 V'lo 3-9/15" and heights ranging from 3-111 O"to 13r 7 SDS25112, SOS25134 SDS2:200 SDS25212, SDS425300, SDS25319 SDS,25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 F('4, FCC Framing Clips 1 E, I-STA9, LSTA1 2, I. STAI 5, I-STAIS, ILSTA21 t-STA24 LSTA30, LSTA36 Straight Straps Concealed flange version ($UPC, SULC) available for all double SDS25500, SDS25600, SIDS2680O 14 Fy`1AJ,4Z Founcation Wall Angles 16 LSTIi Lo-TI73 Straight Straps 2X and 4X modeii only arcute flange is concealed. 8 SDS251 I?SS, SDS25200SS, SOS25212SS, SDS2530OSS, SDi Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Ang1les, 17 LT 820, LTB40 Bridging 21 U series hangers Face -mount hangers available Incidths ranging from 1-91161' to 9 SDVVF2718t SDWF272O, SDV%F2724, SOWF2726, SD%MF2730 Stiong-Drive SDWF Floor -to -Flout Screw 10 H2A, H2.5T, HA H10A-2, HIOS, H14, HGAIO Hurjone Ti 18 LTS12, LTS10, LTSIS, LTS20 Light Twist Strap 6"„ and heights ranging from 2-5/8"Itio, 11-1/4'- 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header hangers 19 20 MGT PI USTV, IvIi MST63, MS31-72 Medium Girder Tiedown Straight Straps FL#110007438 19 KBSIZ Knee -Brace Stabilizer Zt Mli NSTA12, MSTAI5, MSTA18, MSTA21, III MSTA30, MSTA36, MSTA49 Straight Straps FL#1O-Ws R6- 20 L30. -_50, L70, 1,90 Angles ZZ IVi MSTC40, FASTC52, IIISTCOG, MSTC75 Straight Straps §W Product1qg1L_UMbjE 2E Nilmg Product QesaaoUW 21 LCE4 Post Cap 23 MSTC4853, MSTC6683 Pre -Ben, Straps AW Product Model. NgMkg[ or Wilgle Product Description I ATR318, ATR112, ATR518, ATRY4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 hi Iii MST148, MS1160, MST172 Straight Straps 1 BA series hangers Top flange hangers available, in widths ranging from 1-9116" to 7. 2 ATU05, ATUDi ATUDID, ATUD9-2, ATUOr ATUD1 4, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Acrl ustat bler Stair Stringer Connector 25 011TS12, IVTS16, MTS18, IVTSX, MTS24C, i_ , IATS30C Mad iu in Twist Strap IM" and heightsiranging from 7-118 W 3V% 3 03n/8-2, OPlIZ DPI/2-3, BP513-2, BP5(6-3, BP3/4, BM/4-3,13PRTUD3-4 ScarIng Plates 24 LSGJ26 LZ, LSSJ26Fi LS.SJ28L 7, LS_-I28RZ, L--SJ21 OL7 L&-,J 21 ORZ rietcl Adjustable Jack Hangar 26 NCA200.12, NCA202-12, NCA21r8-18, rrA200-15, NCA202-16 Bridging 2 DGBF series hangers Top flange hangers available in yodIns ranging from 3-5)8'to 7- 4 C1,ANT8, -INW1/2, CN<7V518 C41 V314. CNWW-112, CNW314-518 Coupler Nuts 25 LSSRI.81, _SSR2, I LSSR2.37 LSSR2.,1z,6, LSSR210-2, LSSR410 field Adjustable Slop eable,(Skewts be Hanger 27 RCW6 12, RCVVB 14 Wall Bracing 1/8" and heightisranging from 9-1/4tc, 24". 6 CTUDW :TUD65, CTUDW CTUD75, CTUD76, C7UD77, CTLID87, CTLID88. CTUDW, Coupling Take -Up Diso Ina 26 LTP4, LTP5 7 re Plates 25 RP 18, RPS22, RPS28 Repair Plate Strar, 3 DGF SenilES hall ga-s Top flange hangers available In wd!hs ral ngin g from 1 -1 /Z'to 3- Z GTUD96, wTUDW 27 ki1_23ZP111-24Z, ML,6Z, ML282, NK.110Z Angles 219 RSP4 Stud in Plate Connector $15" ands heightisranging from 7-114'to 24�' 6 N3, N4, N51 NO Heavy Hex Nuts 28 MMH8 Roof Tie -Gown -S-- SP1 , SP2 SP4, SP6, SP8 Stud Plate Tie 4 DGHF sales hangers Top flange hangers available Inwidlis ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUDS, RTUDS, IRTUD7, RTUD8 Ra"etring Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and reightisranging from b-114" to 24!'- 8 TUD9r TUDIO Take -Up Device 30 MMLL126, MMLU262, MMLU213, MMLU28-2, MMLU210, MMI,U1211, MMILU13119, MMLL8311 Face -Mount Hangers 32 S51,55 -1-12-5, $53, SS4_5 StudShoe5 EGS, EG7, EG9 series. hangers Top flange hangers avaliable in vvidths. ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC,RBCP Roof Boundary C lips 33 5T9,5T12, ST18, ST22, SI 292, $12122 Sr2llt, Sl 2215, 81-6215, 8 rOZ24, ST6236 Straight Straps 7/8" and heightsiranging from 11" to 32-117'. 10 UIRS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 24 TR220, TW7, T830,7936, TB42, TB48, TGS4, TRW, TROD Temv0n Bridging 6 EGQ set" hangers Top flange hangers available in widthsranging from 3-5/8" to 7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 IRTC-222, RTC42, RTC2Z, RTC44 Rigid -ie Connectors 35 TWBIO, TW812, TW81 4 Wall Bracing 114" and heights -ranging from 11 11T'to 32'. Z 12 URS5 5/8" Uplift Rod Run Tiedown Systern 34 STC ST_-T DTC,HTC4 TrussClipsits VGT, VGTR, VGTL Variable Pitch Gi'der Tiedown 7 GLS series hangers Saddle hangers availablee in widths ranging from 3-1/4" to 6-719' 13 URS6 3/4!' Uplift Rod Run Tiedown System 35 TY-37, T JG57 7 miss Jack Clips 37 I'Vi 06, V13106C, Wb1 26, WEI 26C, WB1 43C Wall Bracing and heights ranging from 81rZ to 28" 36 Z2,Z4 Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heightisrarging from 11` to 37'. EL01 Q441 -li FLJj 0_531 -R& 9 HIS serieshangers Top flange hangers available In windifisrsinging from 1-9116' to 7- I"Ok"7-U 1/2" and heights ranging ging, from 8" to 50" Jq_qJ Product Model. NumborName Product Descripi jllg4, 2rtoduct Model, Number or Name ProductDoscription 10 HOLS series hangers, Saddle hangers arvailAble in widths •angpng From 5-114" to8-781" W I DTT2 Hold-down seq # Product Model, Number or Name Product Description 1 C21-12.3745: CSH2.37x7 i 1;BH2 37xg,75 Concealed hangers and heights ranging from 10-117to28", 2 HDC1014 HDC10,122 Hold -dawn 1 AHEP Adjustable Hip -End Connector 2 DU, CHILI. DHUTF series hangers Face -mount (DUI, DHU) and top,flange (DHUTF) hangers 11 HOLT seres hangers Top flange hangers available In wrilks ranging from 3-1/4" to 8- 3 HDQ8, HHDQ 11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SD33, DSCSR-SCS3, DSC5L-SDS3 Drag 51,rut Con nations arvailable, in widths ranging from 1 -R'W'uo 3-9116" and heights 718" and theightisranging from to 32'- 4 HDU2, H17.04, HDU-,, HDL)8, HNJII, HDU14 Hold-down 3 GPIC Gable Brace Connector ranging from 948" to 23-15115", 12 HGLTV series hargers. Top flange hangers available in wirlihs, ranging from 3-Vii 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCPI,81, HCR2, HCP4 Hip Corner Plate HGU3,63-SOS, Hi3U5 25-SDS, HGU5 550-SDS, HGL5.62-SDS, HIGUTOO-SIDS, HGU7 25- Face -mount hangers 1/8" and heights ranging from 147to 33°'. 6 LSTHDi _STHID8RJ Strap -style hold-down 5 HFIRC2-2, HHRC42, HHRC42-2, HHRC4tI.81, HHRG44, HHRC5.2513.25, HHRC5.37f3.12. Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available hinwricift ringing from 2-5116" to 3- 7 MASA,MASAP Foundation anchor istrap, HHRC66 4 HOUS seats hangers FuQu-mount hangers available in widVs ranging from 1-318" to 7- 911 6"and heights ranging from IV'ro 26". 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC1 81 - HRC22 Hip Ridge Connector 3 318'and heights ranging from 6-5/16" ro 12-7,18"_ 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PAI8, PA'23, PA28, PA35- PA51, PA68 Strap -style purlin anchor 7 LRU25, URU28, LRL210, LRU212 Rafter Hanger 5 HHGJ5.25-SDS. HHGLJ5.50-SDS, HHG-U5.62-SDS,HHGU7.Oi HH3U7.25-SDS, Face -mount hangers 3-9116"and heir ranging from 5-W'to 13-10 10 PAI 18, PA123, PA128. PAI35 Strap -style purlin anchor 8 LSI LSSU28, LSSU21 0 Light 51opa bleJSkewuble U Hanger H1HGU9.CO-SDS is HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1 -WI6'to 5- 11 STHDIO, STHD10RJ Step -style hold-down 9 TBEA, TBEO Truss Bearing Enhancer o HHUS20-2. HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HH1,65,50,10, Face -mount hangers 1/2" and heightsiranging from 3-71IT'to 15'. Concealed flange 12 STHD14, STHD1 4RJ Strap -style- hold-down 10 TC24, TC28� TQ28 Truss HHUST25/10 version (HUCTF! available for all models having width al"altoor I 11 THA29, THA213. TRA218, THA218-2, THIN222-2, THA413, THA418, THAC41 8, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULCserri hangers Skewed facia -mount hangers available in widths ranging from 3- greater than 2-gA6". THAC422, THA426, THA422-2, THA42t, 1 IF'to 5-1 IF&' and heights ranging frorr 4-3d4' to 15-314". 16 HWPseras hangers Top tie nge hangers gets available in wd ths rar niging from 1,W1 6" to 7- 12 T HAll , 81t22, THAI ZM22, THA 12. 1 22, THAI 222, THA 1322, THAI 3522, THAI 422 Adjusiaale Tres Hanger Sized for I-Jolsts f-oniorated flange version.fl-ISURC, HSULQ1 available for all 1)8" and helghtisranging from 1,5316"to 2V'- 13 THAL491 THAR422 Skewed Truss Hanger double 2X and 4Xi-nodels; only acute llange is concealed- 17 HWPH series hangers Top faingle hangers available in widths ranging frond -W16'to 7- 14 THJA26,LTHJA26, LTHMA lAu' Itiple Truss Hangers a HTU26, HTU28, HTLI`210, HTIJ:6.2, HTLJ28.2, HTU210-2 Fare -mount hangers 4112" and heightsirainging from 5-318'to 32', 15 THJM2-4-`BOSS, THJM2-5-$DS3, THJU245, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from to 7- IS ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to, 3- 16 7SBR2-24 Tnuss Spacre F. Rarstria int 112" and heights ranging from 2-7/8" to 19-114"- Concealed 12nge 618" and herightisranging from C-1/8to, 18"'. 17 VPA2, VPA26, VPK,, VPi VPA4 Variatle Pitch Connectors version (HUC) available for all models having width equal toor 19 JS series hangers Top flange hangers available in widArt of 1-9/16"" and heights 18 VTCR ValleyTlru&s. Clip greater than 2-911 S". ranging from 5-35" to 7-1/4". 10 '"UCQ1 81/91 HUCQI ZVI 1 -SDS, HUCO210-2-SDS, HUCO210-3-SDS, HUCQ31 0- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of I-SIMV'and heights H -0410 UC -SOS, HUCQ4,2_14DS, HUCQ5 -SDS, HUCC51511 I -SDS, HUC0610- ranging from 9-3.16" to 13-118' SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updraed 12430r2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12MM202g, son Strong -Tie 2020 FBC Approved Products Updated 23012020 son strong -Tie 2020 FBC Approved Products Updated 121302020 for purei firers to *0 OCT "proi listed ii CLICK HERO. For additional Informefien, regarding Florida's Statevvide Product Approval Systerr and MiLr±-Dradis County Notice ofAcoeiptai (Vi ra �K� For driver Inks to all GGT approvals listed beow, CLICK ur-57 For additional inforralron regardri Flonda'sStatewida Product Approval System and Miarri-Darre CNi lictice cfp4cciptanoe Q�'OA), _Sim For diniat Arks to all GGT appr"15 listed below, S��_,K NEE;;, For additional infournation regarding Fronda's-Stutewidir Product Approval S�Ilterr and Mlam-Dade Count/ Notion oI Acceplan,ce (NOAl� r �[- E _Sim For direst links to all SST approuars listed below, Ll �ICKHERE_ Fix adcItional infaTiration regarding Florida's Slatteviride, Product Approval %iishirr andiviliarrim-Dado County Notice of Acceptance MCA). �C �TCrn'-F-� 0 21 LB series hangers Top flange hangers available in vvidth ofl-9116'and heights FL#1 1468,R5 18 SLSV1 - 56. S;LeV 1. 81 , SILIBW_06, SiLBV 2-37, S)LEV2S6, Sli-SV2 616, SLeV3 . 121 Top Flange JoistHangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3,Z" to 15-V8`. SLBV3,%S1L8o3 352, S&V/k.06, STSV412. SILFV4 2-6, S&EV4 75, iLVV5.50 6 Sto rig -Bolt 2 SI'132, STB2-4S$, ST92 -68a) Strong-Bort; 2iiiiiiedge Anchorfor concrete available in carbon 22 LBAZ series hanger,, Top flange hangers riviciiii in YWthi of 1-9116'and heights ranging from 91 to I 3l 18" Seq N 1 Emidylgit Ylli Number or Name HHUS210-3, HHUS210-4 -scriptri Product Degin Joist Hanger 17 20 SlL-IT2 _f50TT2Z, 5fHTT1 4, , HTT4HTT5 UlMST60 S&NIST72 Hokdowns Straps 1 IS mil (IC ga) 7 Tilen HD ITHD-H, THO-HMG, THD-H4SS, THD-H6$a, THD-CS, THDi steel and! Types 304 and 316 sta,msteel Titan HD Heavy Duty Screw Anchor for concrete and masonry CU 23 LEG3, LEGS, Li series hangers Top flange hangers available in wrd:hs ranging from 3-1)4"'to 6- 2 HIRS8, HRS6, HPS12 Strap Tres 21 SP,$,SPE Stud Piatis Tea available rAfth her head in carbon steel and Types 304 and 316 71W and heights ranging from P" to,'43AO" 3 HUCO210-2-SIDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Tres stainless steel, or with countersunk head in carbon steel and 24 MEG5, Mi series hangers Top flange nanpirs available in widts ranging from 5-11N'to 6- 4 THGB2, THGR5, TH381-12, THGBH3, TH(38H4 Joist Hanger 23 STC DTC Truss Clip Type 316 stainless steel 7M" and heights ray ,gingfirepi 32-11Z. 5 THGQ2-SDS3,7HGQ3-SDS4.5, THGQH2 SDS3, THGQH3i THGQH4-SDS6 Joist Hanger 24 T BD22 "runs Brace Diagonal 8 Titen HD Rod Coupler (TH D371t34RG, THD50934RC) Titan HID Threadad Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in Wd:hs ranging from 1-9/16" to 5- (5 7HGYV5-3, THQW3-4, THGW4-3, THGW/-4 Joistflanger 25 -, J1__ 3 7 Truss Jack Connector 9 Titen HID -breaded Rod Hinge (THDB25158RP, THDB37158RH, THD3721211H, T ken HID Threaded Rod Hanger for concrete ■ 10' and heights ranging from P-1/4'to 24". THD50224RH, THD10212RH) 26 PF, PFB, 1FDB. PFDi series hangers Top flange hangers available in width ofl-9116'and heights 10 Wedge -AI (WA) Wedge -All Anchor for masonry ranging from 3-316* to 7-1 MV. FL#I 1473-RS FLU 3904-R5 27 28 RR Wl� series hangers Ridge rafter connector Top flange hangers avallab le In worths ranging from 1 -9/1 6"to 7- Sea l ft2fta M29W. Number ar Name 219-9 P[299r3 Model, N u W heE OL five P-m9liz Qtic dpi FIL#116230-RS 10' and heights ranging 9-114" to 32"_ 1 DETAI-2.0 Double Embedded Truss Anchor 1 CCQM3 62-SDSHDG, CCQU4.62-SDSHDG. GC-,IM5-50,SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 3 FGTR, FGTR4L, FGTRHR 1116, HIPS. H16-2, H16-2S Girder Retrofit Anchor HurricareTie CGTQ1v14,S2-SDSG. CCTQM5,50_SD:3G, C-_CQ1V13.62-SiDSG, CCCOM4.62-SDSG, CC(',QNI55O-SDSG &MA I Pro= M99all. ummw 2E Nking AT-XP Er2duct gescirlIptign &T-XP High -Strength Acrylic Adheave for concrotei masonry F111 Mong§ 4 HETA12, HETAIli HETA20, HETA24, HE-TA40 Embedded Tri Anchor 2 ECCI-C)NIS VG-KT, F(X'l QM4.62G-KT, FCCLOMi ECCLi1,OMC3.6X;-iKT, lArlsonry Pier(-',ans 2 FT -HP ET-Hia Epoxy Ad,hissive for masonry 5 HIETAI-12, HIETAL16, HETAL20 Embedded Truss Anchor ECCLLQkiD4,62Q-KT ErDCLLQ1VVS-5W-KT, E--CLRQMD5,t52G-KT, ECrLRQMD4,62Q- 3 SE7_XP S ET-XP High -Strength lr=poyy Achei for masonry Sag 9 Product Model, Number or Name Product Description 6 HGAM1 0, HK49 Masonry retrofit connectors K1, EUCURQMD5.54)G-KT 4 Strong -Bolt 2 (ST62) Strong -Bolt 2 Wedge Anchor for masonry I ABA44, A3A44R, ARA46, A13AACR, ABAO6, ABAOM Adjustable Post Base 7 HHETA16, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor S FIGIL0,45.25, HGUM5.50, HGUN7.00, HOUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 1 Titan 2 Sol ew Anchor for Concrete 2 ASU44, A_4U44R, ABIJ46, ABIJ46R ABUT A211-15-6, ABUISS, ABU66, AM-166R, ABU88, Adjustable Post Base 8 L(;T2, LGT3.SDS2 E, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26.3, LGLIM26-4, LGUM28-2, LGUM28-3, LGUM28.4, LGUM210.2, Masonry Beam Hangers 6 Titan HID (rHD.H4SS, THO-H68S. THD-CS6SS) Then HD Heavy -Duty Screw Anchor for concrete avallable in 304 ABU88R, ABU1 010, ABU101OR, ABIJ1 212, ASUI 212R 9 LTA2 Lateral Truss Anchor LGUMi LGUMi LGI-Mi LCUM48, ILOUII or 316 stainless staelvAh hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, AEW467 ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Peg Base 10 META12, META16, Iii META20, META24, META40 Embedded Truss Anchor 5 MBHA3 12(9.25, M15HA3.1211125 MBHA3-Wf7.25, MBHA3.5M25, MSHi 125, MSHA3,56111 88, IVIBHA3,56/14, M8HA3 56116, MUPKA3.56M8, MBHA5 5Y7,25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AGO, AC6FI, ACES Post Cap 11 MSTAM24, MSTAW-Q MSTCN40, MSTCM60 Strap Tru tior Masonry 7 Titen Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 6 ISC4, BC46, 9C4R, FICB; Bi 13C8, BCS2-214, BC32.3ffi CB44, CB46, CB48, CB66, CEM Post Cap Embedded Column Base 12 MTSMI6, MTSM20, HTSM16, HTSM20 -wrist Strap for Masonry MSHA5.50/9.25, MBHA5.5011 1 25, MEHA5_5011 1.88 MBHA5.50/114, MBHA5_5011 6, MSHA5.50/18 7 CBSQ44.8DS2, CBSQ46-S=, CBSQ66.SDS2, CI1SQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHIJ3-56C9.25, MSHU3.56111.25, M131-11-1356111.86, MBHU3.56/14, MBHU3.56/16, Masonry Beam Hangers ELM6> U-32 8 CC, ECC ECCU Series Bolted column cap with Ii ranging from 3-114" to 9-1)2" and EULHMM MBH-J3 561I8, MBHU6.50I5.2i5. MBHU5,W1I 1 IVSHU5.50111.88, MBHU5,50114, VV2 ranging from S-518"tc, 7-112' MBHIJ5;5l)fl6, MRHU5.50118 aml Product ItIodal. Number, or Name .Product Description C_ 9 CC O-SIDS2. 5, ECCQ-SDS2.5 Series Screvled column caps wri WI ranging from 3-114" to 9-1,12" and W2 ranging from 3-5/8" to 7-112" Sect # 1 Product Model, Number or Name DTTIZ Product Description Deck Tension Tire 1 X34eI0%5K, XISIDI 6, XI B1316-4K, XQI S1 016, XQI BI 0164K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill point '10, 01`11"44Z, CPT66Z, CPTSU Conceriseci Post Tie Base 2 HD12, HDIV Bolted Holdowrs EleglaUUM 2 XLQ11 4TI224, XLQ11461224-2K #12-24 Strong-Drive)lL Large -Head Metal Self-Drilfing, Tapping 111 12 EPB44A, EP544, EPi EP866 EPS4Z Embedded Post Bass Embedded Post Base 3 4 HDi HD5B, HD713 HD913 HTT4, HTT5, HxT5-3,4 Bolted Holdowns Tension Ties §jg 4 Product Model, Number or Name Product Description 3 XNIQ 11 4SI 224, XMQI 1 4BI 122),2K Screiva with 05 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive >N Medium -Head Metal Self -Drilling. > 13 LGB44, LCEIffi Embedded Column Base 5 LTTI9, LTT-TB, LTTIal Light-, eni Ties I SDVV223CO, SDW223313, SDW22438, SCii.-J-2-458, SDW22500, SDVi SDVV2638, Strong -Drive SOW EWP-PLY and I RUSS-PLY Screws Tapping Screws with 95 Drill Point and Medium Diameter Hex 14 LPr_4Z, UPC6Z Light Past Cap SD)AQ2K4 4 XQI 14SI224, X0114BI224-2 SK X114S1224, X0112SI224, X01 12131224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 0 16 MPe44Z, MP866Z, MPB88Z Moment Post Base 2 Sr-'Vlr-1 5450, SDWC 15600 Strong -Drive SDWC TRUSS Screw Drill Point L_ 16 PB44, PE44R, P846, PB66, P666R Embedded Post Base FL#1 3628-E5 3 SDWH19300DB, S1MtHl9400DB. 9DVVH1I9BW0DB.SDWH19800DB, SLYNH19100CDB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S10r16, XU34BI016-5K #10-16 Strong -Dive XU Metal Self-Drilfing, Tapping Screws with CL 17 18 PBS44A, -BS46, PBS56 PBV6, PBVIC Embedded Post Base Round Post Base Sao# Product A112dal, Number or Name PEgdu!a Descriatig!1 4 5 SDWH274OOG, SDWH276OOG, SDWH27809G, SD%VHZMOOi SDWK271200G SIDWS16212, SIDWS15300, SOWS16312, SLANS16400 Strong -Drive SDVVH TI MBER-i HEG Screw Strong -Drive SDWS FRAMING Screw #1 Drill Point 19 PC44-16, PC46-1 6, PC48-1E, PC64-18, PC66-16, EPC44-16, EPC46-16, FPC48-16. Post Cap 1 SB5/8x24, S27/8x24 SBIx30 SB Anchor Puts 6 SIOVIS19i SDWi SDWS22400 SDWS22500,SDVVS22512, SCIIVM600, Strong -Drive SOWS TIMBER Screw (litericir Grade) EPC64-1 C EPC66- 16 2 SSTBIS� SSTB20, SSTB24, SSTB28, SS_SU, SSTB36, SSTE143L, SST820L., SST824L, SSTBAnobor Bobs SIDWS22800, SDWi SDWS=1000L SD%k1S_221 'Do, SIDWS221200, SDWS221500 FLAW320-RO 20 PC4Z, Pi PC6Z, PC6RZ, PC8Z, PC8RZ, EPCAZ, EPC4 RZ, EPC6Z, EPC6RZ, EPC8Z, EPC8RZ Post Ca P SSTB28L 7 SDVVS22301 SDVVS2240ODB, SDVVZ7�-50i)i 5UWS7_16OODB, SDXVS228000B, SD1Jv822'O00DB Strong -Drive SDWSTIMBER Screw (Exterior Grade) Sea J product Model, Number or t1ii J!r2dVigit Q211dittlorL 21 22 PPB44-4Z, PPB44-OZ RPBZ Post Base Retrofit Post Base FLIH 3872-R4 8 9 SDVVS22312DBB, SDVVS225I2DBB SDWS2710OSS, $DWS274006S, SDWS27500SS, SIDWS2760OSS, SIDWS27800Ss, Outdoor Accents Structural Wood Screw Siring -Drive SDWS TIMBER SS Screw I 2 DSSCB411,6, Di OSSC848, DSHS FCB43-5, FC645.5, FCB47-5, FC849.5, FC841 1.5 Bypass Framing Drift Strut Connecter Bypass Framing Fixed -Clip Connector SDWS27�COOSS, Si)VVSZ?1200SS 3 FIRFS05461 0-10, FPHS034S1 QI 13, FPHS03481016-5K, FPHS03461214, #10-16 anti #12-14 SCndng Drive FPi Flarrflnq-:to-CF$ SeV, Sag Product Modal, Number or Name Product Description 0 FnWV1 3400 Strong -Drive SDWV S1r'7rI_F-T0-RIM Screw FPHSDi �214, FPHSD34S1 214-5K DO ing , Talippirig Screws FL#1 OeSS-115 1 mrs'l-I 2, CMST 14, CMSTV 6, CS1 4, CS " 6, CS1 8, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hey. -Head Washer 4 LSFC2.2E, LSFC4.25, LSFC6_25, SFC225, SFC4.26, SFC6.25 Steel Framing Connector 2 HR,56, H1368, HRS12, FHA6, FHAS, EHAl2, FHAI8, FHA24, FHA30, MST126, MST136, Straps 97 mil (12 ga) 5 LSSC4,2!,, LSSC6 25, SSC2,25, SSCA25, SSC6.25 MSSc2,25i MSSC4 25, MSSC6,25, Steel Stud Connectors n Sag # Product Model, Number or Name Product Description MST148, MST160, MST172, VMST27, SIMST37, SIMST48 MSSC4.25KW, MSSC6.25KW I FJA, FSA Foundation Anchor 2 Hi HT , HTS24, HTS28, HTS30 RTS30C Heavy Twist Straps EL;915363-R3 6 RCKWi RCKW5 5, RCKW7 5 RCKIi RCKW5.5S Rigid Knee Wall:-,onnector W 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTAX LST149, LST173, MSTAg, MSTA12, MSTA16 IVSTA16, MSTA21, LISTA24 Straps 43 mil (18 ga) 7 SCB43 5, SCS45 5, SC847.5, SICS49.6, SCB411 -5, MSCR45.5, MSC247 5 Bypass Framing Slide -Clip Connector U) 3 GH46-6, GH45-8, Ghtzl", GH48-8 GH41 0-6, GH41M, GHi GHi 31-1613-6, GH68_ 8, G H61 0-6, G1461 0-8 Girder Hanger 5 a LSTA9, LSTAI 2. ILSTAII 5. LSTA1 8, LS1 A21, LSTA24, ST29-2, ST2122, 5T2115, ST2215 LSUBH3.25, SUBHa_?5, MSUEH3.25 Straps 33 mil (20 ga) Bridging Connector &_gI 1 Product Model. Number or lill2me AS 18, AS 1835, AS 1 BSO Product Description 18 ga Truss Plates 8 9 SCS32-5@7, SCS62-5M7, SCS62-51118, SCS82-5(118 SCW3_25 SCW5.5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 4 GLB5A, GLS5B, GLB5C, GLB3D, GLB7A, GLB78, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate I AS 20HS 20 ga- High Strength 7 russ Plate 10 SJC5.25.SJCI0.25, MSJC8.2_', MSJCI025 Steel Joist Connectors co 5 GI-ST512GELT612 GLBT51C GBLT616, GLBT520, G13LT620 Glulam Bearing Plate 8 LTS12, LTS-16. LTS18, LTS20 L i g ht T ieM Stra ps 3 AS-20 20 ga- Truss Plate 11 SSB3,51 e Bypass Framing Slide -Clip Strut: Conneditor 6 7 HGLBA, HGLBB, HGLBC, HGLBID HGT-2, HGT-3, HGT-4 Heavy Ghulaml Bearing Plate Heavy GirderTedown 9 10 MSTA30, MS-A36, ST6215, ST6224, STE, ST12, ST18, ST22, MSTC28, MSTC40, NSTC52 MSTC66, MSTC78, ST6236 Straps 54 mill (16 ga) Straps 68 mil (14 gal 4 ASHIP Hinge Plate Connector 12 XLSH3461414, XLSI-178131414 #14-14 Strong -Drive X-SH Shouldered Self-Drifling, Tapping Screws LU 8 UEP1 O-SOS3 Universal Foundation Plate 11 MTS1 2, IATS'6. Mi MTS20, MTS30, MTS24C, MT,1530C Wrbum Twist Straps 13 XQIS1013,, XQ1B1016-4K, XQr XQ1B1214-3.5K,XQ7BS1224, XQ78912243K, 410-16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling 9 URFP Universal Redraft Foundation Plate 12 SIB1.56, 981 V, S62,06, S/82.37, SIB2 56, S1B2 66. S!&3_1 21 SIB356, SiiB3 62, SVE4.06, SIE-14 12, SIBA28, Sli SIB5.50 Top Flange Joist Hangers FL#1573D-R4 XQI 14 S1224, = I 4131224-2,51K, XQI 12SI774, XC1 1261',Y) 4-2K, X84B101 6-5K, VS10116 X1131016-4K, X'S1214, X11131214-13-51K Tapping Screws 13 VDA2126, &SA212)l 0, SMA2 12.1`12, VSA2 12`14, SMA41818, SiqA,Irjwl��, I cin Flange. JoistHangers A&KLM Prodpoit Modal. Number Qr Name Product Daillorpi &FBA4 I 8M 2, SIBA4 181114 `fist 1 ET -HP Adhesive Anchor for concrete 14 S/HIA Hurricane 2 GAC, G Do, GDPN11-50, G DPIVI-'5, G DPM=l W, G DPS, GW.50, GW-75, GW-1 00, GTH Gas -actuated fasteners and assemblies 15 SJH D85, SfF1 D813 SlHD1 OS, SH D1 OB, 5lhl D1 5S, SH D1 56 HoldeWns 3 PDPA POPAX, PDPA-MG, PIPAT, PDFAT-K, PINW, Fill PINVVP-VV, PIDPAWL, Powder -actuated fasteners, threaded studs, and assembles < 16 SIHCU4, VHDU6, VHDU9, S1HDU1 I Ho owns PIDPA.'WI.,MG, PWL3, PSVL3-<, PCLDPA, PECLDPA, Pi PTRHA4 _J 17 Sli S_-'HJCT Jo Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. PA 1.2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT "' ". WINDOW BUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK ' '+ 2) SEALANT JOINT 5) SEALANT FROM -' ` ' ' INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK .. AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER ✓E BARRIER & 1ARILY SECURE WEATHER 'y RESISITIVE BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHIN a SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP (ASSEMBLED WINDOW) WALL BY 6 IN. z WEATHER ' _ RESISITIVE s BARRIER SEAL TOPS OF JOISTS - UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 3. Fold weather resistive barrier back over head 2 flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW Fwpoi FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO- BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as #J in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary L F Lf Q[ 11141 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 4SHING 2 8 WP04 E AM WP07 1'4' PER PLAN WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIE[ THRESHOLD OF DOOR A� UP JAMB 6". USE LIQUID N OR EQUAL WEATHER PR( SECTION -A (SEE DETAIL WPi SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SHOWER SEAT I\A/P-� VV Z a. 0-1 0- (n (n w U w w 0 (n WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR a roved water -resistive barrier shall b I' d v r t d h th' f II t II N 15 h It f It h II b I' d h I pp a app le o e s u s or s ea Ing o a ex error was o. asp a e s a a app le or izonta ly, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 O individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE STALL SELF -ADHERED ASPHALT ADHESIVE ASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied ASHING, SEE FLASHING SELF -ADHERED FLASHING - shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes ANGED WINDOW g g pp EE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with _LF-ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and (TEND A MINIMUM 6" RELEASE PAPER TO EXPOSE EN ALL MINIMUM ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as )TTOM of flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings iRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. W P05 INSIDE CORNER WP06 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING TCH HERED FLASHING 2 4 5 WP08 PLASTER STOP Div CONTINUOUS BACKER - ROD & SEALANT OA LIM , d a' , o' c Foundation Wall'A d d FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE II�.. �la THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco WP09 LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD EALANT VIENTITIOUS FINISH tAL FRAMING IAL SHEATHING >AF PLANE WRB AK WRB WP1 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance ' with ASTMC1063 Building Paper ' -7/16" O.S.B. sheathing Metal .. Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N C U) _ Co N j a--� CD O 0-c- O. O CZ - M t) O O L N O LL M 0 .� -0 E O O Q i U 00 Q � Q Q C_ O O -� O O (D J V+■ CAS Cn LU Z Z Q J SHEET NO. WP1 ■