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HomeMy WebLinkAbout39824 Harvest Creek LnABBREVIATIONS ABV -ABOVE GALV - GALVANIZED RO - ROUGH OPENING AFF -ABOVE FINISH FLOOR GA -GAUGE RS - ROUGH SAWN AHU - AIR HANDLER UNIT GB - GRAB BAR SC - SOLID CORE ALL �JOI A A/C - AIR CONDITIONING GFI / GFCI- GROUND FAULT CIRCUIT SCP -SCUPPER MALL CoMpLY WITH 'ODES FLOPI i����,, ALUM AT - ALUMINUM THRESHOLD INTERRUPTOR SCRN -SCREEN DI C'�L NATIONAL, AB -ALUMINUM ANCHOR BOLT GLS -GLASS SIM -SIMILAR ly IRic � � CODS, - GWB - GYPSUM WALL BOARD SHLVS -SHELVES 'ro'IL) THE CITY O� ZF_PHYR�ILi AVG -AVERAGE GYPBRD - GYPSUM BOARD S/R - SHELF & ROD ORDINANCES S BFE - BASE FLOOD ELEVATION HD -HEAD SH - SINGLE HUNG WINDOW BM -BEAM HVAC - HEATING, VENTILATING, AIR SGD - SLIDING GLASS DOOR BLK -BLOCK CONDITIONING SPECS - SPECIFICATIONS BLDG - BUILDING HT - HEIGHT SQ FT - SQUARE FEET BRD -BOARD HB - HOSE BIB SQ IN - SQUARE INCH BRG - BEARING HC - HANDICAP STD -STANDARD BTM -BOTTOM INSUL - INSULATION STL -STEEL BUC - BUILT UP COLUMN INT - INTERIOR STRUCT - STRUCURAL REVIF1i;1 DATE CAB - CABINET LVL - LAMINATED VENEER LUMBER TEMP -TEMPERED C1ry #� " CD - CONSTRUCTION DOCUMENTS LT - LAUNDRY TUB THK - THICK OR THICKNESS p FAIL s CLG - CEILING LGT - LIGHT TB - TOWEL BAR PL�IIV%CrV►1� CLG HT - CEILING HEIGHT MAX - MAXIMUM TOC - TOP OF CONCRETE CEMT - CEMENTITIOUS MATL - MATERIAL TOM - TOP OF MASONARY CL - CENTERLINE MFR - MANUFACTURER TOP - TOP OF PLATE COL -COLUMN MECH - MECHANICAL TP - TOILET PAPER HOLDER CONC - CONCRETE MTL - METAL TYP - TYPICAL CMU - CONCRETE MASONRY UNIT MC - MEDICINE CABINET UNO - UNLESS NOTED OTHERWISE CONST - CONSTRUCT OR CONSTRUCTION MIN - MINIMUM VAC -VACUUM CONT - CONTINUOUS OR CONTINUES MLDG - MOULDING VAL - VALANCE CTR -CENTER MNT - MOUNT OR MOUNTING VERT - VERTICAL CJ - CONTROL JOINT MO - MASONRY OPENING VIF -VERIFY IN FIELD DP - DEEP OR DEPTH MUNT - MUNTINS VTR -VENT THROUGH ROOF DTL - DETAIL # -NUMBER V - VOLT DIA - DIAMETER OC - ON CENTER WC - WATER CLOSET DIM - DIMENSION OGD - OVERHEAD GARAGE DOOR WH - WATER HEATER DISCON - DISCONNECT OPNG - OPENING WL -WIND LOAD DW - DISHWASHER OPP - OPPOSITE WP -WEATHERPROOF DR -DOOR OPT - OPTIONAL WWM - WELDED WIRE MESH DBL - DOUBLE OH - OVER HANG W - WIDE OR WIDTH DWG - DRAWING OH CABS- OVERHEAD CABS WDW - WINDOW EA -EACH PNT - PAINT FINISH W/ - WITH ELEC - ELECTRICAL PTD - PAINTED WD - WOOD ELEV -ELEVATOR PED -PEDESTAL EQ -EQUAL PERF -PERFORATED EQUP - EQUIPMENT PLT -PLATE EXP JT - EXPANSION JOINT PLYWD - PLYWOOD EXT - EXTERIOR PKT - POCKET FIN FLR - FINISHED FLOOR LB -POUND FIN - FIN PSF - POUNDS PER SQUARE FOOT EW - EACH WAY PSI - POUNDS PER SQUARE FG - FIXED GLASS PT - PRESSURE TREATED FD - FLOOR DRAIN PB - PUSH BUTTON FE - FIRE EXINGUISHER REF - REFRIGERATOR FLR -FLOOR RECP -RECEPTACLE FLOUR - FLUORESCENT REINF - REINFORCING FTG - FOOTING REQD - REQUIRED FIR DR - FRENCH DOOR R/A - RETURN AIR I SYMBOL LEGEND: I ❑A = STAIR CALL OUT HEIGHT OF STEP DOWN A13E----SHEET NUMBER 1 INT ELEV NUMBER = FOOTING CALL OUT - SEE FOOTING STEP DOWN CALLOUT ARROW SHOWS SCHEDULE DIRECTION OF VIEW ARROW SHOWS INTERIOR ELEVATION = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER 1 ELEV NUMBER A9 ARROW SHOWS Oq = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR DIRECTION OF CUT 1 SCHEDULE ELEVATION MARKER All SECTION NUMBER 1 < ELEV NUMBER SHEET NUMBER LG-2 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 < ARROW SHOWS LOCATION OF CUT 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER GENERAL NOTES THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP, 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5, DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3'-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. E r4 NARISM LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1871 ATLANTA r 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 COVER SHEET FOUNDATION PLAN 1ST AND 2ND FLOOR PLANA3 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION A4 DETAILS 2ND FLOOR - ROOF FRAMING PLAN 4.0 PLAN REVISIONS A5 EXTERIOR ELEVATIONS & ROOF PLAN 5.0 PERMIT COMMENT REVISION A6 A7 SNO SN1 1 ST & 2ND FLOOR ELECTRICAL PLAN INTERIOR ELEVATIONS STRUCTURAL NOTES STRUCTURAL NOTES 6.0 TYPICAL TRUSS CONNECTOR REVISION 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 SUBCONTRACTORSI 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 ` co N Lo z t.= cWC z O S u , � W w 0 z V) N L ; E W C .0 ch u 0 co N v u h V) U A' E i t M V}j O 2 o •� O - o Q Z U '(^n` W Cam E co 7W C.0 V �s' a � Lu N �W-^J LL Q �L uS w0� w~Q 0 � of z00 Z L L O X J 2 Q Q O O Q I— =� Z Z Q au)wgo`�o5:oomc" ¢ cn W dwNw W Wino�z=' c� O Z LL a~<0Lu ZLuZ a. ooLL Q o 0 oF5< O O (V Z Lu � � O O Q (J) � J Lu Ln Q u Q 00 z I— � w LLI J� d' M (oMM000� o N O N o N 0 N N N N A N O N N, O �--' O r O O , 6 00 ono O c1 O N O 0 0 0 0 0 2 L > 0 0 M 0 0 0 0 �> i..� Z Z Z O � Lu WC-0 o a -0�OfW UZ L ,o Z ZW~~ � Q 2m0Z J LD 1­- 2: Z J Q } z LL ,� O2Wg� L °° Q ZQz0 Z UZg Oo W � z z J Lij cy N N LAST PLOT DATE Feb. 26, 21 Z AO J COVER SHEET 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. 0 zo 0 0 O N M = U" 9 � S3 tz © A7 112 ELEV (-) 0'-3 1/2" 30'-0" 6' X 3' 1 4'-8" 5'-4" I 31_4" 31_4" T-2" 5'-2" 1 5'-0" HB I F-2 —------- B 1 I— 1 I ❑ B - I I � I o N I I � 71_3" SINK I_ LAV C.J. �— ,— — — — — — — — — — — — — — — — — — — — — — — — — — — 4 F 1 � - I ih 0- 0 O O 6 w II I ❑ 0° 15'-3 3/8" 5 I 5'-3 1/2" o I ❑ CC S3 D _ co (D�1 13 v El" 1 -8 � N M-III I }� N J S6 0 b 1'-10" 1. C1 o" 10'-8" C) J S3 I II II II II qlj a f III C)ELEV. ❑ I (-) 0'- 4" 11 v U g4-' _IH_ C.J. ❑ CC �- I 9'-10 7/8" D I — --------- -- I (V 04 ❑ 13 I ij MV �� rn II LLB � I I ❑ I B L 1 i_ Cl 11 1111 ❑ ❑ C I p` 16'-0" 10" 1'-10" 3'-1" 1'-0' " 3'-5" 2 21'-4" 8'-8" 30'-0" ELEV (-) 3 1/2" A7 = LL 9 a FOUNDATION PLAN - ELEVATION A 1 /411 = 1'-01' 1'-0" v �t 0 v ih 0 M 0 b- iw M O O N 0 a> M C _1 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 ❑ = FILLED CELL W/(1) #5 VERTICAL ❑ = 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. O KEYNOTE LEGEND KEYNOTE ANNOTATION O 1/2" DP X 9 1/2" WIDE RECESS C 1-1/2" DP X 8" WIDE RECESS O 1-1/2" DP X 13" WIDE RECESS 4 ICE MAKER LINE O SINK - KITCHEN O REF O WASHER W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24 SQ x 16 DP #5s 6 O.C. EA. WAY O MONO FTG 16 x 12 DP (2) #5s CONT. 4 Mm N V -0-00 ol m A� t t co C: �� O O O 2 0 N Q V! � O� � 0 N U w N C W L C�CN � C M 0 r" — F cL -0 ❑ ill N w 0 l— n/ Lu L/L�I wlw—~' ��_j wq zW Z oL V w QO _j o�w Ui LLUOOJo Q U <0x zowoz200�_ � Q F- owix9OzoEEoocm0z � w w w- w V � co 0 z Q�¢pwQVzwzo °oa IL 0w ��P mow❑ oit o =)cl zz9< LL Q O F <LL O cV OLu O O a V) V) CL _j zV) LL V- Q L Q Ln ryi tl ,4 aua00 z��- LL1 Lu tO NJ v T N 0 N N N L0 C) co L0 Q Z Cw L O w ❑ z Q `" CO a0 00 O p p r M , r r r (y O O O O O O O N N N N N N N m m OO O Op cV M N N O r r d- r 0 0 0 O N C)O O C)r r O O 0 O r 0 0 0 0 p C)�\ > r N cyi 4 6 m 1,- 1 N Z Z 1.� Z O_ � W (n C Wor> a �oEE5 �a Oa=Q Loz Z Lu Q f— m=oz J 2F=Z 9tz Z� <C 0 �2Zof W 0 z Q 00 VWZU) z T-i mQ0 ■ Z U � g OV � O m Q z z Al J Lu Cy N N LAST PLOT DATE Feb. 26, 21 z FOUNDATION J PLAN A 7 m J S6 10'-0" -iCONC.-AD �r 5068 SGD 30'-0" 14'-8" 5'-4" LINE OF ROOF - ABOVE NOTE: SEE SHEET S-11,12 '1873' 9 FOR LINTEL CALLOUTS & DETAILS < A7 o 00 N SH 35 "' HD AT TA' HB 00 I I DINING ROOM FAMILY ROOM I Cl) 12'-0" X 9'-5" 17'-11" X 13'-3" 8'-8" CLG 8'-8" CLG 3/4" 1,1'-11" i. T-1" I, 6'-9" 4"11 5'-11" T-8" 4'-8" I i 6" PLUMBING Q42X4 KNEE STACK WALL N WALL, TOP °O AT 34 1/2" 1 REF TILE 1 d � I I 0oKITCHEN /� I DWI 14'-1" X 9'-6" f 3 \ DIS OSAL 8'-8" CLG PANTRY (4-116" o \ D SH fV W/H 4 INSULATED PROTECTIVE BRG WALL D S3 C�_ BOLLARD CC S3 1 /HOOD/ RANGE 4" �-20 MIN FIRE RATED DOOR W/ WEATHER STRIP 4" INSULATED BRG WALL CC S3 TWO CAR GARAGE 20'-0" X 20'-1" LINE OF GARAGE IN _ - OPEN POSTION 16070 2'-8" 16'-0" 21'-4" FIRST FLOOR PLAN A 1 /4" = 1'-011 fa 0 �r LINE OF FLOOR ABA 42" H LOV\ SLOPES WALL p----- S3 5 ----- CARP T 4 TILE 3 1231 LO I \ UP � H 1/2 341 3 112' � � D AT 7'- o0 EMP.GLA S .0 M 2'_9" 4'_9� 1 SOFFIT ABV 1'-2"- 00 ENTRY V-8" X 4'-4" 2'-8" 7'-8" 1 -0 8'-8" 30'-0" 9 A7 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 9 A7 30'-0" LINE OF I TOP ROOF AT 18'-0" BELOW 0- o 27'-1 1/4" 2'-10 3/4" �00 I SH 25 ~ TDRAIN SHWR HD I HD AT 7'-3" VALVE EGRESS R & S 4) 16" 1 - - OP SH 2068 BF 1 - N o w 1 LL 2668 OWNER'S BATH w En �9 1 5'-8 7/8" 5'-4" ti� W LU U - I LO 4' � 1 `� FL A7 - B LINE CD OWNER'S SUITE 7 5/8" r S6 TB N 14 7 X 12 8 _ 8'-0" CLG o7 W.I.C. 1 -., 7°� 061 °� TB M WATER ~ o S & R CLO ET N - - - - - R& S (2) 2068 BF TP 1 N N N i N N U)Q I o LOFT I - 148'-0' 1 °' M BEDROOM #2 AHU CLG Up J 10'-11" X 10'-01, / A/C RETURN I 8'-0" CLG , UNDER DOOR = 00 S6 i�_ U7 I N w M C I) = w 26S 1 I - o O A3 2'-10 3/8" 2'-10 1/2" 43'-4" 1" 2'-111'-2" 4'-1U,'"4'-11 co 5/8" 4" ' - C)iM 4 1'-3 1/2" 2668 W/S AT �I 6" 60" AFF I r` �22"x36'� DN ATTIC UTILITY"'16 42" H. M 8" ACCESS 6 P �-- - - w 6" L -- 15 SOW N FRAME WALL w U I- Q A7 8 BATH #2r2668 _ _14 ;> EO 13 42" H. A7 U rHAN�lEND SLOPOE\D TB OX 11 WALL DR ER 1p N R & S 2668 VENT ---- r A3 - - (2) 2068 BF R & S 3 `- - ---- 1 OPEN TO 7 A3 n (2) 2068 BF ---- BELOW19 6 3611 H. N CO ---- N CONT r 5 (4) 12" RAILING DP SH00 4 3 i2 1 0 Lo Lo 00 BEDROOM #3 BEDROOM #4 1 LO 10'-0" X 11'-1" M 9'-10" X 9'-11" 8'-0" CLG S6 8'-0" CLG TYP• SH1/ 34 00 LO8 H D AT 17'-3" 1 M 8" F AME �r / WALL SH 25 RAT 7'_31'KIEGRESS / HD AT 7 -3" FAME EGRESS WALL 1 5'-4 314" 10'-4" 5'-7 1 /4" 4'-4" 4'-4" 21'-4" 8' -8" 30'-0" 1 ao m00 W� _ Q TIE BM 9 AT 8'-8" A7 m00 w P:Q SECOND FLOOR PLAN A 1 /4" = 1'-011 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. r N VERIFY ALL WINDOW AND DOOR ROUGH OPENING Q SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. .�, N INSTALL RND DRYWALL BEADS AT HORIZ & VERT r -'' s LO CORNERS, EXCEPT AT EXT WALL OPENINGS OR ASLO 00 NOTED.3 n c a'. 3 = i C) .; USE SQUARE CORNER BEAD AT DRYWALL NICHES & z REC CLG DETAILS; REC CLG SURFACES SHALL HAVE, w w SMOOTH FINISH.o r, d LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND f� m THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. W 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) Li a)o m u APPLIED TO THE GARAGE SIDE. ' p M N N U -0- m co m TOWEL BAR - (T.B.) = 56" A.F.F. E 'L -c o TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK 2 0 ` 0. TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. .N U w aN ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. L. o E M P 06 CORNER SHELF = 56" A.F.F. a Q 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/ 112" GYP. BEARING WALL 2X 16" O.C. W W W Q LU UJ 2" z� Z W/1/2"GYP. W (D W w0M_j¢0¢o:aU_00��0 < Q V �aX�'zLL�0z.011 Q cnCga0 0w00m0Z a ❑=FILLED CELL W/(1) #5 VERTICAL 1-- 0 ��a�ZYowzwwQ0a ®=FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB U)Oz ¢OW�w_��Zg_wo�v�Q Y Q b= FILLED CELL W/(2) #5 VERTICAL o a 0 0 ¢ U_ O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) i; STAIR DATA O STAIR O MARK RISERS TREADS LANDINGS TOTAL RISE z (V LLJ A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" � SQUARE FOOTAGE: O AREA PROPOSED Q M O FIRST FLOOR LIVING 780 a- � LPL fit - SECOND FLOOR LIVING 1090 Q W Ln TOTAL LIVING SQ FT 1870ENTRY 38 GARAGE 443 z z < 06 TOTAL SQ FT 2351 W INSULATION REQ. -' o �O 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 (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) CD O 00 O O O and ASCE 7-10 Methods M � � r N 0 0 0 0 0 0 0 WALL N N N N N N N TRIBUTARY Mt 6 6 O O 00 N M AREA (ft)2 N O r- O O INTERIOR END N 4 TL& O O N 0 0 0 0 0 10 39.4 -42.1 39.4 -51.8 O O = 20 37.6 -40.5 37.6 -48.6 ' .N L 0 0 0 0 0 0 50 35.2 -37.3 35.2 -43.7 L � N CO '�t LO Cfl ti 100 33.4 -35.6 33.4 -40.5 P%ft, / \ GARAGE DR 30.0 -33.9 30.0 -33.9 ^/z Z z� 0WU, Q 2 Z) C L-- O a � z Z LU � W =m02 H = z rl �ZzLL ZLL W I� O��z < 00 V�ZLL U z r-i = ¢ C ~ z oU 0 0- �a m zA2 w LU � C) N LAST PLOT DATE N Feb. 26, 21 z Q 1ST & 2ND FLOOR i PLAN A STAIR SECTION 1 /211 = 1 1 -0" HEADROOM IN STAIRWAY ISEE SHEET ST TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS W/ FBCR R311.7.2 1" NOSINGZ,. 10" RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1 '-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND 8) 1/4" X 2-1/4" TITENS INT GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w F- O z Lu 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. T N O CD CD M N qq1a y '1 Q'N O co A�vLo L¢14 Lu E W cl z ¢ wW' ^, E ^\` ; 0 o i W/� c) M f}' V v -0 2) C) O Q u o TZ1 O LL O Q LJJ s Lw Q: cO EM TW v a � Lu uj (D w Dui U) w0~ w�Q w2-j Q � zw Z QO��0O�0�w000'o-j0 Q Q V F- I- 000 Z'u-220OF-¢Q dcnw�OZOw00mZZ 0 0 0 Z cn�CL u5wwwinww¢p ¢F¢OwamZ1Z��UOd LL Ow �E-F- �w23 O� 0 0 pQ a u.¢ O F¢u f N O O N Ow f--' V N Q � O z O V Lr) d J V) LL U-) zz Q . Lu Q F--m W w Jo J `-M ♦ c� ao ao O N CD N O N N O N O N O N O N O N O N O N C6 N O O O 6 O pp C N A N N,,,�a O � O O o O O O O N o L— >1 V7 I O C-41 o co 0 1 4-1In 0 o 1 (D O r- N 1..� Z Z Z O in C w ow U r � Q Uo�< Oa=a z z Lu �m0Z r=I1o=Z v z J Q 0 �2ZW,--I Z Z LLJ I� O g 2 z Q IL z T—I ¢ O ■ Z U OU O p.- �MMl< W < Z z w J _Z O � N LAST PLOT DATE Feb. 26, 21 Z DETAILS _I aw O_ CN N b v M O N THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. ESTE ES UN PLAN DE COLOCAC16N 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. DO NOT CUT OR ALTER 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 INSTALATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 BY THE TRUSS OR TRUSSES, AND MUST BE INPLACE AND IN SERVICE BEFORE THE SHEETS. TRUSSES 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 DISEIVADAS ADECUADAMENTE PARA TODAS LAS CAPAS SERAN RAPIDAS JUNTAS (TORNILLOS, CLAVOS Y TORNILLOS) ANTES DE ACEPTARAN CARGOS ANTERIORES SIN APROBAC16N PREVIA POR ESCRITO DE NUESTRO LLEVAR LAS CARGAS IMPUESTAS POR LOS TRUSS O TRUSSES, Y DEBEN ESTAR EN LUGAR LA INSTALAC16N Y ANTES DE APLICAR CUALQUIER CARGA. POR LAS HOJAS DE INGENIERIA DEPARTAMENTO DE SERVICIO EN CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 Y EN SERVICIO ANTES DE QUE LOS TRUSSES SE CONFIGUREN PARA EVITAR LAS SUMINISTRADAS. REPARACIONES. 26-0" FRAMED BY BUILDER 2'-0 3/4" I I I I I — I I I I II II �I II II l II �I II II II II II I I II --fir— II II II II II II OW T4 ---- FT5 „ II it FT1 ---- — -- ---- --- _ —�-- II II II I i I I I I co r--- II ---- ---i I ---- ---- \ l I II II II L ----- — _j I--- I I I I I I r__J„FG1 � II II II II II II II FT6 -----_------BEARING WALL — u FT3A II NI I FT7 • ° • a I I BEARING II III WALL I ------ I d II I I I I II II I ----------------1r---------I I I I I I I L--------------- J ------- I I I I I I I I I I I I I I I I I I I I I UL iL ------ JL_ ll I I J - ---------- ------ II II II II II II II II SH 112 HD AT 34 T-3" M1 r II w II II FT2GE li r 21'-4" SECOND FLOOR - FLOOR FRAMING PLAN 1 /411 = 1'-011 -„ G) m N 1 eo C C T N cli 1 _ N I � N O N � a� r C ac c P�UMp ( 30'-0" CJ 1 � U CA 1 y U LO EJ7 LO L) 0 CJ3 CJ3 ��I CJ5 \ CJ5 U=1016# U=1015# A5G /A4 A3 A2 Al M 0 CN ATTIC ACCESS A2 A3 A4A U=1332# A6G CJ5 m ti✓� CJ3 q 0 W LO 0 CJ1 U B2 B3G 0 v CJ14& EJ2 CA = M. SECOND FLOOR - ROOF FRAMING PLAN 1 /4„ = 1'-011 1?FF�pl TO LNG, PACK FOP, CONNFC110N, 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. HAG F, C HAPf 4 N = HUS 26 d a = LUS24 ►= HHUS46 pl rV TO ENG, PACK FOP, CONNECTION, 2 0 O CJ3 CJ5A O CJ3 CJ1 ce) U U CJ1 C U U II,04/II 16 1' -0- 5116" 2' -0" 21 OI I TYPI CA, 5' 5�OACK COFN�I?5�f �VLING YpICA �' S��CLACK ANn SPACING CO�N�pS�� �A3��ING ANb 5FAC1 N6 (S I MPSON) (S I MPSON) ( S I MPSON) La'oeled End .'Nark ATlENT10N DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or I ss 30' to 60' Span Spreader Bar 60 degrees or less 1/2 2/3 to 1/2 T— line r span approx. T.,line r span approx, REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. 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-61 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' U.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to SCSI—B1 for an additional bracing 9 details. ROOF LOADING SCHEDULE 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 = 92 PSF DESIGN CRITERIA F°EC 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 104 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF UPLIFT BLOCK i �VAI�1� KEY 0 (5 "5 - -� CARPENTER CONTRACTORS - - OF AULLARICA 3900 AVENUE G, N. W, MINTER HAVEN FLORIDA 33880 PHONE; (800) 959-8836 FAX; (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :VARIOUS MODEL :1873 AMERICAN DREAM/A CCA PROJ/MODEL/ALT .7A2 1871A ALT DESC: OTC LOT : BLOCK: DESIGNER PAGE . JMD DATE 06 2620 5 LAN# SCALE .N31 9335L 1 1 4" "=1' ??? 11/18/02 9:52 AM CCA48.dwg N 0 N N �° {t Q�i kf, LO C) CD sn. 6 C 9 Q z '1 a p^ fJ \ w 0 Q �? W L '= MN N � vi V % — L O O � o � o p 0 o � Q Ups —t 0. 00 L C) M m 7W V � I- a -a (1111) (� W w W O Y � ZW w¢ lq O2 Q =JZO�UO0 O < Q Q~ZU ?CyXLL 0 0C00� 0W0-00z Zw w(Q0Q CjO�Z� n- — www —� W0-WQVZO < Z �O LL a QOw 2 Z L QQawQ OEwe LL I_- N O t'V Z W cJ�rl > U.) C:) O ZU) o Q Ul) Ln CL J LL V- W Lr) �aryi 06 Q Q Z � 3: W W C:) Jo M (0 M M C)O CD r O N O N O N O CV p N p N O N C3 O O ap (N A O O O C)r O C)N 0 O o 1 ;n 0 N 0 co 0 0 0 0 > 1 Z Z Zo wn LLIUrE o VJ Q UoEE0 Z!a �_ z Oa=Q Z LU _ = XIOZ H 2 V z Z J Q > �2ZwTI 1_ZZ IMF Og2Z w Q Zr-I Z z = Q o ~ • �c Z U g DU o a W � Q Z Z J C LLJ d' o N LAST PLOT DATE Feb. 26, 21 .. .0 me- 2ND FLOOR ROOF J FRAMING PLAN PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H1OA-2 STAGGERED, SEE DETAIL 13/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-0" 12 T.O.M. � 5 METAL DRIP EDGE (S) A23 2X4 FASCIA - ALUMINIUM 2'-0" WRAP (S) A23 ALUMINUM PT 2X4 LEDGER ATTACHED TO SOFFIT WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" 12 SOFFIT DETAIL 3/411= 11-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED tV 0 0 O 8" 1'-0" 1'-0" 13 LEDGER DETAIL T-8" i. 714" 19'-0" 6" SC 7/8" S 6" X Cl PLASTEF 16" X Cl PLASTEF 5/8" STUC / 10 \ SHINGLE FRONT ELEVATION A 1 /4" = 1'-0" 12 b 15 5 CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 18'-0" T.O.P. 2 ;r. ELEV AT 10'-0" 7/8" STUCCO o w 12 2ND FLOOR FF ON FRAME _ CONTROL _ "� JOINT 5' _ ELEV AT 8'-8" T.O.M. o WEEP—7 SCREED tO A/C UNIT 5/8" STUCCO '� AND PAD ON CMU ELEV AT 0'-0" 1ST FLOOR. FF GRADE LINE 3 REAR ELEVATION A 1/811= 11-011 0 —N— — — — — — — — — -- SLOPE 5:12 1 4'-0" OFF ON RIDGE cU) Lo ROOF VENT I SLOPE SLOPE �— 5:12 5:12 w I a ON I 12 ,15 12'-0" CASING BEAD W/ _ I!? WEEP HOLES _ O ti OVER FLASHING 5 CONTROL. o w CV = 11 - - - - - A5.A - - - - - - - WEEP — SCREED 1 _ _ I I - - - - - - - GRADE LINE ARIGHT ELEVATION A SLOPE SLOPE 12 5:12� ---- o I SLOPE 5:12 I o -- -- ------ — --�� 6" 41 1 ROOF PLAN A 1 /8 = 1 -011 A/C UNIT AND PAD 1 /8" = 1 '-0" LEFT ELEVATION A 1 /8" = 1 '-0" 7/8" STUCCO ON FRAME ;1 P, �' �'-T�/ ELEV AT 18'-0" T.O.P. 12'-0" 1 t-Ott ELEV AT 10'-0" 2ND FLOOR FF CONTROL — JOINT _ 12 ELEV AT 8'-8" - T.O.M. 2'-0" A/C UNIT AND PAD i� ELEV AT 0'-0" 1 ST FLOOR FF 5/8" STUCCO ON CMU 7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 5/8" STUCCO ON CMU ELEV AT 0'-0" 1ST FLOOR FF ELEV AT 18'-0" T.O.P. SING BEAD W/ WEEP HOLES ER FLASHING ELEV AT 10'-0" / 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 11 A5.A ELEV AT 0'-0" 1 ST FLOOR FF GENERAL NOTES: FLASHING NOTES: * G.C. VERIFY ROOF RITCH DUE 10 CLARITY NO] ALL REQUIRED FLASHING ARE INDICA71 EIJ UN 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 (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF ROOF VENT CALCULATIONS: THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY 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 INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL WOOFORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) = 5. WHERE EXTERIOR PORCHES, DOECKS JECTING OR STAIRS ATTACH TO A WALL NET SQ. INCH REQUIREMENT OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. ATTIC AREA = 1222 SQ FT 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 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: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS 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 LINE OF THAT PARTICULAR ROOM ATTIC VENTILATION 12 ROOF FINISH PER ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA __15 ELEVATION BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. ROOF SHEATHING THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE MANUFACTURED REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE ROOF TRUSS THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF METAL DRIP EDGE THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION 2X4 SUB -FASCIA PROVIDED BY EAVE OR CORNICE VENTS. 2X2 #2 P.T. MIN. W/ J-CHANNEL SECURED @ 1'-0" ALUMINIUM WRAP CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF 24" O.C. FASTENED TO PLAN. 1" ALUMINUM (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) WOOD W/ 0.148" x 3 4 @ SOFFIT * RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA / LINEAR FT. 16"O.C. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE ACCORDANCE WITH R704.2 FBC 7TH EDITION (2020) - RESIDENTIAL VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. 6 SOFFIT DETAIL 3/4 11-011SHINGLE AND UNDERLAYMENT NOTE: ROOF FINISH PER ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE 12 ELEVATION R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL 15 SHINGLE UNDERLAYMENT SHALL COMPLY WITH ROOF SHEATHING SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL MANUFACTURED GENERAL NOTES: ROOFTRUSS APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE INSTALLED IN ACCORDANCE WITH FBC R703.7, ASTM C926 METAL DRIP EDGE AND C1063 2X4 SUB -FASCIA 2X2 #2 P.T. MIN. W/ J-CHANNEL SECURED @ ALUMINIUM WRAP 24 O.C. FASTENED TO 6" CMU W/ 3" LONG T-NAILS ALUMINUM @ 24" O.C. SOFFIT 1tt 4„ 1 , " NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND iv iv CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN ACCORDANCE WITH R704.2 FBC 7TH EDITION (2020) - RESIDENTIAL o - o - _' oo _! 00 7 SOFFIT DETAIL �N� FEPS OAM 3/4 - 1 -0 2" o _-ASTUCCO DETAIL 9A STdUCCO ,DETAIL 00, 2"-'1 1`-2" r10 BRACKET DETAIL 111-1-0 11 Ali i j Ll 12" SQ CMU COLUMN, SMOOTH STUCCO FINISH STUCCO BANDi 11 COLUMN DETAIL /d 11-niv 1' 3Y raw¢ •pis 7;i.: U6 6ILa to , CC ..: E ^, W L 'o ``? co m coo E t mo D O �o O o 2 0 0 Q •:n t U� � I ' W Q � cc)O E ri yr y„ m a� __ a F— ❑- v- W°F- W W~ Q Lu w J w§ Y Z w Z w W=) JV0 LLc)°L JO Q 0 Z)a0 ZuWti0Z200E-¢~ Q acn0§aoZo2oom'o � (� O i CL zYOZZL-0O W C cn Z a~w°U�v�-UWo��°a °°Q ° 5 OQZ¢ LL �¢� f O O N Z W z U') Q L10 M Ln (LL c� a. z Q W Q � Z I- W Lu d- N 0 N N N Lo 0 co L0 Q z w O 0 w z Q M CD 00 00 O O O � 1'-4" 1 0 0 0 0 0 0 0 1°-2" N N N N N N N 0p N M N N O 6 6 6 O O N T 0 00 0 0 00 s 1 ;n L c- 0 0 0 0 0 0 1 C'41 c+ 'IT I Lo I CD Ir` 1 .> z z . z o owin N w�> Q Ua -0 �� a ~ OW7Q •— Lo Z ZOfI.- � _ F-m0z �. �o W QZ T-1 CLZzLL Lu MMN O-12W Q W LD z z Z 2Q0 Z ~ U 32 g OV a MM0 W � z w J z w 14 LuMC) ,I- IT LAST PLOT DATE — > N Feb. 26, 21 EXTERIOR z 0 ELEVATIONS & —j ROOF PLAN NOTES: - _"S� All, ELECTRICAL DETAIL: A/C DISCONNECT WP GFI ELEC METER 110 5'-6" 4'-4" REF 1'-11" 0 CN HW GFI O -ELEC PANEL 1 KITCHEN �3[I%1=IIITIII►�I�IZe3�l GFI TWO CAR GARAGE 0 r` 6'-11" I-- & PWDR i GFI BATH GFI 48 i o GFI N 110V CLG MNT. OUTLET r-----------i--- I O 0 at r k i ------ TO 2ND FLR ELEC ------- YA '-0" GFI o WP i i FIRST FLOOR ELECTRICAL PLAN A 1 /4„ = 1'-0" 1 2'-3" N SN -LINE OF` FLOOR ABV I. FOYER ENTRY SECOND FLOOR ELECTRICAL PLAN A 1 /411 = 1 1 -0" METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 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 THE 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 #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 & 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH i� SWITCH DOOR JAMB 0 4 1/2" DUPLEX _ OUTLET 1 TRIM M 0 BASE ° TRIM o NOTE: N o `O 01, E o ALL DIMENSIONS ARE FROM L 0 M tN ry ROUGH FRAMING z.C`)M Cn V -000 L ,i (`') 0 } p O o ELECTRICAL LEGEND: ,�_ o NOTE: ALL HEIGHTS ABOVE FINISH FLOOR V L' 00 co 110V DUPLEX OUTLET AT 12" a � � ~ ° 110V DUPLEX OUTLET AT 39" NOTE: ALLRECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" ` 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED p Li In, w o E' TELEVISION OUTLET AT 12" - WIRE FOR (L1U' LLI _W�oaa<cn� �¢�p Z owa� � o " CABLE & SATELLITE cn QQ � ox-jzooz2op�p o STRUCTURED WIRE OUTLET 1-- (n wSo ,�o-�oompzaw w zp LE¢- )W 0N wZL`WOaO Zx0Z0U SWITCH AT 36" Zaww- gwU a0o2Q Q �p pQ�3WAYSWITCHAT36" -G6z-" 4 WAY SWITCH AT 36" -o PUSH BUTTON FOR GARAGE DOOR OPENER a fl DIMMER SWITCH AT 36" -fl PUSH-BUTTON DOORBELL C:) 0 r4 A CLG MNT LT FIXTURE z W EBB} CLG MNT PREWIRE - FIXTURE BY OWNER O {C SURFACE MNT FIXTURE > L l� 0 M C:) { WALL MNT FIXTURE Q L) J LLr) NOTE: �. un � � 03 40W A 6" ROUND OPALEX - ALTERNATE 2 t!7 N TUB/SHOWER CANS MAY BE Q W Q Lq 04 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY ce C RECESS CAN OR LED OWNER Q Q 06 C 50W PAR20 NFL 4" MINI ROUND RECESS Z f- LU �o) 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -j O {} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CM 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 m 00 00 CD 0 0 N N N N 24 24"CLG MNT WRAPPED FLUOR LIGHT o 0 0 C 0 0 0 N N N N N N N 48 48"CLG MNT WRAPPED FLUOR LIGHT 0) M CD 6 0o C� c ) 24 N CD �- � C) � O 24" VANITY LIGHTING N 4,' & <� o o c� � � F� 36 � 36" VANITY LIGHTING O O 0 0 0 0 0 48 48" VANITY LIGHTING o go EXHAUST FAN/LIGHT L 0 0 0 0 0 0 i C141 M I It I LO I CD I ti ® EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL n/ Z ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR L.L Z O WU> CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) _U ER 0 1� MASTER STATION 0 L a W �l ELEC PANEL Lo Z 7 VACUM OUTLET AT 12" z � I~- ## �moz RA CEILING RETURN AIR (W/ SIZE) F- Z Z J ® A/C REGISTER ' ' Q Q O C THERMOSTAT w © SECURITY PAD T"q z Q� Z Z LL IEM ELEC METER LU 2 z MM� W Q U -1 LLJ z Z ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE z = Q O SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION Z U PURPOSES. 00 V m Q zA6 Z z w J `� LU,qt LAST PLOT DATE Feb. 26, 21 Z■ O 1ST & 2ND FLOOR ELECTRICAL PLAN J A. N i y 00 00 N 0 ih 1" FILLER 5 MASTER BATH 112 — 1 -0 FILLER 3'-6" 4" BACKSPLASH T-6" 2" FILLER KITCHEN 1 /211 = 11-011 2'-6" HOOD RANGE 2'-6" 3'-6" l 1 1/2" FILLER PANTRY \ / 3'-6" SKEWED 1 1/2" FILLER cV i O M 19 0 ih N i M o0 e0 - N 0 �i 2" FILLER 1'-9" 3'-0" cll 1/2" FILLER 1 1/2" FILLER PANTRY Ll 4" BACKSPLASH 0 \ / / 2'-0" SKEWED 1'-9" 3'-3" 2" FILLER KITCHEN 1 /211 = 11-011 o0 SHWR HD--\\,,, (V M VALVE LINEN CLOSET o 60 (V LLJ M 4'-11 " 1 X-3" 4 1/2" MASTER BATH 1 /211 = 11-011 L -U" .S'-U L'-U" 11 2" END PANEL 3 KITCHEN ISLAND 1 -0 0° HOLLYWOD 00 SHWR HD STRIP LIGHTS WALL io 30" HIGH o MIRROR r (V o `e) VALVE 4" o 00 BACKSPLASH SPIGOT o Co \ \ O M 2'-9 7/8" 2'-6 1/2" 1'-6" 3'-0" 1 1/2" FILLER MTH #2 SEE SHEET ST IFOR STAIR DETAILS Lo LOFT PWDR II KITCHEN BATH 2X4 WALL TOP AT 34 1/2" 4 KITCHEN„ 1 /2 = 1 -0 0 M WIRE SHELF ::� T 0 "HANSEN" BOX 220 VOLT r- r----- ---- I 14 1/2" X 16" DRYER VENT RECESS M I I I I I I I I I I I I I I I I I LJ I (: 8 )�VT2'1 - 1 -0 12 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) 5 R-30 BLOWN INSULATION ELEV AT 18'-0" OIL T.O.P. MASTER SUITE LIVING ROOM SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR UNIT'1871 - A' - BUILDING SECTION 3/1611 = 11-01 1 ELEV AT 10'-0" 2ND FLOOR FF _ ELEV AT 8'-8". T.O.M ^` E L So)0 W w i ' Q MN N -0 V O� v a 0 � o _O Oro �Q u�� -s �N W UJ aN C O Em L Iz, N r-F a -o W EjLLI 0 polo- 8 W I W po p w 8¢ <1 <, Y Z 6 Z Q: X J oz wo � O c z- O p J 0 Q U ' Q Z "0 2 0 0 c H¢ pw�w0—Zow°—�m�� cn a cn w w cn o¢ 2 C'1�� U) Z JaapWYozZ�`pw�on. QHpw ��� �WOg0 ¢ oa o 0 oQz� �¢w f w O fV OW "o O 0 �M O Q � M � Q W F'ceaCL Q Ln 2:c� QUQoo Z � � W w J� M co M M O CD O r- O O CV O N O N O N O N O N N N O O O 6 O r ap O cv T-- A O N d' O 1 o O 00 O O O r N O oho 1 i r O cV O c� O 4 O Lri O CO CD ti z z0 c Wor> owv� N Q vo�s - Q tea=¢ a. • — Z Z w �- �- 0'-F- �— _ I"co 0Z D Z J Q �-�zw 7" 1 a Z Z OU 2 00 Q CL u L z • z z ~ p Z U Oo F-m Z A7 z W CO Lu d' o N LAST PLOT DATE Feb. 26, 21 A - INTERIOR z 0 J 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. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HHVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATH-i UBS, 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 GLPZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURP.'- NOTES 1. SPECIFICATIONS 1. 1. CONSTRUCTION: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1,1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7, "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WINC LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 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: Y4 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 ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING,P E PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 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 BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and . spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cofncrete oyerpo�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) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +/ 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. nln-r�• 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. nln-rc: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". 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 O N CN co C. Q c W O LL! Z Q SIN d ^ o W V c -011 U N N V 00 v rn = m C L i C O W � 0 2 o 4F o o " �'_ g Q s d .N w a� CD 0 V r-, a w 0 LLI Uj W O F- W~Q � J ofQ' ZX Z 0 V' `w, Q U Q Q0�_j(�0���u-00u- '<OX Zof 02200HQ~ U) CIf 0 X O O f--- [-- (0 O O m z� O _Oa>Lu zY0Zz�pWo�a (n Z ¢~LL wO�Fa-�-gWp�UOQ Z U) O O N 0 w �.' O O Q U0 J Lr CL V N w Q lv� Q Q 00 Z�F- w W J � CU r 00 T.- 00 T-- O N O N O N N O N O N O N O N O N O N O N a N O O O O op N A N 4 C) � CD O C)CD O O r O N CD O O C 1C.0 O .L L > r � CD N 0 c� 0 "It 0 0 0 \� Z Z O ❑W(n C� a UoERC1 Z 0 z10 00- � _ I.-co0Z I-. = Z LD O t W 1 Z � TI Z Z LLj000 Q agW Ln Z Z TI Z 2Qp i Q O"J 0a Z m SNO tr a Z Z J LIJ Cy It � NLAST PLOT DATE Feb. 26, 21 z 0 STRUCTURAL J DETAILS CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER 0 — O 1 CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLS60ROUGH 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. 19'4" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE w 15/32" CDX Q PLYWOOD OR O 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8o i JNG SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113INCH 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 1b 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. + + + + + + + + + + + + + + + + + + + + + + + + + + 9lF + + + + + + +++ +++ + + + + t + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x P — 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 4'1/8" gap k N1 FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 21"' 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 we 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 LEAVING%" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuis. - Birdsmouth cuts. N.T.S. - Under 2nd floor coh imn w/ InwiQ 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 zor=11sinler details in One 10d box areas=20 of high lateral load. t T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Vern ' am LVL or Glulam Beam O NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking J for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) ❑ (o A 1Y," ROUND HOLE MAY 61" 6"" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer 61 when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at blocking panel *Non -stacking walls require additional consideration. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 13C190SO 1 - / " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8"o THRU BOLT SIMPSC w/ (22) . NAILS 1 R TRUSS 'OP PLATE III 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 I Plumbing H ETAL20 INSTALLATION Joist n joists meet over wall, provide " minimum bearing for each. I -Joist can be offsetuJ up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. ki Round tie Diameter (in) 2 3 4 5 6 7' -87 5 `Its 11 12 13 Reotenguler Hole Side (in) 2 S $ 9 10i Any 16" joist Span (ft) a '-0„ -I" V-2`" V-2" V-3"" 1'-3" 1'-7" 1'�-11" 2-4"" 2"-9" 3'_2" 7" 12 1`-O" 1 "- '" 1"-2" 1 r-2'" V-3" 1 a-9" 2'-4" 2°-11'" 3'-7" 4"-2" 4'-0" 5-4" 16 1'-C" V-1" V-2" V-2" V-7" 2'�-5"w 3'-2"° 3',10'. 4.-�," 5"-7„ 6"-4" 7w-2," 20 11"-0"" i 1-1"" 1' 2ww 1%2" 2'"-0" V' 0" 4`-0" 4%10r" M-2y`] CS'-11;" ' 11"24 1" 0," 1"-1""1'-2°°1°-3w" a_5"e3w-7"w4rewa5"-10w"8"-4"" '-6" 10< 0" 1 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 CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. �nstall tight to top flange. A \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL ° U00 FINISH GRADE SLEEVE THRU STEMS SEE PLAN FOR---'°• ° . • • FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 RE BAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. '10 LOCATION OF ° \ SECOND H10A ° SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAI LS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE N,1 PENETRATION PVC OR SCH40 SLEEVE G I I-1 11=1 I I-1 1 1• l i=1 I I=1 I -i I I=1 12" BELOW GRADE �I ,14111 I •Jr�II IT I I � I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION i CL- - - - - - — - - - - - - - - - - - - - - - SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -----4. d 11=1 I -III—II1-1 o—III—III- =1 11= ° SEE FND. PLN. SIZE & REINF. N 0 N N y. _, F N 'r 0 0 �� '', '� ` < e cJ I ?"... Ft z w s O ". LU f � Z /A AW' � W L 1011 U N cMd N 7 0 V 4)D 0 U o 0 U- o Q t U�� .N U w Q E^i W L 0 D 0 a V, LU LLJ (D 0 LLI uj W Q W�Q � � JOz�O OX z� JY)O2o�cn 0LL¢QQUQ0zLLUZ) — _ZU¢¢ H- 1-- d 0 b OCO =OZO�OOmZcoWa.>5WWWZV5Q �U -¢ �aWOz"0LJz¢wY�W¢ Qgo— ozog o :D 0, u- ¢ O I- ¢ u_ O O N Ow ~ (n � O O a(i)J� � (� LE LU Q Q U Q 06 Z 1— w LUJ� d- co O — CO 'c- CO — O N O O C- CNI O N O N O N O N O N O N O n1 CA N M O— O O — ap CD CV r- CM O N ,;I-M O O O 0.)O O O N O O ' >1 r I O Nl O c'7 O I d I O LO O I CD O I,- N Z Z Il�f� CO 0 W � W0F_ CO -0Q Q 00 OW III U") z z �=Q 0 � ~ca0Z Z J � z 1� �ZZ LL 0�>_ 00 � �ZZ Z>_ r-I = Q O ~ ■ Z U Q O"Ja 0 z Z Z J LU� CY) NT 0 o N LAST PLOT DATE Feb. 26, 21 STRUCTURAL z Q J DETAILS V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1 U-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. r 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `'' PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT =III=1 i=III=I m ° p=i I=III=I I I FOR ROOF PITCH 4:12 OR LESS. 1-III—III=III D 1 I=I I -I I=' ;' ' I-1 I I -I i I-i I I -I p • I I -III -I I I_I 11-1' PRE ENGINEERED WOOD '—I 1— i I — '" I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I -I 11=_I I �- TRUSS @ 24" O.C. U.N.O. -III I I -III -III -III III -III I=11' 12 HURRICANE ANCHOR @EACH I� ��11 11 iI�I41 (TyP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ gr —1[r! — METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 112" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE �2x W/A HABITABLE ROOM 1, .N.O. SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Lu a NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 D' °� 6 MIL VAPOR IIIII D I11=I = = Z BARRIER fl D 4 1I111 -I I I1= r COMP. SOIL. IIIII (COMPACTED TO 95% 11=III=III 11= MODIFIED PROCTOR III III III —III —I I I ASTM D1557) 3" MIN. CLR. O #5 CHAIREBAR TYP. (1 STORY) STD. 90 HOOK SEE CHAIRS TYP. �1'4' 4" 1'-8" (2 STORY) DETAIL) U.N.O.N ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �M �J ,. ----�:. -�; 1111=I i 1=11I d-• III=� I I= �1 � , 7�1l 11111 I I I I I . `� . . a .' : '. 4" I 00 1=1 I -III-I I I -III I i.d ' •�: I -I I I= ' • - III=1 III Id' SEE A/S3 0R J/S6 FOR REINF. INFO. 3"MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D• FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING I U-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS r 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE d a a A.F.F. @ 24OO.C�'x10' WEDGE ANCHOR 2rr x 6 W1.4 x W1.4 .Q. A. Q, Q' '° °° I rr z 3 1/2" MIN. WWF OR FIBERMESH a A d a a ELEV. -0-3 1/2 � d ° ...d' .. °a' d d °.d ..d ° A.F.F. o D ' e' ° a 2x4 CONT. ° w o d d I'31/2"(min.) Orr 00 GARAGE DEPTH VARIES a 3 1/2 (min.) - 4 I- `' ° a —1I1=III _ III=1I1=1I1=III III=III d_. a �. _ (2) #5 CONT. I I 111� 111 111 11 III- , 4" 1 r-4rr 81r GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL (D STEP SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs' NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�NNJo S 5/8"OR 1/2" HIGH STRENGTH --,/ `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 1/2" MIN. 1 D ° , III=III-III-131/2"(min.)-4" 00 --I-I 1- 31/2"(min.) - 4" =1 1=1 I - =I I I -I 17 =FILI Ell l l I I I I=1 1=1 11=1 I I I I=11 I' (2) #5 CONT. I 14 ,1 ;III i l l41„III IS-' U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ (10) G/S3 FOR ANCHOR "J" 5I8"° 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 HOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. a K.O. BLOCK 10d NAILS OF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE *SIMPSON SP1 (6) 1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING A SPACE ANCHOR wl (10) 10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM r TYP. 2x P.T. PLATE ASSUMED FINISHED .� E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w END OF 2" x PLATE D GRADE ° cal d D p ' Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° z M ° FINISH GRADE 00 [GRADE 60 MIN. Fy= 6Dksi] a - -III—III I m MONO OR STEMWALL — — — p pD 25"MIN. LAP [30" MIN. LAP ] II II D °' FOOTING MONO SHOWN ;' D '� -"'-III-1 -III _ W 11/11111 II II p • o R P.' FOR CLARITY ° °° 6 MIL VAPOR BARRIER I I III o o ° I=III=1 I I=I I I-_ -' R 17/8' —III, 1111=I ° D ° D I III III III III III #5 REINFORCING BAR I=III= —' _ '. '' ° . _I III=III=III=III=III=III- z III„ o . I -III, ,III -III -III; r S ur- I AD QDI InC 1-1I -1 NOTE: D . J :=1 I=1 I I=1 I I —III —III —I " a p *FOR BEARING WALL =III=III=III=III=III= T COMP. SOIL. (COMPACTED TO- W/ UPLIFT ONLY — — — — — — — — — — — — — — —_— 95% MODIFIED PROCTOR ASTM �= I i=11=III=III=I TIT =I=III I 1111-111=I11=I=III=I=1 I=I 11=111=I=111=III=i � I=I 11 D 1557) II I I I I III III III I- I -III -I I=I I -III -I I-11I-I11=III-11I-III-I i I-111-III- 4r' 1'4" FRAME WALL TO C.M.U. WALL CONNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 GRADE ° °° -I = 11=III=11=11=1 I III 1 I (1) #5 REBAR w/ OPT. ' 1=1 11=1 11=1 11= 11= 11=1 11= jr-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r�L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS M ' d d M � I =111 11 III d III=11 1 -III-III _ II�IIIilll ''•..;'" IIIIIIII d SEE A/S3 OR J/S6 -ILi l 11 l li l 11- 11,,111- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol I_ " J CONT. BEAD SEALANT INTERIOR 4. d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 60 N I I —III �11=1 M �11=II=11- _ BARRIER — — 1L 1L i =1 —111, III' -II11=1 I =1 I -III=... I 1I- 111 III111 111 111 ; 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" REINFORCING•1 •i 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24" O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N �: WWF OR FIBERMESH �, E p III -III -III -III II III —III —III—' r kz) 70 I, -1 I, , I ON 3" CHAIRS (TYP.) 8rr 1'-4" 8" TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO a SEE PLAN FOR r e . TOP OF BEAM &LAYOUT DESIGN — III -III -III; SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL 1-1 11 BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ — —I MIN 7/16 Q.S.B. SHEATHING SEE A/S3/J/S6 Z ATTACHED PER NAILING FOR REINF. INFO. 0 OPTION #-I w I ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION � w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rm SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL �• w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. N ' ON FLOOR PLAN SIZE VARIES PER PLAN o, CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 GRADE a ° E K, FILLED SOLID (SEE PLAN FOR = _ _ = a _ aI 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) c� - =- 111=1 ° °•=1 I � 1=111=_� = T WWF OR FIBERMESH T z �- n w ° — III —• — — I=1 I III- 1-I 11_ w Z ° ' BRICK PAVERS or SLAB PER COMMUNITY SPECS -III p o _ -I = = • = I = I I=III= . • ' °• 74 — _—' _ M z ¢ w TAPERED COLUMN FRAMI G III 111-1 1=111=111-111 111-111-111= ' FOOTING 11 11111111I1111111 111 11=III-III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K'�N� SCALE: N.T.S. II S3 N O N r.;u=•. O co s� s, a LO co LO �1 gu<,�'� s z 0 LLI z a L n E p > O cr,, a)L IN %� ■� M Vco(N ° O CO w a V/ o � O o U Ps °a� °< •N Lu QN C 0 6m p EM c 70 0 K 06 Lu W (D WWf0�ILLU0u-j0 °ui lv wOH Wesof z U) Q- QQ _z °0X 2, �LL°zm0,F 5WHOOROOmZz QU z 5 O O n Z�0w°��Wo° � CL>ZYLu Z¢0OfOZp a°�— 2v ¢ LL o a �Q<LLQ O O N OW i--I L0 O z O Q V M LLfI LF) LL I z a Q. a Lrn F- QUa00 W w �c:) cn (0 O �:;� ' 00 O N O N O N r- N 0 N 0:0 N! N O N O N O N O N O N O ' O O r O CDo N A I N Or O � O � 0 I �r I Ot— O 0 0 L T-- 0 N 0 CO 0 4 0 In 0 Cfl 0 ti ^, > 1 z Z Z O Q LD 0 oo�� _ Z Z LU Lr- m O Z 2 Z 3 J Q i'2Z� T" Q. Z Z D- W I� Og2z �.. Q 00 U z n ■ z ,--� Q p � Z U g O Q z Z Z J ui M CN a NLAST PLOT DATE Mar. 30, 21 STRUCTURAL z ■ 0 J DETAILS -MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 112" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND 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 !^�J� TONEAILS SPACED V EVENLY EXTERIOR FACE OF BLOCK 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 WALL IS 1 1/2 MAXIMUM 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 1 SCALE: N.T.S. Sq 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. 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 Wi STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER **+ * * STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE I) PLATE W/ (2) 16d TO I� TRUSS BELOW a 1/2" EXTERIOR GRADE SHEATHING —� 7 - FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ot TO DRAIN EXTERIOR WALL WALL CLEAN -OUT A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 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 SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. SL� KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1} #5 FOR CONCRETE PLACEMENT rim, .. .- I ■'mill' Ill�i IIII� ■■III' lit■Im =1II1 III II ■I�I II II I� ■■lii''' III■!■ �IIII IIIL� NOTES: O 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. C VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4, FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J 'o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR " GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET 0 GARAGE DOOR TRACK SCALE: N.T.S. a. • a a <: POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED S. 'aCE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 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" 0/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 FOP a 1ARAGE OOR vvvn i nr�,n 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 T-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED. @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (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 O,Q SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a a. 12 TPT 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 NAILS AT EACH STUD / \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T O/C FIELD 2X4 PT STUDS @ 16" Q.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8)10dx1 1/2" Ef El NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. _ (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 . Qg, SPLICE STAGGERED N G O/ 10d @ 8" O/C STD . ATTACH ALL J EXTERIOR STUDS W/ ��16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON l C i P.T. ATE JIIVIr'JVIV JY'4 SP2 JIIVIr-OUN SIMPSON SP1 SIMPSON SP4 10 ST ST J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 o, o. 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 11 a NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 C [TRUSS BOTTOM CHORD OR 2x4 BLOCKING 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" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 J r'+ 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 30LTS @ 24" O.C. v 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. OB (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. I & NUT C ROOF TRUSS ABOVE /— 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS MASONRY WALL �10d NAILc @ 4 10d NAILS @ 6" O.C. STAGGERED A 1 STAGGERED TRANSOM FRAMING BEYOND. ,—PLYWOOD FASTENED TO TRUSSES L WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING 11 & 8" O/C FIELD S4 B + SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM • a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 518" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 N 0 N N 0 Loco r ¢ Z �2 %' t O w z N W > O p 0 IV '= -0 C1 u Co N d N -u Ln V -0-0- v n' 2 W ` 0 O 2 o o rnrn V/ 0 g Q t u�� •N w Q� } W L � E M W W (� W �LLI (!j wpH w�Q ��� ��Yzm z ����¢O¢�¢�Uo'o 0 Q Q V jpxJZ f 02Z 00HQ~• p�0 ¢ ~ ~ C'J OO p�00m1zz a cnIw � qg¢z Z (A LL �¢Q00Lu Izpw°oa ¢ow oof o oQz Imo¢ O �¢LL N O O N O Lu c~n~� E>-I V)CDO 0 `M O Q V M � � U0 LL N w Q ce 00 Z U W w J� l!7 M `. Cfl r r — 0 N 0 N 0 N r N ,l 0 N 0 N 0 N 0 CV 0 N 0 N 0 N N & O O r O r CO N M N 0 CD CD CD o O O ' � N L_ i r r 0 N CD Ch 0 4. 0 In 0 C4 0 I_-� W >_ P1/ Z Z Z Q U0EE0 qqr-- —0 ~0wa z Ow�Q z X I.- ~m0Z Z J V Q !-2Z � �ZZ W N O 12z a 00 U�zz z � =Q0 ~ fyz U Q � 0V 0 W � Z z z w J Lu M CD N N LAST PLOT DATE > Feb. 26, 21 I — STRUCTURAL z a a Q j DETAILS I 2x4 #2 SYP BLK'G 16" O.C. w/ 2 16d NAILS EA. END. �° () 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16 O.C. w/ (2) 16d NAILS EA. END. 2x4 BLOCKING—.,2x4 "t T" BLOCKING SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING @ 48" O.C. 16d NAIL FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS AND FASTENERS. (MIN. FIRST 4 BAYS) "L" BRACE SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, IF >9" SEE 10/S6 L IF >9" SEE 10/S6 BACKNAIL (2) 16d NAILS MAX 9tt UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS ATTACHED W/ 10d NAILS @ 4" SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING S IF >9" SEE 10/S6 MAX. 9" O.C. TYPICAL I x f SCHEDULE FOR SHEATHING DETAIL 5\ SEE STRUCTURAL NOTES AND UNSUPPORTED, 11-44 NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S6 GABLE TRUSS WEB 45° ± 45°± SEESTRUCTURAL DETAIL DOUBLE "L" BRACING DETAIL 5 NOTES AND NAILINGY SCALE: N.T.S. S5 2x4 CRO BRACE SCHEDULE FOR 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 "T" BLOCKING RIDGEAPPRF. RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE 2"x4" CROSS BRACE EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM 2x4 BLOCKING @ & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND 48" O.C. EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) 10d & (2) 10d EACH JOINT w/ (3) AT LEAST 90% OF WEB "L" BRACE ATTACHED 16d NAIL 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) W/ 10d NAILS @ 4" O.C. SILL 1/2" CDX PLYWOOD OR 2 1Od TOE NAILS @ EA. '* BLOCKING 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS TYPICAL ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d 2"x4" GABLE TRUSSZ 1/2"CDX PLYWOOD OR 7/16" � @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING GABLE TRUSS WEB NAILS @ 6" O.C. EDGES PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS '� SINGLE L BRACING DETAIL s AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" SCALE: N.T.S. S5 10dX3" @ 3" 0/C THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. AND 12 O.C. FIELD . END TYP. TOP & BOTTOM ATTACHED O.C. FIELD DIAPHRAGM INTO 2" 6" P.T. PLATE ,. EDGES AND 12" O.C. FIELD (2) 16d NAILS SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2) 16d TOENAILS 2x4 "T' ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48 O.C. FOR NOTCH "L" BRACE HERE 2x BLOCKING BLOCKING, FASTEN WITH BLOCKING @ FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. WEEP SCREED INSTALLED PER MANUF, 1/2 x 8' "J' BOLT @ 48 O.C. THE FIRST (4) ROWS OF TRUSSES WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 2x4 "T" ON TOP OF PANEL SIMPSON HGAI OKT w/ 4 1/4"x1 1/2" SIDS SCREWS TO O 1 Odx3" @ 4" O/C 48" 0/C GABLE TRUSS MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH 10d 3" 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. ;. TRUSS VERTICAL SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (I 1 /4"x2 3/4" TITEN TO CMU 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" -I GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING INFORMATION `° SCHEDULE FOR --ill SHEATHING DETAIL BACKNA]L w/ -WOOD TRUSSES `� - co 1 2' � 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2" 1 x ]12" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS `L7�1� ^ /� 10d & (2) 10d TOE ATTACHED W/ 2 - 16d I�1 (—y NAILS @ EA. END AT EA. TRUSS JOINT (2) 2' x 4" LAMINATIONS W/ (1) ROW " " (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" 2x4 L IN (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/CTRUSSES (2) 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 -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA, x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) x @° SIMPSON SP2 w/ (12) 10d 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, 8d @ 6"O/C IF >9" SEE 10/S6 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SIDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL ` EXT. WALL CONN. @3) EACH 30d COMMON NAIL MAY REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 2x4 BLOCKING W/ :..: 1Odx3" @ 4" O/C (2) 12d TOENAILS NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. 15 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" ISH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 161 O.C. i x 0.131" AILS EA. SIDE .2x4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ("i0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING PRE-ENGINEERED 6" OVERLAP WOOD TRUSSES AT LEAST TWO TRUSS SPACES - MINIMUM (2) 16d PER JOINT \--• MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm� SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL_ FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4„x1 1/2" SIDS -- vviv i. ucnnuvva - GABLE END BRACING DETAIL SCALE:3/4"=r-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN (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 --� r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. c.� C'1 w 0 "v o 0 - z o w d m o o d w — o 0 o o r ----❑ IT ®®--w w NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 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. FOR WIND SPEED SPECIFICATION N r ; t �t to o oo pa (+ c pS: yry�y1�y.{O LL�¢ zs w w ^` ai > o E _(D L i'orr i, �MC 5 W E .= -, t o g 2 .�, oo u- o Q T' W V 0O Erg W WO�_°0 �Ld 6 w °~uwzLu wQof QQyof Z LL V°OJ O a U QZLL� aa Q°0°Z�°oa N F- U)W EL W-w�woOf0Z❑�J Z ILL Q~w°g�Fn-Lu mwomLu o'L 0°� 0 � LL¢ oQz a O ¢� N 0 O O W > V)" o O auJLr) ur) LL Q W Q cn >- Q Q 00 ~ Z 3 w Jo V- M O M M O O CD O N O N O N O N O N O N O N O No6� O O ap (�J A N O O CD NO O O ' L N 0 CD 0 0 0 CD LL L.� Z Z .z2 0 L-i �a Oa=a �, •— z z X F— m 0 z LD J tz Z � 2Z� 1� _ZZ W I� OJ2z a 00 US2Zm ■ Z =aO Z U a V 0 O W a Z z Z J uj N N O N LAST PLOT DATE Feb. 26, 21 STRUCTURAL Z Q J DETAILS (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATION15/32" CDX PLYWOOD OR 7/16" BAFFLE BAFFLEE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE lx2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO • w 16" O.C. 2X S.P.F. STUDS o i W/ (4) 16d TOENAILS TO TOP PLATE 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d H­ Z) Lwu LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 112" GYP. WB OR 318" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM METALSEAT ER PLAN O OR FELT ILE PAPER FOR MOISTURE a,d BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C. • BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY .. 4 M ' I —III _—III—III—I ° I —I 1—I I I 6x6 w1.4xw1.4 1 I —III —I I I —I I I —I I d a =I 1=III—I 11 I I WWF OR FIBERMESH -III-III-III—I I ° a. STD. 90 HOOK (SEE DETAIL) 8"x3"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED 30LID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE - FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT N EACH FILL CELL TYPICAL w a 0- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH /--411to 6" BELOW GRADE =1NISH GRADE 00 -III- STD.90*HOOK III„III (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION SCALE: 3/4"= V-0" SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST V\ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ 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 FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. Z•� �� � il�P�l�j•� l�l 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d 4 @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS4 aO SEE FRAMING WEEP SCREED r- o z PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" O/C FOR THE 1 ST 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. 2x STUDS @ 1"" ^ ^ 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 15/32" OSB —� EXPOSUREI SHEATHING PROVIDE s 2X4 RIBBONS, EACH W/4-16d NAILS INTO EA. FLOOR TRUSS BLOCKING AS L REQUIRED PER WEEP SCREED _ o SECTION X-X IF NOT FULL INSTALLED PER. MANUF. o -wi 4 HEIGHT SHEET - SIMPSON HETA20 w/ (8)10dx1 1/2" o NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-O" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" "6') NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-611. (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a �a'. � ' °<U4> ° ° •d ° d .. a ' I III —III `° 1.. f.:a'� ��° I I111IIIIIIII= (3) #5 CONT. ON 3" 8" l 1'-8" 1 I CHAIR W/ 3" MIN. g 1 l CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" S6 ADDITIONAL SLAB INFORMATION. G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEENFLOOR WALL SHEATHING SYSTEM lAlAI I rl r%iArinKl MIA/nMAAA (2)- 2x TOP PLATE BEYOND I 5/32" OSB EXPOSUREI F SHEATHING w SOLID 2x O C BLOCKING @ ALL C SHEATHING � EDGES (SEE OPENING SECTION X-X G- v C x w oll x E Li 2x STUDS w BEYOND. SEE PLAN O U) 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" S 1/z" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMy" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END III JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN %". O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O C NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL E C NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL O w O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) C STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL o � O n PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER } ¢ r O F ¢ itP00w lJ w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. z w � u- � O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w C, O MEMBER IF GABLE END LL NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN ,131"X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 NO SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN -• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM (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. r SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH E '4 a° CV °4. _ 4 III ICI��I 1II��III-Iadaaaa I I' Ll I I I I I1 I I=� (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/T MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 - PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 - APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS - AT EA. STUD - 2X P.T. PLATE - WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 00 z °° 1— @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. u CV O N O M M f 1 Lo Lo �k w') 0 P<e Z 3 `2 �bd - w s� 0 w Z a Cn N Lr) ; E 'oM o _W L L } co N U Q rn Y/ �- L c') � 0 U o o LL O •� O o N Q • N V w cl 7N� o E co W W V' W w w u) LU W p ►- W0¢ aka ¢gYzoC z of �0 Q Q U Qom-JW03CCU)u-() <ox Z0 LL02�00I—Q~ Z U 0 0cnw�0Z0xooco cnwaWcnwwWv5w�¢ � z LL ¢�w0w LUZogO0¢ lu ¢ a °Oa o 0 oQ O O N 0W � V) � > (!) CD O z 0 `M O a J Ln LL. Q Q Luce 0- ,--I Q�Q00 Z I— � W Lu -j C) l0 /1/1 ■ � 3 Cfl c— 00 r- 00 r- O 04 O C)l O , CD N C)i N'N 0 C)O N N O CV N d) N O O O r O OO N T A C)� N 1 1 � - O - CA 0 0 C) C) 0 0 0 0 CD 1 L a 0 N 0 Cl) 0 d 0 L0 0 CO 0 I` 1 1 Z Z ZO 0 W wUH> (n Q Uo�Li Lo•— —17 Z Oa=Q Z w I I �� ~m0Z O Z _I 1� CL Z � z Z LLJ0�0 OUa>-w ` Q z z =QO ~ z Q J a O� O W � a Z Z z J Lu 00 O N NLAST PLOT DATE Mar. 30, 21 STRUCTURAL z ■ ■ p J DETAILS -MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT - TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1x4 3-1/4" LONG X 3/16" 0 1x4 P.T. FURRING !j 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2Xg BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1 _ 1 /211 DETAIL ix8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 6EAH *N. DOOR JAMB (REFER / MIN.TO PRODUCT 1x4 TO PRODUCT T. APPROVAL FOR CON2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2O.C. & 4" FROM EACH TAPCON @ 16" O.C. &END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w.. ATTACH SECOND PLY w/ ..Q'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"O.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 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. 1�11SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 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. - 1/4" MAX EMBEDMENT INTO K.) 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 AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN,-,NAILS 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 ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 1Od NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS 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. END PROVIDE TAPCON WITHIN 4" MIN. OF 'RACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. 1x4 FURR PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90' HOOK (1 +5^ NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 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'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL '..:. :-.;.=: ' : ;.;';_':;•::.: REINFORCING PANEL SMOOTH. DO NO FURROW. :.' ':: `.:..::....;...:.. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6". IN. 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 I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" lllliS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL FILLED CELL PER FOUNDATION PLAN i �R YP.) THE :S TRUSS — 2X4 SYP EACH TRUSS / CONNECTOR SEE LINTEL- SCHED. W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER I =1 � IEEE EEI 11=1 I IEEI I I; 1=III=III=_� I 1_ D .D III—III=III IME I IIIII GRADED,III„� 1I- a M Q z_ \' N � •D ° D (2) #5 REBAR. MIN. 3" 16" MIN::. COVER EA. WAY 710, SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" PRECAST LINTEL 1 IAIAnn=TAQI C IAICTAI 1 TIr1NI FILLED CELL INSTALLATION / H � 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. (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD 'TN i—PLYWOOD SHEATHING + �+ NTER SO SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SCALE: N.T.S. BLOCKING AS REQUIRED TO SUPPORT SOFFIT SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS cPP cuP:PT n2 AND FOR SIMPSON HTT4 w/ (18) 1 Od 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- 0 z O cn a 2i LL O w U Q M U cn 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT d FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG .Q ;d L_f/ 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. NISH F o . .. 1 Y ° ° D #5 BAR D p A p. 1'0" ° ° CENTERED W/ g IN TOP o _ D KNOCKOUT/ N —�FL CHAIR BLOCK MONO FOOTING _ D SIZE AND REINF. PER PLAN I — 1-7 AND SECTION DETAILS - I ° CLEAN FILL D °. D DIRT z 2 ° STANDARD o D ° 99 HOOK N #5 BAR IN FILLED CELL sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- :ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. N 0 N r� 3 N Ojj- 00 Lo e _ v z V, `A f O z Q E � '��? ° M 04 v v) N _6 V_ c LO 2 O _ o O o (3 Q s ��� .N w Q� -TW v L 0 E� m o W WQ0X<�U) °LLI Uj WOuj H wI-¢ Dfg ' �wqz°� O LVOR �z cfo2F- Q awaZ000moz WWZU-'O a I-da0�a>ZLu° Z ILL w°O ° 2O¢ �F� �N ¢aO(r° ?°Qzq LLa O cic U- O CD N O W ,1_, � O `M O Q (~ M Ln 2: � LL W Ln Q Q 00 Z � f— Z w Jo 910 II- M `•, c° � 00 � 00 � O N O N O N r N O N O N O N O N O N O N O N O N & O ' O r O � 0p O CV r A 0 N d O O O O 0 O 6 r 6 r CV O O 0 r N O M O --I- O Lo O CO O f` I� > Z Z —ZO �wU) w�— Q Q LLJ 2:z Lu 9 T~m0Z 2H=Z v Z J Q 3: Z W Ti �ZZ W O -,z a 00 U� zz z =QO V J O W � Q Z Z z J LijO CN LAST PLOT DATE Feb. 26, 21 STRUCTURAL z Q J DETAILS-RETRO FIT /j 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). onvirwty ivtoir-act wi Diu) iuu IVFIILJ FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: ;' = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 0,, 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED DR FT ST P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW _ SCALE: -2 = 1'-0" cR'i t.,U I IJN oC V CL - DOES NOT BEAR IN WALL GLUED TO 2x8 ,I( F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL. DOES NOT BEAR IN WALL s I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = V-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" -2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS i SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER �. OR DRYWALL SPACING 0 ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" r-ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" E SECTION VIEW SCALE: �' = 1'-0" SCALE: 1" = V-0" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND.' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4" TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G-1 TOP OF STRINGER G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER [STRINGER TO BOTTOM EDGE OF 2x12 STRINGER / ---L---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 BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING ❑ 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER 4' EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 a"X16" LVL FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND FLOOR ATTACHED W/ 12d NAILS NAILED TO JOIST. TRUSSES @ 6" O.C. TOP, BOTTOM AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" BLOCKING SCALE: 1" = 1'-0" 0 1 f-i1 M IN 1 rxUU I IUIN UC I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 'WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, IED AND NAILED TO ,RING WALL BELOW 'WALL JOINT YWALL TO /ER JOISTS) H 2X B OCKING 2X STRING R SIMPSON MTS 2 w/ (14) 10d x 1 1/2" AILS 3 D OR 2X BLOC ING RIS VARIE SECTION VIEW "H" SCALE: 1" = V-0" N 0 N N 04 N F ^ e - �'k }�� 0 00 Lo f.� f � z W �.9. 0 0 � q,ti Lu Z Q to N L0 No E iCD K W L 'o C'? U MN 5 to uA, 0 - M LL V/ O a,1 N Q t w �nN1 CQv Q E M 7W� V a Lu W (� LLI ow v6 WoI- w~Q Q_�J XQ~ZQ' Z V 0� 2J�o3�<� LL Q U Q Q0 JO �X z,u--0Z���HQ~ Z Q�OZomoomZZ U H- (Jy 00 O JOa>ZY0ZZLLp<0 -1 fn Z Q�woga�-gWZ�UOQ OQ o =O �Q �Q F-QLL N O O ow `M O Q (M Ln QwQIn u Q Q 00 Z I— W W J o to d" M (o � 00 �- 00 r' O N O N O N N O N O N O N O N O N O N O N m N m CD O O 0p 0 CV M 0 N 4 O O O O O O O r O r N O OC) ' N L L > 0 0 0 0 0 0 _> d.. LIB Z 0 W ° UoWo (n W F- - z oXW zwZQ IY I.- �- ~m0Z J Z 5.2Z� T� 0-zZ �a w �ZZ Z =QO ■ z U Q a O O"� �m a Z S T z z w J w Cy) N N LAST PLOT DATE Feb. 26, 21 Z STAIR DETAILS J 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 • PC 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGHT = 1900 PSI • PC 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 it • 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. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED LOAD FROM NEXT LOWER HEIGHT. BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM 2. N.R. = NOT RATED. NEXT LONGEST LENGTH. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" REDUCTION => 6472 (.85) = 5501 PLF 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 LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AST404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.OB 8F12-0B 8F16-0B 8F20-OB 8F24.OB 8F28.OB 8F32.OB 8F8-18 8F12-1B 8F16-1B 8F20-1B BF24-1B 8F28-1B 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-SO" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 17168 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 SOIL 1729 2661 3898 5681 8467 44 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 E6390(47) 752 1245 1843 2564 3486 4705 (37)10'-6" (126") PRECAST 475535 890 1247 2093 2777 2163 643 1052 1533 1 2093 2781 3643 (38) 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR 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 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 1 845 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 250 450 654 884 1 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRwi SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14.OB 8RF18.OB RF22.OB RF26.OB RF30.OB 8RF6.1B 8RF10-IB 8RF1+IB 8RF18-IB 8RF22-IB 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 1 2481 4567 6389 8060 (34) 7917 (19 9311(19) 5-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1 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 3129 1 4150 5891 (47 SAFE LATERAL LOADS FOR R PRECAST & PRESTRESSED U-LINTELS CASST.099" ^� � � SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REIN CMU 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (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 1V-4" (136") PRECAST 260 452 152 12'4" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST■CRgw '-^' � SAFE LOAD PLF TYPE LENGTH 8RU6 8RF6 REINF. CMU 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5-8" (68") PRECAST 408 407 734 5-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 < 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4A3T-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT 8F12.1T 8F16.1T BF20-IT 8F24-IT 8F28-IT 892-IT 8F8.2T 8F12.2T 8F16.2T 8F20-2T 8F24-2T 8F28.2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 4038 835 1340 1880 2419 2959 4038 T-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 q3039 3508 9 727 1166 1634 2102 2571 3508 9'-4" (112") NIECAST591 680 1133(15 1471(15 181 15 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 1V-4" (136") PRECAST 474 485 798 15 1034 (15 1272 15 1510 15 1749 15 494 1 599 1028 1 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 (14 962 14 1141 14 1321 (14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 (13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 (121 520 12 637 12 754 (12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 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") PRESTRESSED 137 192 295 (10) 378 (1 461 (10) 45 1 629 (1 137 221 354 508 681 (7) 861 13 997 (13. 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10) 566 10 124 200 316 1 450 1 600 (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 C`I 94" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF101T 8RF141T 8RF181T 8RF221T 8RF261T SRF3D 1T 8RF6.2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22.2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-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)1 1952 (7) 2442 (6) 2931 6 3257 506 967 1462 1 1952 11 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12 1301 15 1640 15 1980 (15 2322 (16) 395 589 1135 1 1514 1 1893 1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 GR40 FIELD ADDED REBAR. SEE NOTE NO.4 LINTEL PLAN UNIT '1871- 1ST FLOOR PLAN 1/411 /4" = 1'-0" OF CGD POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE G oa - o a a 1\ U�� o C o° c QGc o 0 8F16-1B/0T 8F16-1B/1T 8RF14-1B/0T O O °a °c° C 0 o a c= - c 0 o• ° 8" PRECAST LINTEL W/ (1) #5 HOR CONT c BAR & (2) COURSES OF 8" K.O. BLOCKS o c c W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° - 1-1/2" CLEAR C.M.U. > G ti H J cn° wv�w� a #5REBAR AT o � a ° BOTTOM MIN. (1) a�m 1' REQ'D " c� iO 16 GAUGE POWERS H � a 3 " °A STEEL BOXED ^ � 0- 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 J b < < _ t� Z w Ln - `�° c c 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 NOMINAL HEIGHT QUANTITY OF #5 REBAR AT TOP s' N O N O N (i O 00 Q k rnWC a j P � G 0 �� Lu Lu Z Q > 0 0 ■7 ccyi N (n } O 2 o 0 O o U � Lu Q04 W L cc:O) E C) r�, O� �t-a -0 W WuJ (DW Lu H�� OoZ:< w w E�it Y� I0_j0 Q <OXw�mocH �Zoz-< -� I-F- awwOOmOOmz zZ Z0 caZ t-vj OeaZLLW0m �¢Z¢~wwa,j _W YZ Q OLL Q o =O O�QLL g N O O N O� F--I Q0 O aJ ((n LL N W Ln a�-a00 W Lu J� 110 M O T 00 00 O O O e- O N O N O N O N O N O N O N O N O .O 6 O' 00 N M N N,,C)T-o CD � O 6G .O O O r O N 0 OC:) o 1 L i N M 't O Lo O CO O r-- L� Z -z0 � W W0E- tq Q � Z Oa=Q ZLu -� �-m0Z J = rrDI� Z 0 vZ2�J a T- aZZ LL �ag� 2 W Q Z T-1 Z Z m < 0 H0 ■ � z U g U O a m S11- Z z z w CO 1871 ui N N LAST PLOT DATE F�21Q�1 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)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST (2) D4.5 WIRE (2) No.3 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 6'4" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No.4 581 1062 1062 1048 1048 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 9'-4" 8'4" PRECAST (2) D4.5 WIRE (2) No.4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 398 727 727 582 718 11'4' 10'-0" PRECAST (2) No.3 (2) No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2) No.5 329 602 602 430 602 12'4" l l'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 1 391 570 13-4" 12'-0" PRECAST (2) No.3 2 No.5 287 525 525 1 337 525 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) 7116 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 (2) No.5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 22-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED IlC-rATI "A" nL-rATI "Q" DETAIL "C" DETAIL "D" TYPE DESIGNATION P -PLAIN LINTEL/ -I r QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOWER LINTEL CAVITY [8xl6-P-1 L/1IU] NOMINAL WIDTHIH `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5LI1)#5U (0)#5L(I)#5U (1)#5L(1)#5U (1)#5L )1)#5U (1)#5L(2)#5U DETAIL'H' DETAIL')' DETAIL'H' &'Y DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 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 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'4" 7-0" PRECAST (2) D4.5 WIRE 2) No. 4 2625 2625 2421 2607 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1 V-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" 1 V-2" PRECAST (2) No. 3 2 No.5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No. 4 15-4" 14-0" PRESTRESSED (2) No.3 (2) 7116 strand +(2) 1291 1291 775 1270 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) 7116 strand +(2) 1035 1035 478 936 No 5 20'-0" 18'-8" 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 + 834 834 340 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No. (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 642 642 306 599 TICTATI --u" r1CTAT1 "T" ML-rATl "V1I TYPE DESIGNATION P - PLAIN LINTEU r QUANTITY OF #5 BAR AT 5-SOLID LINTEL I LOWER LINTEL CAVITY 6 NOMINALWIDTH j[8xl 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 (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DP DETAIL'DE &'DF DETAIL'DG' 3'-8" 24" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 34" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 6-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-81 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 71-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 4. iy DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWERLINTEL CAVITY [18x16-P-1L/11U] H NOMINAL WIDTH] NOMINAL HEIGHT `QUANTITY OF #5 BAR AT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2-2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4-0" 2'4" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 44" 3'-2" PRECAST (2) D4.5 WIRE 2) No.3 5104 5671 6345 6345 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2) No.3 4683 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2) No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2)No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2) No.4 1992 1992 2112 2112 7'-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No.4 1921 1921 2035 2035 81-0" 6-8" PRECAST (2) D4.5 WIRE (2) No.4 1792 1792 1862 1897 8'4" 7-0" PRECAST (2) D4.5 WIRE (2) No.4 1679 1679 1699 1776 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'4" 10'-0" PRECAST (2) No. 3 2) No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 2) No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 804 1 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No.4 19'-4" 18'-0" PRESTRESSED l2 I No. 3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 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 (2) 7/16 strand + 488 488 260 493 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 399 399 217 412 TYPE DESIGNATION P-PLAIN LINTEU r QUANTITY OF #5 BAR AT S-SOLIDLINTEL LOWER LINTELCAVITY [8xl 6-P-1 L/1 U] NOMINAL W IDTHJ L QUANTITY OF #5 BAR AT J NOMINAL HEIGHT UPPER LINTEL CAVITY IICTATI IICTAIN C" n=ATl 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)05U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'4" 2'4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-B" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2) No.3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2) No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2) No. 4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2954 1 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 114- 10'-0" PRECAST (2) No. 3 2 No, 5 2082 2082 1590 2082 12--0" 10'4" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13-4" 12'4" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 (2) No 4 154' 14--0" PRESTRESSED (2) No.3 (2) 7116 strand + 1774 1774 996 1494 (2) No.4 17'4" 16.-0.. PRESTRESSED (2) No.3 (2) 7/16 strand + 1368 1368 771 1264 (2) No.4 19'4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1084 1084 615 1095 (2) No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand +(2) 877 877 501 966 No. 5 22'-0" 20'4" PRESTRESSED (2) No.3 (2) 7/16strand + 850 850 471 923 (2) No. 5 (2) 7/16 strand + 22'-8" PRESTRESSED 2 No. 3 () (2) No. 5 740 740 393 772 DETAIL "L" DETAIL I'M" DETAIL "N" TYPE DESIGNATION P- PLAIN LINTEU j" QUANTITY OF #5 BAR AT S-SOLID LINTEL -] I LOWER LIMEL CAVITY [8xl L/ 1I U] I6-P-1 NOMINAL WIDTH J NOMINAL HEIGHT ` QUANTITY OF #5 BAR AT 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 BOTTO'1 BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(7)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST 12) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAIN LINTEU QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTELCAVRY [8xl 6-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF #5 BAR NOMINAL HEIGHTJ 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 REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (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 GROUT TOE LEG ARSCHEDULE) (PLACED IN FIELD) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN °�7 STIRRUPS AT 4'-0" cc 00 m (TIED OR WELDED) LO In BOTTOM BARS SEE SCHEDULE 1 7 5/8" NOTES: 1, MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" w 00 M M co � M � tV M MIN. 7 5/8' MIS TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L DETAIL'Q' P ' DETAIL 'O'&& ''P' 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'-B" 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 6'4" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7-8" 64" 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 10'4' V-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 1 3021 2320 3118 11'4' 1.0'-0" PRECAST (2) No.3 2 No.5 2699 1 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 2436 1 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No. 3 2) No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14`-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2) No. 4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 2199 2199 7219 1846 (2) No. 4 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (21 No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P - PLAIN LINTEU rQUANTITY OF #S BAR AT S-SOLID LINTEL LOWERLINTELCAVITY [8x1 j 6 L/1U] NOMINALWIDTH `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID 0 ##511UU11LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3. 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 5-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4. 4569 4569 2302 4235 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE' (2) No 4 3338 3338 1640 3122 7-8" 8'-4" &- PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 LINTEL PLAN M C O \ D 7 UNIT '1871' - 1ST FLOOR PLAN 1 /811 = 1'-0" L GRAVITY & UPLIFT SAFE LOADS PLF II II (PLF) 8 x8 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) N0.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" C-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 -LI tl�.j w <. DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DD' &'DP' DETAIL'DQ' 3'-B" 24" 2'-0" PRECAST (2) 54.5 WIRE (2) No.3 9620 10000 10000 10000 4-0" 2'-8" 2'4" PRECAST 12) 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 44" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 6 4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 6 4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'1" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 .t TYPE DESIGNATION P- PLAIiI 9Up�T�7�'IF#5LINTELL9�FR LDN_[18x16-P-IL/IU] H.1, . +4 •. H LW :++ ;'•:' NvNI'>�AL �THJ ¢ i5 BAR AT NIAEI HR NTEL CAVITY +•: +'' •. DETAIL "DL" DETAIL "DM" DETAIL IN DETAIL "DO" DETAIL "DP" DETAIL "DQ" TVPP nP:QIGNATl0kI S - SOLID LINTEL I LOWERLINTELIN!TEL CAVITY T [8x1I6-P-IL/IU] N�"INAL WIDTH JJ L9UANRTY I6 #5 BAR AT NL1N"INAL HEIGHT LPPER LINTEL CAVITY TYPE DESIGNATIOIt,,I P- PLAIN LINTEU QUANTITY OF #5 BAR AT 5-SOLID LINTEL -] r LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINALWIDTHJ `QUANTTY OF BAR A J T NOMINAL HEIGHT 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'-6' Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5-10" Precast 583 1624 64" 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 111 593 12-6" Precast 98 544 13-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154' Prestressed N.R. 369 17-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = NOT KeCaI'YTTYlended N 0 N cfl N 0 W O ~: w Z a V) W O L0 I'*,- E W L = 0 u in CY) %` M M ft'' M AV, W '` c V/ 0 O O LL o Q t�Q U Luco CL� E TW L (D ri ui Lij LU uLyPL LLj uJj LLZ~w�2O Q f- W OLY 20 wL0000 Q U -a1Z � a�XJn�0N0zm°�Q O=ww09zoZoIx00mZz 0 Z w H- L a0 OZ JH ¢g��wz2wuma C) W p p Q Z Q a u.a 0 HQLL a C) 0 N o_w_ V N >-� I -I C) 0 In C) < ul) z < V..� Ln a a �M-I Q Q 00 z w w JC) ko mi M Cmaoao000N T-- V-- T-- N N N N O N O N O N O N O N O N O N d) O O Op O N r- A C) O O O C)O r N 0 O ' 0 L>1 T-"l O N O 1 m O I 't I O LO O I CO I O r- LL Z Z O_ LLIU�> � W (n VJ a UoEE0 -0OCL-0 =Q LOa .= z z W ~ ~m0Z 2 I- Z L 1- �� nn v 0 L w ZIY TI1 0-ZZ ILL Lu Od�w Wl Q W Z / Z Z =QO ■ �c Z C) g OU O a � W < i< z z Z 0 co N N LAST PLOT DATE Feb. 26, 21 STRUCTURAL z 0 J DETAILS (L) KillouNitig"fAckets il,l) Galige! 4-1 �?* x 4-117'x 2-12" T1 181ack {May Cross ross Support See Anchor 50edWe May be cut to W) Right aralcke"t UtGauc pe) # 14 Self-Drilfing f Aic Uum soit9irl Edge '-C- • Hurflolre!itw 'iu 17�rrwit A in front) Firrr�nt Cross Supipcwt Lit (Ma Y be curt to W Left Bracket d1 6(3,tuge) Oki 8 ELack C' loss St, poor 1, Into AIC Link,; Baturni 1de (Tyrricy: 3 Poch side for',` cA -is Enapi Rxhtj Scal Drrisviing aiwatlik lapita request: (Atfilit-seal 16 -IN apply) Florida Department of Business 8 Professional Regulation Building Codas and Sta nda rds Product Approval Application Detail pma I at IA14IM21 T: Cede 1: :1 Il 1:1 1: lk! l: E1rYl nr alike a." Wire Fend;raa MW 74o. V.4 U.- VAdld Fly VAllitd S&�d FIRIC Approval Aaw-ved Status Femsie" 2020 U. kdeipls, 1- de- Sh-1. Z-1-Y R Pn" L.A. Red., P E 119nW0M11 08h%n020 0872612020 i(V9IM20 ApD,r d C.hltaq: R.,f,.g (542) a03­1 51 I PS74021 l3341300-1U0 Sab"atw Metal Roaring COMPIM110t Netted; Ellkat= Repot ftQM a Florida RegsterW A"a-,1 xi J*-_Ia 'Wari F.J.- FLOYMAS Products guilty -mu-nece Atoreamerfortiso AMQY*d ter J*p lawftl DRsLM (,Raimq�t, Ex&Ift. Ulgalo oytllilt ffim ]PNigmis rvgire 1 Ditittel Metal PvilOnir Sirs, '_ LAIC ICONS: UVC mst�, Ow Us$, Di 2003. 1=1102025 Yee No NA -0N-139 DW sli Florida Department of Business & Professional Regulation Building Codes and Ste ndards Product Approval Application Detalf P.Q. t .1 t Wal vandated By V.11,1011W FOC ftolinvall Ass _,_-W Mean Atttm 2020 $=I Vent Products. Ire. PifichW Gis"m Hlxros F. INrero F.E. Locke gmdei, P.E. iZn F2m 1211&2ti20 -,V284-7020 Arm cal.ecisy; shict..] C-Potle," Wn 4414366 pr,73778 (334) $00.1600 StMiCirletrotry: Products Introduced as a Result of Nevi Tei:h"y C-VP-- Mdhtt E-IlAi. R4pd from Flend. Reg stemd ArMiled w a Utensittl Florida FL9=4W ergdua Q&xAmulosia !cis D*g 6=2xildlZU.# Agpa&dla_da kulat n �,f t, I Fig, elrot %w ead V. lica. 'Iff. Vt ti t W Q020 Yes yi�� MIA 10Cd-laD 0IF -Ii. Fr-d .,d 12ol4r 20 Y.z Y's, NA I ocx�o SmailVimr MoM V`A0=1_1,1- ray.1.6 Fkd Vw;t 1 2alf,020 Yes Yet MIA 101r, 0 4 Stilogivent MUMV14419421 nsureetod FWA vat 1 211JU20 yea Yes MtA i til) i5 *Me Wait Vocled V, st(l,524 15,8 ittt. Witwe Dwi FtQQC Vent 12AM I U, Yes Yes WA, MIA sildvent kld'des*'540-870 wtod Wall taw.kd qked vmiik Y., Yee HLIA '100ii'l(r) 14 $Wrl: r�rltga Ow ficod'*M 121311OZO Ye, Y" WA, NA Florida Npartment of Business & Professional Regulation peg* I M1 SuNdng Codes and Standards man 1 Product Approval Application Detail pah. 20 net. pert nu W. A License 1Unhud Fill ApgmM 6al2w 29A ­ ReA7020 Ther-TtU QW-1.!i- St.- J..P-.' Lyriion F. 8�binia. RE, -K-E Ry�) J. gr R �­V=o (17112rA.0 D7129=0 10113=20 AfF-1 1800 843462S PEAWS (al 767,GMS subcwtg-T nt­ D.=bil.. ftirMa Florid oR,UiultmdA.�ituctoraLi, sod Flya Prof-slimal Fnol FLrZQ4JW-FA FIrujil,ts Quality AsstVerte# Aivroy"t" U. Approved 1. Use Ift0ad Devol 6-0 Musdatoltsm a2ga 2=02n CRG= ftdir din In 1= Qnside H4Z ii-si Rtwnira I Rba€-Cl­i, and SCl­ih SW N­iiel SAMO:a &¢ d:!.WactAquai ' Opec" I2Mll__02t N. Y.. Yes WA CarwAe &v Fibvrx"us.pli, D,_ 4 lnawlna"Woitix X iW[wratron) 2 b Themo4rj FltrEOmfll.nd Srmodh-9ar Notykal SU39$ &,pal"anlAuoz CpAca. 1 in I r2 02 N, Yes Yn MhA Carload. Edp. Fbgl­ 31. at. D­ wiilh adews� 11nsWlM9AD"%4lkQ � X0, OX ei OX0 =fIllutittlors) a c Ther-Tr,, F&­., Ct­­ -dawn ,0, Sill M-4W Uii opacae Y. CX­q-ll. a" FA-V.- io­; . D- it. or mith"t r4eitei din vengclitimg: XX or OX>,U sanflqdmtl&,t) 4 6 Thermo-Tru Fib-Cl-1, and Yee Y. WA C­%-, Edge Fib-Vii- Si. U1. Dori xwlrlfigumtloa) 5 e. The -Tr. Fib-Mu';­d 5molh-au Nw*rf $6439;0 oviitxt 171,31 402 N. Y. Y. WA, cmeotiar Edgy 1i Sm al, Ekx .11h SIekt(sl (inswingum. N � xa OX or oxc 6 f Them Tr. Ftff-0s-k- a.d $mQ*-Ve, Nortlir.1 OM" 4-c!"WAquia, Oplicet i M-11-A2 No Y., Yes Nth C_T`P`­`t- FdU, Rbq­ Dcar=ae D-: ,llh or Without SdAlitist, (inswIloDutitwin g: XX of OMO _59-ti-) -d &wiih -131. N_lq&AZq:a &WOUWNIActud. rilmett I2P3 I rG2 I No yes z y WA O-Vc Fp F-1- Wirile Mo. X ��-.tawatonl a In Theiiiiia-Tri Flbe,Clasilz end $-ottih-aar Niprnhal 6W" Usaw I ZrIl = I Na Yes yes WA C-ts- Fd€�barsRss ru. Pre 13-t vilh cxadgurativlsl 14.1101.1 CA-d 12 "11 r2 D ye, f-p­k Fdg,, F,hrV.e. Doc D-Ah IX A lrott 31 del t4l t, I n1Wn9KMVM1h pi 4XIX V OYM Cittally Assam xe Atrg,sd lot U. AXT-OSAd Ter Una lnimaor oireu. Bop M: Lk MT. 11._MZ11lb*i-cUssk pldet Contract E.Wrafl- Debt, !p HVHZ OdWd. HVHZ Rirw�swa Prey 12 and Srrtott�*W NW&i.1 8e,-_u9.'r Gt-'W 121J1e02l No Yes Y. NVA Ciairit­ste Edge F-lberva- Dwbk DM wKh cr XXVOXXo Florida Departneerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pete I a 1&202t V1__ PKI Me pio Care, V"olw Con=E1Ymnesr i 1tM se Validated By YWWW iiklml= EREADawk 611=219 RIAM R-0- 21120 POT Adi stles 4tes Rosi N11i Soot? - CUR Khr*04ale BCCO - VAL 111m9m20 10r2GrA20 IIIU41=1 App-d Category; Footior Dorm 194il 4516-0100 (703P 3115-2590 subcat.00ry; 51"no Eaffiff Doot Ass*Mb(*K 06rittillaimto M41hrid: oestrficum rh* V 1.14*19 Cl-10v A.-Istie. Pippr-d Mir Use Approved for U. 3€1,S tDemon a"Q, N Flooduct Dgwrotion commi g!!9�12 QA In Qatulds, U!az Bog." 11ASSM moidl dml�l UlLftq 04RIS Doer 0401 Yes Yes Yn WA January 14, 202 1 &bT!J *QWQrAW%K6J1L &rE NAM a V 0401VIV As required by Florida Statute 553.842 and Florida Administrative Code Ili -72, please provide the informationand approval numbers on the building components listed beloriv if they will be utilized on the construction project for which you are applying for a Category/S ubcate gory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS 1 1 1 1 1 A. SWINGING ThermaTru Fiber -Classic and Smiooth-Star (NON -IMPACT) FL20461.1 +67.0/-67. 0 psf 12/31/202,1 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL210468 +67,0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic andSmooth-Star (IMPACT) FL20470 +80.0/-80. 0 psf 12/31/2021 B. SLIDING M I Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 1213112024 PGT Series 5570 FL251 .9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (8X,7) F L 82 4 88. '3 +31.01-35.0 12/31/202'_3 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.1 0 +30.01-33.5 12/3112023 D. METAL LOUVERED DRS Curries Di%iiision of AADG, Inc 607,707,727,747, and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12 / 3 1 / 20'2 15L 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL1 7499.2 +60.0/-60.0 psf 10/3/2023 PGT Series 5500 FL239.2 N/A 7/30/20/2' 5 B. HORIZONTAL SLIDER M I Windows and Doors Series 188 FL1 5351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf PGT Series 5520 FL243.5 N/A _4/3/2022, 4/30/2025 D. MULLION M I Windows and Doors Series 57-04 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5126/2026 E. OTHE R 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 12131/202 1 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3'Tab, Dimensional: FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment I FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Corp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/202 1�-5 E. ROOFING TILES Boral Tile Villa 900 FL784,91.27 - FL7849-28 N/A 12/31/202E1, Boral Tile Saxony 900 FL7849.16 - FL7849-20 N/A 12/31/202r�, i F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL1 1651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/202'1 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/20 21 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL,-ILSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. Hi h1 Strength Concrete Lintels FL158.I N/A 5/21/2022 Commercial Concrete Products, lac, High Strength Concrete Lintels FL1774 N/A 5/25/2024 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. available to the inspector on the jobsite; 1) copy of the product approyall, 2) 1­q lo 4 h h T,e­ 2 F, hhcliv, 1 r1i Viilk,,` d GOVY. r tA �1,i Du",t, ZL14C,'111fi11N� �111611 P ILllc, 10; D001 A 9ntl ­ ,, 1, aipllr" Mxlthxt E ellLONINVA R m: A � o, " I I F:21 11, puwk " 1: N! hllk,�� I k L ]�Iti d �[ ni, ER, V .rl 4 R (Wr_W -,F il-.114F­-Z-P Florida LIP Ion rfmrw,� A Ga, n s 1 rlroft,szonnl Kqguladri BLOM rtq Ccdoznc Stnndard-, Nodl.jct Approi,wl Aprilicuton Defiirr P4@. 10 3 ,""021 V'[WA 'I 8" Y'k,ko-t suIrl,'U,4 Fffoeal"'Ty'd Avriftived Motu% "'61 P.- J J,, I �,2 . Zi Cr 1: D � �20 0,712S,1020 IM11-IC20 AppX d kppal.­ fix Use WIX OestOr .--1 D-0,W, et J" WVKZ nadslad F­ '­ M 8.sb d 1.qm: ht-r"' Y es Y S Yea NIA �_r Z­ cove PttR $1" �Ooov L Tr 1 re, NA XG C'\ar'U"O I n I- Y NO, Edae Fbe,01, Dwb�. 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Arm`. d Cat :n arionsrs �fY (71 M5.331}P ManiNa4NPers Ad.S4rlidldn f,717t 3t7-a4SA ry:1 7tlLl 315•'i59 subcalagory; FIR ' hsilhagaramdard,In- F 3unceraFixed ptM'r»4ai u4Waki P91e8cn'fws1rlee:c FI X1'1i119-R9:L ., Campllanta Mathoxt Crnfcadc,n Me,* or Llamg a&xi.5' FI.0204121 PfOdUCtfl Contiaoce Madnod: GdtiSGaWorn. tkeok or Li.stir,g run Product Mnd01. Number Name 26WMAsalaarrce A22iiindfor In.ti.YH& Use Armrg=112r Use Impact Masi RVRL Fallifitant prafflumden S Protect Model. 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R0g1NNid Artnaeet or a Lidenaed Fonda P-rds'-ai EnpnPe€ ra F'-F-i:: r'r r,.lurr- FLfj,=3 m Psodrrde Fh lu: t fa C i N :.!bS St hams Sea: FTAiazd Nodit. Ntanba°or' law Proilka:t ➢astdcAran Quality Aealni APecandra Eire Agora Cotkrad Ekbir'atfnnils oIn NVHL Orkilds rw ties Oa 9.:. M4HZ NmNNdaril -_.- 2 576a 13e--4_ Nannot"III i2 V2024 No Yes Yes .,.- Fiorldst Depart item of Bu3 s & Professional Regulation Peg, I off Florida Department of Bu3iree3s & Prof sionai Regulation FFg 1 ar 1 Florida Department of Business & Professional Regulation Building Coons and Standards te+ a + Building Codes and Standards 1402021 Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail EEd11349IRi . F coda entry or Hale dad darollanding od'B Cady Fit€" _ data oat- Dwir Dandling r$3fN Code Entity as G., ire Aft Deli F,W I] p,W�:,. 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PE ^. , - F 6s3.0 09,21_=t:?0 _' - t0f02f2i� -,:- IT :,.:.��rt 1ir15 --. r ata{pary: Panel Wails (909) 545-3359 PE-b18kd 1352f W-2526 Catogay: Panel Walls MO) Mir-2. % PE13-'-' (In3, 751E�5 Cnneq.ry, A.,i Warn Im ail l �15g1615 (gas) 772-5224 suuc:degnry: wag thed.dlardcsQ amashardl SubCstai Sdins SutaCsdegory..A93011HSAKITn v mstl-hiagg.Wn Co"liarx. Manatees Ev.6s ion Ripest item a e.ama Cagrllan.. McW]od Eaewrataaa Repa£Sam a C-onfranso, Method: E: �rilim Ramt `tent a Hands Rarisserad Aniiriti or a L•'wned Florida Flonde Feasteral Architect or L,caased Fronds F i RcgislI ArrtAi or it Llemsed Fland , Pedestals Engineer Prorate innat-Frrgnesr Prrdassimal Enlrnear ELWN3d02..Rs-r$oducia 2WIMM Assurance Awitive l r2t p€a Amealrad rr UaN William 229M tlod52j 3Pr'BduGkE wall"Asg[uralla Agpr§ididlofUso Aeluovoil Us* imaracl 22= AfflaYood raw Uea &&L2Sd rot use lisi c,51;gr, Saes Produck h4gskal. tt+asdasr,sr Name Fla. Aitt Djgdini Cat Will Dom in HVHZ oursid€ HVNL Praswn Sae 5 Product MpdsL timber ar Harm Product gilts oeen cliatract Lialmlon DOH in ght Qate HVNL PrnsreV Carts d Esmkallon Dale In KVHZ oRslda HVnz Sys F=e• .su.r 1 Constants Lop.Sidnig firatr-cyl£rCnt 13p Wins; 1niW3 Y ,- Yes - WA. N?A I a .':gx4;ZT qoi Bath Von] ar s.d ",,18.1% 12t,71i 0: i No Yes is. NOA C=A"Init Roof hitals Filsergli ss lonforced 3-tab lamineted, 5-et and 12MG12022 He. Yin NIA 2 K-liti Lao Siding 'bar ..... t P _T3 12n12023 Yas Yes NJA MIA 2 t. 3q ot;4Yw- T44qu t; Sol& Vent or solid Vmyl SatR 12e'3t .'02t Na Yea No T41A hip,HdgN amrhail sh,ng]as Ffi rsda Department of Business & Professional Regulaton Building Codes and Standards Product Approval Application Detail Psty i :,ar1 Dist. Pandang 2&.:..... Tyrads vii ianrudnolituar Ceneani Eminaar& L6aerraaa yodeled nv Fit Awroual Aannii Stat., RarpI4tCPl 2020 I. V. Thompson„ :nc. title Tsasnpson ArrhhscWrM - Tony ChriNsmn iachary R Prieto Steron M [rich, PE - r p'&fi7f«d20 0?sa'�i�3 n12:121 022�f_� - 12d157Xs`20 .ApCrwad Maisie Cdrpeny (TA1�O? (81 32#a-3tS6 PE-74021 (717)312-'41oso Category; Raaang tonnegomdelrecil g-tgm SuhCeligary: Rioting ACcesaorks that are can. Iatri Part of Inc Fradng &YNem Cd£npWao.. ad ho& Evaruatitrn Reportinrn. ' Flonde Regl'stafad Awchltact or a Licensed Florida Prdeeserral Engineer can# Fr adUCl Modal. Nimberor Noma DUNiIY aaufanGa. COQIe"aat MXd tan Gila fat t�mwtll`Q llrsH Agpl3tlitlrdr 4ctlrQdi QUINem U#ra HVWz IA?laasi H�ltli� P TANVICQ Resat Top C*tudd-Vent 10h Baffle far Tlfe 2S ga. eallc n cif "aadttiavier lbetrlo 0e04d,^'.026 Yes Yes NA rVA TAMCOG^ooseneak "Innt 28as, 60 .J2026 Na Yes WA +&_52s 3 TAW00 O} "t, Roar,fmt ash Base 26 go. setle each tni t"wra, integrated bad 09M.12026 its Yes WA WA 4 TAp100 Round Top Of -Ri[ide Vent a41h Fla lirwTle 26 go la k niol Bntirstu wigs home 0:V9924T2ds Yes Yes N"A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Data It Page 1 art tarlml Entin, or am- am Date Pendim r Person Ceni EndraULA ikons. UW faCArat;rT+& Aoorciew A _ - P--- P ;h :?0'i0 what 1Nataclkn s£� its LLC e s1m - Tan Walter A Talllt Jr r,.E. l�lnsdaa tKe , _. JdSn W. Y-sa3avich. 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Clark .knes R- _ Jame L- -_ der. P.E (3 Ft _- Pr= r•rert N. UrrcF, _ OflP.7J2Q� oJ24.202b 10/@f202G {"1� A __cad .r w`207%7 c _ Ca - `�M Irsgaay .. xsg n i404176P.-fli[ C:6L:'k En... �aemag -r 4: 31i-15454 ! 1 S.bCatestri r±mfing ApGes--Inare an PC-31242 Inrag'a Part Mire Rooting Sys4Nrr t5rmPilYiss htNdlodk EIeaWMtan Pep[kd'Irom I FIRIN19 Rilaad fled ArehaeM V t LITtiriaei Ffadda FIT i fttissnl r Engines,' FLtr2'15�.EE2 PrddlGs Quality Aasnaase A2U Ufa Use Apid-od far Use irPoad Reston EWA # Product Dascrl gel Celdrac; Ea "Jillr Date In 2,18c da F1AQ Wail �r , 3 3- F'vJahlC'43- d'RV 10 RId V4Y4 Pd &q 41dm1auM [5d VantS for IPt#asd rafts fadnv'alad pa F ary 1' 1 _6c4 113 ., €tb Y. Fla Flfa Woala d o«sr AJatminum Ronda De paftent of business & Professional Regulation Pam I a 1 Building Corks and Standards iP+1 Product Approval Application Detail Fg sHS Dar=tee _ - Entity of i s 29" Date Pendine291 B21Versionmornswourcr Cmtact Edilnaar& L1Cense VIC1111ay Fga aliii al. 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' ] 1 r< 1 :.I, I.,wgG' Clulrmnr"earl S1+sal Starsu, PenrlsMVPi,_ Larugated G,et,.an,zed Stcel9oarn Paacls retained ' ^r°n._ I,.. t1.'.021 Yr:s `tic; Yes WA, 9 not by ttacks to Prol,l a hunle.rai Protection- 2 24 Gege 15ovorla:ed a:el Staten Panfd344KVw2 Cmugated G dvanized Steel Stern Powers retained t 2f31.'1021 No Yes Yes WA° a nd by tract. to aovide IrunW... rwd.i Florida Department of Business x Professional Regulation Building Codes and Standards Prodificat Approval Application Detail Past 1 tit IRIM21 Florida Department of Straitness, & Professional Regulation Building Cedes and Standards Product Approval Application Datall Fag. I rrli 1-+ tide KSM or Eilift F kYa a4 Dore 1ae Pandora Gala jypg Visitors EanufeCturee Erminew&ucan.N Vaadrdad&- Mahttd k&mwg FDIC A.oaitval 8g8faaid Apr -4 version Kaffluclactamer csonua,t EnaimaA,t3zarsa Validated BY V;llidsi subcnmea FOC Aenrii R-a- 2020 aFT" Inc intimates, w kl'eJU Wr WWm L1C ICL Evtl,;ai sel'Ylt, 1I-0212020 ]s'3v, 020 I0i17'?L=eV .4pFta.ed P.o,.sNon 2D20 1Wey'arineett5.x Rd1 Malvin ri- nnIu nn SrnlCt LLC- LO Leni P.C, 10n;{2U2E1 Apg-lied F:s Calsgory; ahuaturei C'auglonarata :yp,. isae-8635 LLC. C`anfflvno aVwNrsIclNay',onon:a (253524,6416 (a46 63Dy1Z 6 "Ca'l'agory". TrLll'1's Rst,ts 4rxelden�lArill.tom (20'S1 525 Ya�Yi� SUbcatrai Erigheti LumBEY RdY:[MI M&, rin''}'A'sy9a'Ard Gomishar a asith tl: E edicn no part .1r Ii a Compilace Melhodi EvaNaaFi>I Repon 0om a el)4is" am Praz4„al. Evaleaaar Eby Pro" EkdAIN, ar li FLA7197-R7 Pfa.�:= Falaas21911 ERALVle es�av Asxearrca Aoort�Uaa gagroy�rar ilea IBD8851: tlmlity Assuearxs Armrarad row Uie srta an.wlW�m'ax Hama „��r�uann�..,_.,_ PP zerldr� r uit,PR .W#�FAIr.l.,ul In - a Pr,aIAid laddaF. NUAtitar 9PNeme 'sec.. Dab FkaaFUGt Poa.tA'rsNi ww Card'r asr-EXD1£_t,IlPr_ rk+.atffiI4 A WVilL -- - a '1 , id,3EF3„F' t89a,'.au,Aar hdra,Dkh,falsa rrr�Innlarsaixiana DN,,Mia,',hf1,1AJ1 Yes, Yna NfA r Y,ya., 1 :� i lta,rtWam r.1L V a, � , . J= ^.r. La minat�.'I aart..ar GaanvTvtr 03. 31f,, 22,1 Id,t rFm 1 ra,, kilt M��A 2 MW" 16 as tica rnanmrntair plsbe 0MM30sr'0.1 Yes 'rum NfA ;Ufa 2 I%tabor PSL ParaWel dLaaetar 01"1 t2r`-'1 R4. "r'a's NJA NYA 3 MTi6Hs 16 as huO$01englh lnaxa connector Plait 0&90.7021 Yes Yes WA MIA 3 TirrseniAnhd LSL Lominer. Strand Lumber 0I:3111 No Y=s NIA NIA 4 MT20 20 go, fmss sennai Plato 06r302021 Yes Yes WA WA 4 TJ Rim Board Sod ] C- ri Lumber as -srnromd Strand No Yes WA NfA 5 MT29Fi8 20 ga- high srrenvh [ruse cd:neda place 06130,74121 Yes Yes WA 3UTA board R m ern s Vrrryerfifr Res, Send Oriented strand Beers Rhn Board Da'31 W21 Wo Yas WA N1A Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail page I at 1R x21 FL'W1114-11iM Endnr 2E - £ S t�[a P tt sta jig - MO Mil lan Mat utw-rer f -- €nine w A Umi VVy _By Y1111111110 1116IM11119 FBC iligi v+d Asaraved Amu Reingoa 2020 Commercial ccnn'ets FvodUcts,lnc. P,i, twee Gins .'Ram,, tI a Grearheng 49no Hi 7'JrtiP20Z0 tn1r16, 020 1b-iKr'24r ding FBC Atka€I cfaagory: 31fBuural C^arrnoonerte (et*I E5'e-3707 PE•34245 P352} 566-539I 51isCrinn ry: Froft-i 4*'464e'rj a', a a ResiN w Prncnrdtgafor@yah- New Teorltrai tompaartoe Medici EvrWuW= Report Far. a F-das Regists red -istad ter a Lirnlssd -xai. Professional EAcirMW Wy Asnaatace Araoroved For Use Approved for Use Irani (ill ,'id Orr Aru£hiel: film Nurritri haute Product Dascapi infiyrad 6mlydllan boos In R%IW owame HVf1L Rastlst:Ku P.r"e. ssura G"ity Precast cis Q")Wtw Concrete PruaM; €ntici and PYestressedCatcreta unals 05 15=4 He Yes Nark 'NJA Florida Dapararcent of Business & Professional RegulEtion Building !Codas and andards Product Approval Application Detail vcda n1i ty tan Dare ow. Hari' Pendiecl Dole L--mL-e 14-4t" wtr Conast in"L&License Ve)WglBd Sn ere. FBC AM12M red :Patus Aa1ro rvsrar P} " - 2b20 Lomanw Kaldna ,lsiWY 1eares L. 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EfE USA, _- - - _- - --- L'a£V Pereira ',ors' ItFl7atk �c0 •CEP, iAiallfi-Dads LIC�I- WAL ' 1-'v2n2<i iS2::Ri36 9 Y ..: . 4 C2 1; _- - - calegprq: �SMnwYural ca%woIn Ns 6850y 0<1-4641 170Mp 319=3: �G a1aC.Wgona; Pronjos fair5d4ted 4s a Rcsallt of a^farnrr=a tre,alexelgaM.smn Ness Tal;lhl}afag'ar C rite roe IAWI Dd: CaWncedan Mark or L{sling FList511 13JRadi is closely Asstr . ArwrovW fa Use ovedfoi Use APor r !!oe4gt ___ate _ Eltiai-naacrtatren Cordraia sicticrallor, MR ll:Lti.Ytl� 2911111b wmz 9,ttIllm P-,"-ifr.' 1 S_tte: r:rafa 4 FBand 112 inch Aid- °ata fe 05:..022 Vonrla NJA !; :•.. Vrr ,f n, CAnn r1 ^I 1 ut. S. I +_y iA y )_r,4rre 4 r . 1 G'M --°r4Tv1 rn-n Yr r-rrlfli VI ter,-rd1Cd l e i 'slim N„ ':nrr''a 1 ::I ,_sir-.+r fi'o1rl•p" F LrY-rrt33 e 1s rt.I J '1 .11,I Id2,Fxi Yumt Nd£.:: T . , , ok_. 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Design PrusFjLcr D.scrl�ilaP �,c:n[rad:,,,�vol �t ��-„atg Btk[`.e9V=-,, ;...W .1a'i-m i/'.r'••licis Yes Y" MBA Florida iml,a rivet t of Susines. & ierofe:s7ior,aY Regulation Frria, 1orI E301 r,^mi I I Et !, i,dr? rt ,D mill f r larfr..ards IM12101 Prtxiuct Approval Applioaton Detail �11CIfi1-4'N; flyd,:l'^ Ritz. r:A�a Fentalad ,. - r;:rll'r '�'. 1:'1 P^,`'I}, p ar '¢ 11:-�^,n ' ,�ISY.Rtv'.* 1:41 IdlRrxr+ .S p: •n -. -. s: t r,' .r :..1 CI _ +,., ' K,. .S t..r,F_. or„sr,, A-1 A ,r:ee­l rrse _ Apor-ad for rise In 0"Aw F f tb_=_stir;r. to ari_F n .-d_ _r_rVM Mudd. RVReslai reassure -a, RL na t No P41A 1, 'A 'fart r:}t" INA, Flcridot.p.iWrfrinontorBusri& t"ie,,,IF,nrailRaglLulatanl Bl,ai d in'g Cc di: s arfrl Sta lfcLa r °).5 Product Appso_-41 Application Detail Page 1 is WWI nil i MIA rla Do Bacraill Oft -i,:l 011tr1wta I.1ear:s4 VolJr.:+icr1 aye V0091A &l'it*01ed FBG AnprgyNApprowd SUauc 4P vf,k..sr-E.nrua'In :-,r1 V1 V,rsi 1r?. -n_� 11021,020 19A5eW2020 :br-d n S°aJlalin A3Sr tLraa Ar`G:cr'wtd eta Lie Aaoroiaf for Use Demo DiNR9 P:ndUtt 2lik- ba on cr-r i ID,a rw pzt. 'In .f.Ai2 QuIVtle Fri , Flat FYolr.n- Dcmar, C'0 ter r_C..0 P. Yes mA NIA d WA lust"a FVBllerd t.P t CA 12niz=r'a a`ta Fda'A N1JA. Plat %T e aYR>I_1'I , CA Un, yes NA rVA Flat gorse Th.Iru CA "11 12'20 No Yea NNJA NIA F r< Gel FYIit - Katy, IX-+�+F.. 2 Wes Yes NiA N(A U-P,"k Kai, TY." _-., rb7(' fir Yes ri NIA "orhda Department of BI, i & f"Tofes5iorial Regulation 31jild:ng r _*l_ _ird Stan -ram Pior9ucl Applovil Applic.atwo Dithill Page i iti n TIMI Fr4]rg lX_ a:ae iota DMr PmdlPa �L5l4 _ __ f L'�_ -, - '. II r f": IP, n. ,.0 017 11,TS;a2026 1,4t5r20ir7 Approved twill"' A M1 -- e tar -en iLV U•.a A W to ro od Fuse LMPO Degm L P d t S :'G >l 'r J.tJ r 11 act, Ewlili-ai V .J'a1'.y rm..i tier H. r _ O di s dy �.,....__, tea :,.. IMF.*,, _ r Y. Nll4 ,.I I"di r,NIA IVA t•, n_-� .._,t- .. l - _ . - Yes NSA N'A s.� r },_ . �._, r•.,. Yas NiA NIA Florida _r�apattrmert at Bu- '1Ls.; & RToff,= °lava° Reg,>Wtiw- Pa f al B--Ladling C»s and Standards U-14UN Product Approval Appilc,ation Detail Err -Kra � gaLq cite ts:r£dFna __ .. [:Tract Engneer ti Mw+ a2 Fatrdalad av VANOW i £sWiCa� ,d Elie.a>mrici &Qauddi xUllum n r2i, 'r'&,ulna Mee Da E--=a_c - ^ r ' r pa' r -., ,:~•' 1 _ _ER .a,',-e-, aCr- 3.... °. _. _ r .. _a..l 1r,,, �.p2D 112ii'..0«f7 APPPewad I npaf ,d..rett-ax,I .•, rlPr s "lrpnt ArxvavruflaLree Aaaraysdlar911 IM2= gum ' 13Y3,Nn5'L .r^fvldallr]Ielt IaS.I:= Y^i Yes; Nfa MIA -+-a N Cll a) �a W © L CZ �I W ^, n j W tV V .� O ^` W Y.L C ) (n m � cu (3) _+_j cu C) Q(1) }� v ry M`` O L_ Q Ya..L 4--1 U s_ o are U) n LU Z J n SHEET NO. PA 1.1 U) > 70 EE= Simpson Strong -Tie 2020 FBC Approved Products Updated 12J302020 rMig Simpson Strong -Tie 2020 FBC Approved Products Updated 12nac2020 Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Updated 12=2020 (3) 0- 0 For direct links to all SST approi listed beloifi, CLICK HERE, For direct finks to SST listed aeow, CL!CK, HEP For di rinks to 8f;T li H l (3) all approvals an approvals god kuilvw� CLICK Far addrional inforinatcon regarding Florida's Statevii Product Approval System and Mianni-Dade Countly Notice ofAcceptan're INOA)T CMCK HERE For odditional inforcinalion regardrig Flonda's StateMle product Approval System and Miann-_')ade Cwnly Notice of ALceptaince (NOA), lij�X �[-ERE For aeck onal information regarding Fori Statewide Fuscruct Approval Systerr and Mianni-Nde County, Notice of Acceptance ftOokl, 2L[g; lj= F i� i 0 �okrr-, �,i t�n ri,­ga i rLti, a Ftnri cis's State Mile Frcdu ApEe", al """te I i and ii�Ifiinn-> do (_'wrg/ itilice of Ar; nute fNoAl, (3) (3) FLERM7157 F_L#1.Q.4_4.6_,-.RS EL11 0456-M !I Htl[S, �_etec� hfanfle:ri Face-,cinnunt I�nge,,� available in widths ranging from 1-5f`8�'to 3. W D16' Inc ti ran�,ing from 4-5116` to 11". Concealed flange (2) 7C3 0 g��e# product Model. Number or Name Product Descrillglon Se ci # Product Model, Number or Name Product Description §lg_g Product Model, Numberor Name Product Description yer, rijr, MUS'_') avaitable for models having width equal to or _0 1 Titan Stainless Steel Concrete & Masonry Screw (IT4-ss) 1.14" diameter Titan stainless steel masonry screw 1 A-91, A23 A33, A34, ASS, A44 Angles fft, BTB, BTH Brick Ties oreaei = 2) -2 (3) 2 APA21, APA4, APA6. APVA21. APi APVA6 Outdoor Accents Angles 2 CMST1 2, C MST1 4, CMSTC1 6 Coiled Straps e I le 3 11 n, ni-,� F Fsc:e minuni l-,­.,cqcs,s avallable in widths ranging from 1-718"to 3- 0 0 0 FIL#9589-R6 3 AP944, AP844R, APVe,i APB66R, APS88, APeSSR, APBIOIO, APB101 OR, APV1344, APV644R, APVB66, APV266R, ANEW, APV888R,,APV8I0I0, AP461 01 OR Outdoor Accents Post Bases 3 CSIA, CS16, CS18, CS20, CS22 Coiled Straps fil",s nd hpig htr ra ri g ing from 9- 1 14" to 13" LD LL- = 1"f.- 4 CSHP18CSHP`410 , Coiled Straps 2!,4�F)� l2rlgsf,� (13 - 0 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDT2R-6, AF`V[),JT2-4, ApirrDi.72R.4, APVD,T2-6, Outdoor Accents Deck JolslTies 5 CTS21 8 Compression'Frel5sm Strap i LJJ24 -_Ir_P4i, _1_1 ii�� LIL12"IC', :�ace-mcijriic i wc�.Iers M 0 > Sag Product fili Number or "same Product DeacHilpflon APVDJi 13 DSP, SSP, TGH` Stud to Plate tie cao-ge's. Cn E I SDIOI12DBE Outdoor Accents Corrincrab r Screw 5 APHH46, APHH48P APHH61 0, APH14640IR Outdoor Ace-ents Heavy Hanger 7 Hl, HIOA HZSA, K3, HS; A7Z H16, H16-S, Hie-2, 1,111322S Hurricane Ties J li_,� F,;,.(? MC'11' Uin widths ranging from I -9M 6" to 4- (D 0- 2 SM12, SDin i SW0112, 5010212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4,APT6, APVL4, APVL6, APVT4. APVT-D Outdoor Awents Land T Bearrr_tj-Column Ties 8 HCT-2, HGT-3, HGT-4 Heavy GirderTiedown _l," and helights ranging from 3" to 1 OA5/16'. U, 3 SDi SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24 APLH24R, APLH26, APLH213R, APLE1210, APUH210R Outdoor Accents Light Hangers 9 HS24 Hurricane Tie J 3 0 DS I -JIG LiS SG- Si fVI c`3 C- �_j- Nn - Facn�-mcifr ra ,Jar,. 4 8001`22434, SDi 2, SDCF22614, SD--;F22700, SDCF22&5B, SDCF221014, Strong -Drive SDCPTrmbi Screw 8 BVLZ Brick Veneer Ledger Connector, 10 H552-5Di A HSS2--2­5oS3, HSS2-3�SDS3, vr3S4-SDS3 Heavy Stud Shoe FIIJ Fac-p-rrour� - an�,,iesr jvallable in widths ranging from 1-RT10"tc, 5- U) SDCF221134, SDC1`221334, SDCI`2719558, SDCF272358 9 C8T2Z, CBT4Z Concealed Boom Ties 11 HST2, HST3, HSTS, HST6 Straight Stripe 1 fl' and hc­,ht_,-,-, i anging from 6-15,116" to 191 5 SDCP22434, SDCP22512, SDi SDCP227CE, SDCPi SDC>222912, Stiong-Drive SDCP Timber-CP Screw 1 S ^"JT3ZL CJT4Z. CJT62, CJT6Z Coniceskd Jcnstlr�sai 12 HTS16. Hi HTS214, HTS2S, HTS310, HTSiOC Heavy Twist Strap c"atia!ncuni h-,;,iqenS 6 SOCP221100, SMPM134, KICF,271400 SDHR27400, SOHR27,614, SDAR31401), SDHR316'4 Strang -Drive SDHR: Combo -Head Screw, It 12 DJT14 DS Di joist To Dry, wan Stipp 13 14 HTSQ1611i HTSQ2OKT2 LETA Heavy Twit Strap Light Floor Tie Anchor If c lL .4ci i cfi, rAFi-1,.­h Skrwedl facc-ri rafigers available nivilidths ranging f-om 11- L-C-J` lj.° ant' heights ranging from 3-1 /16" to 1',r' !41' 7 SDS25112, SDi SDS2`900, SDS25212, SDi SDS25312, SaS25412, won Drive SDS Pocavy-Dulty 2onniector Screw 13 FC4, FC5 FranfiingClips 15 LSTAQ, LSTA12, LSTA15, LSTA18, I-STA21, LSTA-24, LSTA3O, LSTAW Straight Straps Coricealenlfle�ue veii (SURC- SULC) available for all doubt- SOS25500, SOIS2560- 0, SOS2,%OO 14 FWANZ Founciation rPhIll Angles 16 LSTI49, L637173 Straight Straps `X and Z.4 "dels, on,-, acute flange is concealed. 8 S-OS25112SS, SOS252OOSS, SDS25212S2MOSS, SDS2531255 Strong -Drive SDS Ht---vy=Duty Connector SS Screw 15 1 GA2 Gusset Angles 17 LT P-20, LTB40 Bridging Fa�ri I-Pnjersavailaible in v4idtts ranging from 1-gilt"to 9 SDWF2716, SDWF2720, 3DVi SOWF2726, SDWF2730 Strong -Drive SDWF Floor-to-Fidor Screw 10 H2A, 1=12�tlr, H8, HI0A-2, H103, H14, HGAIO HunIm"Tie, 18 LTS12, L7S16, LTS18. LTS20 LightTwist Strap anti hn_11,.",,, ongii ig from 2-af8"to 11-1/41. 17 18 HCJTZ HH4, HHO Heavy Concealed Joist Tie Header Hangers 19 2o, MGT MST27, IVST37, NIST148, tysTiSli, II Iii Girder Tedown S-traightl5traps FL#100ni7-R8' 19 KIBSiz Kneei-Biacce Stabilizer 21 MSTA9, NSTA12, MSTA16, MISTAIS, MSTA21, MSIA24, MSTA30, Ni MSTA49 Straight Strap,,, FL#10GG,7-R6 20 L30, Lr>O, L70, L90 Angles 222 MSTC26, IMSTC40,1AUTC52, KIST066, MSTC75 Straight Straps _San ff Product Model, UumkU&[ Name Praiduct2acibotilicin 21 LCE4 Post Cap 23 MSTC4863, MSTC60B3 Pro -Bent Straps .`ee t Product 'Mbi Number gir `Fma Prodggl Diascript on I ATR3/8, ATRII`2, ATR&8, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skevyable Angles 24 MST126, Mi MST148, IMSTISO, MST172 Straight Straps op flange gars available invinchlisranging from 1-9116nto 7- 2 ATUD5, ATU06-2, ATUD9, ATUDi ATUDi ATUDII 4, ATUD14m2 Aluminum Take -Up Device 23 _SCZ Adjustable Stair -Stringer Connector 25 MTS1 2, 111 16v NITS18, Mi MTS24C, MRS3G, VTS3OC Medium Twist Strap 1,16"and heightsirainging from 7-1/139'. 3 BPM-2, BP112, BP=-3, BPS/a.2, SPSF&3, BP3/4, SP314.3, BPRTUD-23_4 Beaurng Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ26LZ, LS.SJ28RZ, LSSJ21OLZ, L=- 21ORZ Field Adjustable Jack Hanger 20 NGA2x10.12, NCAZ02-12, NCA,2x3­16, InICA2xio-161 NCA2x12-10 Bridging D"3DI" ri "Fop hinge liarigers cavallable in widths ringing from 3-5/8"to 7- 4 GIcffiS18, :;NW1 12, CNVV5/i CVAW4, CNW51i CNW314­518 Couplet Nuts 25 LSSRI.81, LSSR2A LSSR2,37, LSi LSSR210-2, LSSF41O Fi� Adjustible Slopeablo'Skeaistre Hanger 27 RCWB 12, RCVVBI 4 Wall Bracing "liS' :rand heights rangling, from 9-1/1 24`- 5 CTUD55, --TU065, CIFUD66, CTUD75, CTUDIS CTUD77, CTUD67, CTUD88. CTUDS17, Coupling Take -Up Dance 26 LTP4,LTPS Tie Plates 25 RPSIS, RPS22, RPS228 Repair Plate Strap [):_,Fse��­r i�nngarEL 7cqF, fiange hangers available in widths ranging from, I-IrZ'to, 8- CTUD98,CTUDQ9 27 MI-234 ML24Z, ML26Z, ML282, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5,18" arid neightstanging from 7-1/47 to 24•'. 6 N3, N4, Na, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 Sort, SP2 SP4, SP6, SPS Stud Plata Tie 4 DGP= 5cdcs hangers Tap flange hangers available inviii ranging from 1-3/4" to 3- 7 RTUO3, RTUD3B, RTUD4, RTUDi RTUD5, RTUC5, RTUD7, RTUD8 Ratchei Take -Up Dever 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5;8" and reightsiranging from 9-1/4'to 24'. a TUD9, TUD 10 Take -Up Device 30 MIMILU26, MMLU26-2, MMLU243. MMLU28-2, MMLU210, MMLLA211, MMLU139 MNLU]311 Face -Mount Hangers 52 SSI,5, SS2.5, S53, SS4_5 Stud Shoe 7. EG5 EG7 EG9 series hangers Top flance hangers available in YMU- ranging from 6-114%'w & 9 TUW38 Take -Up Washer 31 RBC, R5CP Root Bourwary Qrps 53 ST9, ST12, ST-18, ST22, ST292', ST2122,6-T2115, --r2215, ST6215, ST62-24, ST6236 Straight Straps 7,18" and heigints ranging from 11" to 32-1/2", 10 URS3 318` Uplift Rod Rijn Tiodown System 32 RST-3 Roof7P-_-_-1.wri 34 7920, TP27, T630, TBU, 7B4, T648, TR54, TB56, TR60 Tension Bridging 6 EG 0 Sarirci hangers Top flange hangers available In widths ranging from 3-5/8"lor 7- 11 UR-1-4 112'"1 Uplift Red Pon Ticasnown, System 33 RT(=, RTC42, RTC2Z, RTC44 Rigid 1e connectors 36 TWBI 0, APi 2, TMI 4 Walt Bracing I A and heights 4an gin„ : from 11 -I/N'to 32", 12 URS5 5,118" Uplift Rod Rijn Tiedown System 34 STC, STC7, OTC, HTC4 Truss Clips 30 VGTT'/GTR, VGTr- Variable Pitch GVdet Tie -down 71 (LS seritE fianger; Saddle hangers available invAdthsranging froni3-1/4"to6-7ff' 13 URS6 Tit"" Uplift Rod Ron 1.iffmown,5),stem 35 TJC37,TJG57 Truss Jack Clips 37 W8105, VM106C, W131215, WB1126C, W13143C Wall BrarAng and heglits i-angoi from 8-1fT to 24, 36 Z2,Z4,Z44 Panel Stiffener Clips C"_T11(sraesc; hangers Top flange hangers available in widths ranging from 3-114�'bo 7- 118" and heightsianging from 11" to 32". FLJ10444-R§ FL#tO534-R5 9 HB serie-shargers Top flange hangers available inwildgirs ranging from 1-9116` to 7- F691 0447-R5 I Q" and heights ranging from 8" to 30', tieg # Product Model, Number or Nome Product Closcripi tog_# Product Model, Number at Name Product Description f HGL� banters i hangers civwlaHis in widths ranging from 5-114" to 8-7M" W 1 DIFT2 Hold-doi Sag X Product Model, Number or Name Product Description 1 CBH2 376Z, CBH2,37,-0,63, C131-2374,75 Concealed hangers Aind 1!eights ran, I jng Incirn 10-1/2'to 28". 2 HICCIOM, HDC10122 Hold,cciiii,ri 1 AHEP Adjuslable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, OHU) and top flange (DHUTF) hangers 11 HC1,_ si hangers Top fange hargers available in winiths ranging from 3-114'W 8- 3 4 HDQ8, HHDQ 11, HHDQ 14 HDU2. HOU4, HDU5, HDU8, HDUI I, HDJ14 Hold-down Hold-down 2 3 OSC2R-SDS3, DSC2L-SDS3, DSC5R-SCS3, OSCSL-SDSa GPIC Drag Strut Connectors Gable Brace Connector available in widths ranging from 1-911C to 3-9116" and heol,tr ranging from 9-15' to 23-15118". Hr-I ­ 718" and Preights, ranging from 7-I12" to 3Z'- -cp Incifij, sv;;jlable in wicithoranging from 1-114�'td 7- 5 HPA28, FPA35 Strap -style purlin anchor 4 HCP1.81, HCPY2, HCP4 Hip Cornier Plate 3 HGU3.635DS, HGU5 25-SOS, HGU5.50-SDS, HGL5.62-SDS, HGU7.00-SDS, HGU7_25_ Face -mount hangers 143' and he2uphts ranging from 1 oV'to 33". 6 LSTHD8, -STHDSRJ Strap -style hold-down 5 HHRC2-22, HHRC42, HHRC42-22 HHRC4/1.81, HHRG44, HHRO5.2513.25, HHRC53713 12, Heavy Hip to Ridge Connectors SDS, HGU9,00-SDS HI I se-, rzincer" _cp Jorge hangers available in widths ranging from 25/16'to 3- 7 MAZ5A, MASAP Foundation anchor strata HHRC66 4 HGUS seties, hangers Face -mount hangers, available in vvidUr* ranging from r,, i in- heights raincring from 18" to 26". 8 MPAI32, MPAI" ftap-style purlin anchor 6 HRC1.81, HPC22 Hip Ridge Connector 318"rucid heights ranging from 5-S118" to 12-718"- 1-1 J 157 F ;,r - ha, Trip inwris joisI hqrgfris available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PrAbl, PA68 Strap -style purlin anchor 7 LRU25, URU28, UIRL210, LRU212 RifterHange! 5 HHGU5 25-SDS, HHGU5, 50-SOS, HHI1:-:U5,S2-SDS, HHGU7,Oi[tSDS, HH3U7,25-SDS,, Face -mount hangers 906" a,d rr:aiylt l., aging from 5aF'Iro 13-116'. 10 PAI 18, PA.123, PA128, Pi Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light8lopeable/Skeevablie Li Hanger HHGU9.CO-SDS HI__! -,HCA fiaur.is op llafje hangers a,wlable inwidthis ranging from I-9116"t05, 11 STHDIO, 5THDI ORJ $1irsip-style- hold-down 9 TBE4, TISEIS Truss Bearing Enhancer 6 HHUS26-2, HHUS2,-2, HHU51,10-2, HHUS46, HHU546, HHUS410, HHUS5.50110, Face -mount hangers �_' and from 2-7/16"tQ 16'. Conceetted flange 12 ST HDI 4, STHD1 4RJ strarp-style, hold-dowei. 10 TC24, TC26, TC28 Truss Clip HHUS7,25110 V­0, Iii I ay. i -,ible for?II models having width aclualto or 11 THA29, THA213, THIA218, THA218-2, THX222-2, THA413, THA418, THAC418, THi Adjustable, Truss Hanger 7 HSUR, HSUL HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging ij re ate r tra n _` g),,I 6' THAC422. THA426, THA422-2, THA4264 la'to 5-1/8" and heights ranging from 43/4'to 15-314", n-, ti ge, -rp flacc3e ha v gis, i s i Alab le inwidths ranging from 1 -9/1 Grins 7- 12 THAI 1, 81/22, THAI 2 06122, THAI 2, 1=, THA 1222, THA 1 $22. THAi THAI 422 Adjuslablue Truss Harigai Sired for Wrists Concealed ficanigeverskin (HSURC, HSULC) available fi f !,Ii' and from C.318'to 23i'. 13 THAL422, THAR422 Skewi Truss Hanger double 2X and 4X mascots; only acute flange is concealer',(', 1 ci c:i 'ric rt,,cle III @riciefis svic, i lable in widths ranging from 1-,9116�10 7. 14 THJA26, LTHi LTHMA Multiple Truss Hangers 5 HTU26, HtU28, HTU210, HTU26-2. HTU25-Z HTU210-2 Farea-mount hangers I ii? inns re ig firs ra i i g ng from 5-3/8' to 3Z'- 15 7HJM22-4-SQS3, THfM2-5-SDS3, THJU26, THJU26-W (Vokiple Truss Hanger's 9 HU, HUG series hangers Face -mount hangers available in widths ranging from 1-1 l," L, t7r I I I ii I q ci;." rip ficir-ga har clers a-vailable, in widths ranging from 1-9/16'tic 3- 16 TSBP2-24 Trass Sparccr-Restraint 112" and heights ranging from 2-7/8" to 191 Conceal G �'; and n from P-1/8'to ig'. 17 VPA2, VPA25, VPAz, VPA35, VPA4 Vanakle Pitch Connectors version (HUC) arvailablis for all models having width equa! hninge hangii available in width of 1-9/16" and heights 18 VTCR Valley-Fruss Clip greater than 2-911 S'- rein2ni fEc;ci­3,6" to 7-1,`4", 10 HUCQI.81/9-SDS, HUCQ1 81/11 -SDS, HUG0210-2-SDS, HUCMI0-3-SDS, HUC031 0- Face -mount hangers _,11 U,�� inc-fer _nwrs --,p flarcq4 hangers available in visilth of 1 .9M Viand heights SIDS, HUC041 O-SDS, HUCQ4, 2-SIDS, HUCOS-251GSIDS, HUCCS_2EM1SDS, HUC0610- n. "Idng T rag 9-3 18, 13.1)8" SDS, H UCC61 2-SD 5 CIO rIMM"L Simpson Strong -Tie 2020 FBC Approved Products Updated 1211 Simpson Strong -Tie 2020 FBC Approved Products Updated 1713=2020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30M20 For direct Rinks to all SST opprovelis liked below, CLICK. HERE. For addional information regarcing Flonda's Statewide Product Approval Systerr and livilianni-Dade County Notice of Acceptance (i CLICK HER For drool inks to all SST approvals listed boi CLICK HERE. For addlional information regarding norida'sSiatewri Product Approval System and lyliarril-Dade, County Notice of Azceptanco (NOA). ��H For direct Inks to all SOT approvals listed below, For add lonal Informaton rega i's Statewide Product Approval Systeric and Mlaml-Dade Count/ Notice ofAcWtance (NOA), QJLQ&_HLM. clirea links to all SGI appr-ls arced bel- C 21 LB series he rigers Top flange hangers available in width of 1 -9M Viand heights 1`1#11141 18 SILE3111.56, &LBV1 -81, Syl-SV2-06, SILBV2,37, SILEV2_56, SLBV2 68, SLeV3.12, Top Flange Joist Hangers SE F-YP Adri A fichor for concrete :ranging from 5­''X' tQ 15-118". SILOV3,56, SILBV3.15Z SILBV,4,06, S/1-13V41 2; S&EV4.28, VLBV4.75, S&BV5SO ri 8trorvj-8rft 2 (STR2, STB2-46,15, . 'TB2-fce$; $trorg-idot "ilifedgePihohi in careen 22 LBAZ serafs (hangers Top flange hangers Available in width ofl-9,`16'and heights ranging from 9-3116` to 15-11F, Sea # I Product[ Model- Nurri or Name HHUS210-3, HHUSI0-4 Firgiclugl; Deggirlipi Joist Hanger 19 2t7 S/LTT20, SIDTT2Z, SHTT14, IHTT4,, HTT5 SIMST60, S/MST72 Holdow"s Straps 118 mil (10 ga) 7 Titan 1-10 (11 THID-Filvi TF,!E;-H4SS, Tii ID-H6S3, TlAD-C S, THB-2SSSS) steel and Typeis 804 and 316 stainless, steel Titen Ho Xty Sc now Anchor for concrete and masonry 23 LEG3, LIE35, LPG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6. 2 HRS6, HRS8, HPS12 Strap Ties 21 SP4,SP6 Stud Plane Ties avaiLibie veh her head in carbon steel and Types 304 and 315 718"and heights, ranging from 9" to 33-1/7' 3 HUCO21C-2-SDS, HUCQ'21OnR-SDS, HLJCQ31 O-SDS Joist Hanger SSP, DSP, TSP Stud %tis Ties stainless steel a' with countersunk head in carbon steel and 24 MEG 5, MEG7 series homers Top flange hangers avainablis In Widths ranging from 5-114'to 6- 4 THGB2, THGB3, THGBH2, THGBH33, THGBH4 Joist Hanger 23 STC, OTC Truss Clip - ype 316 stminW_-ss stee2l 7/6'and heights ranging from 9" to 32-112'. 5 THG02-SDS3, THG03-SDS4-5, THGQH2-SDi THGOH3-SC.S4.5, THGQH4-SDi Joist Hanger 24 TBD22 Truss Brace Diagonal itcriiD, Rao C,-uper i'T HCWQ1-4PrC, Tf HLrLOs 41?Cf "'ran HD Threczrcfad Rod Coupler for cooncrel 25 MIT sinnei hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 r HGVV,3i--3, THGW3-4, THGW4.3, THGWi Joist Hanger 26 TJr,37 Truss Jack Connector Titilin Hecccpsd Rod Hding& (`HDB2515_1'R"r THL,1B-1­I5rrRn1. TH33,121-1RH, -T ren HD Thresd ad Rod Hanger for concrete ifai'and heights ranging from 9-1ir4" to 24" 11,F?H,, 26 PF, PF B, PFDB, PROSE series hangers Top flange hangers available linvirdth ofl-9115" and heights Anchor foI rinasortirl, COO) ranging from 3-3i8'" trfi 7-116'. FL;IM 1473-R5 FLX1 3904--RS 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths rani frarn 1-9116" to 7- §2g-1 Product MORL Number ar Name PI2qMn;t De22rfli &W_* Product Model. NuIpbef or LUMe P_[20iiict De2crllal2a 416230-R8 ltV'and heights ranging 9-1/4"to 32"- 1 DETAL20 Double Embedded Truss Anchor I CCQM3.62-SDSHDG, GCOW 62-SDSHDG, CCQM5-50-SDSHD-., GCTQM3_62-SOSG, Mason ry Pier Coos 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4S2-SDSG, CCTQM5.50-,-DSG, CCCQM13 62-SDSG, CCCQM4.62-SDSG, &agj Prouct Model, Numnr cr.Uimme PrQguo 2escripliop 3 HIS, HISS, 1116-2, H16-2S Hurricane Tie CCCOM550i, 1 AT_'X? li,T->�P illivji-Straigth ;`1i Adhesive for concrete or masonry 4 HETA12, HETAW, Hi�TA20, HIFTA24, HEI"AAO Frintredded Truss Anchor 2 FCC1,01iiih, I.52G.KT F(_-,CL(.Th11d.62G.KT, FCCLGM550G�lii ECDl_LQMC3,62G4<T Masonry Pier Cal,,; � ! F I -fcp I I I P tar masonry 5 HETAL12, HETAII-16, HETAL20 Embedded Truss Anchor ECCLL1:;iR1D4,S2G-KT ECCLLQMD6,500-KT, ErXLRQML)3,62G-KT, ECCLRQMDi �l: 3ET Vrl 8ET Xl:� Hlufi,��trencrtii Epoxy Adhesivefor masonry Seq # Product Model, Number or Name Product Description 6 HGAMIO, HM Masonry retrofit connectors KT, FCCLRQMD5-50G-KT nci-:FcTi,,- 1 '1, '.'lodge anchor for masonry I ABA44, A3A44R, AEA,46, ABA46R, ABA65, ABAW Adjustable Post Base 7 HHETA16, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Amirur 3 HGUM5.25, HGUMS.5-0, HGU1i HGUIii HGUM9.00 Heavy Masonry Hangers- Tier 2 --li 2 Sr,e-iv 4rchu, -or Concrete 2 ABU44, ASU44R, ABU46, ABL46R ABU15-5, ABU5-8, ABU65, ABU66, AGU66R, A21-168, Adjustable Post Base 8 LGT2, LGT3-SDS2-E, LGT4-SD83 Girder Tiedown 4 LGUM26-2, LGI-11iii LGU1i LGUMi LGUM28.3, LGUM28-4, LGUM210-2, Mason ry Beam Hangers H 1 ­H4_; -1 - I ter- `S1 I 1 HScrew Anchi for concrete available in 304 ABU88R, ABU1010, ABU1010R, ABLI1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM21C-3, LGUM210-4, LGEIi LGUM48, LGUL4410 or " 16 5:tainless stein 1hvirth hi head, and 3l6stainless sleelviiith 3 ABW44Z,A8W44R7. ABW46Z AIRW46RZ, ABW66Z, ABWWRZ, ASW7-7 Adj usta ble Pi Base 10 META12, VIE7A16, META18, META20. tALTA24, META40 Embedded Truss Anchor 5 MBHA3.l2f9 25, h4BHA3,12111 25, MSHA3.5617i 25, MBHA3.6619.25, MBRA3.56111.25� Masonry Top Flange Beam Hangers cricinter-unk head. 4 ACA, A04R, ACE4, ACO, AC65. ACE6 Post cap 11 ri1STAM241 MSTAN136, (viOTC030 Strap Tie for Masonry 1013l -1 88, NTSHA3,56cl 4, MEHA3,5611 S. TvrBHA&P)6i`1 81 NiPHA550q.25, i ii, ric, I l 1�'i lii:i:ii I'[ tubn icily''ni I rior for concrei of masonry 1; (3 BC4, BC46, eC4R, BC6, B06R BCS, BCS2.214, BC1i2-S?6 C844. CB46, C1348, CB136, C868 poi Embedded Column Base 12 IATSNII 6, NITSM nO, HTSIA1 6, HTSM2(1 Twflict S trap for Marson ry MSIHA5 50/91. 2 5, Gil S H A& 500 125, MSH AS. GOA 1. 88 M BH At" . GO if 14, I&SHicb. GACp 16, MEHA5,50118 0 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS27, CRS086-SDS2, C&SQ88SDS2 Embedded Column Base 6 MBHU3.5W-25, MSHU3-5611 1.25, MISHU166111.86, MBHU3.56f14- MBHD3 58M 61 Masonry Beam Hangers Fli,#16937-R 8 CC, ECCI ECCU Series Bolted column caps with W1 ranging from 3-1 W'to 9-112' and EL#1 1496-R5 MBHU3.5511 8, MBIHIJ5,50ii MSHV5.50/1 I 2S, IVBHU5.5011 I Zfl, A113HU5.50/14, Vii ranging from 35/8r'to 7-112' MBHU5,501116, MBHU-3i50J18 see drodiiii I. Number or Wine Product Orisgr option 9 CCQ-SDS2.5, ECCQ-SDS2,5 Series Screwed column caps witfin W1 ranging from 3-1/4" to 91 and Vi rang Ing from 3-5/9'to 7-1/2" Seq # 1 Product Model, Number or Name DTTIZ Product Description Deck 7orsion Tie K Stronq':Xive X Metal Self-Drilfing, Tapping Scmw%w4h#,3 Dnil Poilt 10 CF`7442, OPT66Z, CPTSSZ ("nsincooled, Post Tie sore 2 HD12, HID19 Bolted Holictowns EL 11 EPB44A, PIPB44, EPB46, EPB60 Fimbedded Post Base 3 HD3B, HD5E, HD7B HD9B Bolted Holdowns Sci Ji DriV I coirt and Large Diameter, Hex Washer Head 12 EPS4Z Embedded Poe Base 4 HTT4,14TTS, H775-314 Tension Ties Sect Product(Model, Number or Name Product Description 14i 2' -K #12 24 -ST.Ionj-Drive XIA Medium -Head Metal Self -Drilling. -Diop-in > 13 LCB44, LCB65 Embedded Column Base 5 LTT19, L-T213, LTT131 Light Tension Ties I SLPAi SDWi SDW22438, SDI.Ar22458, EDW22500, SDW22600, SDW22b38, Strong -Drive SOW FWP-PLY and TRUSS -PLY Screws #5 Drill Point and Medium Diameter Hex 14 LPC4Z,LPC6Z Light Post Cap SDVV226S4 X�.'14l;l '-A-21-K X,4- '24 AQI'�­i�4 X�11- 1W4 #1 2-1 mg _crivc X Pyletal Seff D--11fing, Tapping Screi with #5 0 15 MP844Z, MPB667, MPB88Z Moment Post ease 2 SDWC1 5450, SDVVCi56O0 Strong -Drive SDWC TRUSS Screw Drill POITA 16 Pill P644R, P946, Pi P666R Embedded Post Base ELE352805 3 SIDWHIWOOD13, SOVVH19400DB, SDVVH1960ODB, SDWHI980ODB, SUM4191DOODB Strong -Drive SDVVH TIMBER-H E)(Screwr S t a Xli$ilFcJOIE:-',1", #101-16 X1.1 Metal Tapping ScTewswitch 11 PBS44A, IBS45, PBW5 Embedded Post Base 4 SDWH274DOG, SDWH276DOG, SLIV%ic,427SUDG, gong-Drrive SDVYH TiMBER-HEX HUG Screw I Uri l Point CL 18 19 PBV6, PeVIO PC44-16,PC46-16, PC48-16, PC64-16, PC66-16, EPC44-16, EPC48­16,Epi Round pint Lose Post Cap §922 I Pr uci N me SB5f8x24, Se7/84c24, S81x30 PGdlnZ Oguerlistnorl SB Anchor Batts 5 6 SOVIi SDVVS1S3DOi SOIOVS113SIZ SOlAygI6400 Sli 9600, SEAli 9712, SDNS22800, Strong-Di-pireSDIAS FRAMING Screw Strang -Drive SD`,iVS T'IMSER Screw (liberior Grade) CIO EPG64-16. EPC66-16 2 SSTB16, SSTB20, SSTB24, SST( 8, SS7B34, SSTB36, SSTEIZL, SSTB20L, SSTB24L, SSTBArchof Botts SDWS22300, SDWS229D0, SDWS221 000, SDWS221 1 00, SDWS221200, SDWS221500 FL935320-RO 20 PC4Z, PC4RZ, PC@Z, PC6RZ, PC8Z , PC8RZ, EPC4Z, EPC4RZ, EPCaZ, EPC6RZ, EPC8Z. EPC8RZ Post Cap 3STB28L 7 SDWS2230ODB, SDAS224000B, SDWS:226CIODB, SDWS2260ODB, SDVJ322800E)B, SOW,922- GOODE Strong -Drive SDYVSTIMBER Screw (Exterior Grade) aaqo Product Mgge.d. IsiliMbpr or N;mg amd-wrl Quaridien Cn 21 22 PPB44-4Z, PPB44-6Z RPBZ Post Base Retrofit Post Base FL;M 3872-114 8 P SOW5223121)BB, SDWS22512DBB SDWS2730OSS, SDAS27'400$S, SDWS275DDSSr SOWS2760OSS, SDViS2780OSS, Outdoor Accents Structural Wood Sono Strcing-Drives SDWSTIMBER SS Screw 1 2 DSSCE,45DSSCB46 DS3004B, DSHS FC1343,5, FC84� 5, FCB47 5, IC849-5, FC8411 5 By Fra rn.ng Drift Strut Conner for Bypass Earning Fixed -Clip Connector 73 SDWS27iGOOSS, SIDWS2711NOSS Stiraw '�c F`IDHSQ��4$1)16, FP,,-f.SD34Bi1DI0L5K, Flal,;51034S 121A #10-16 and #12-14 Strong-DrIve FPHSD Framing to-CF5 Seri 0 fi= 9 Product Model, Number or NAM2 Product 0ascription I iD ql]~3400 Strang-DrYa SDi SOt F�TC-Rl M Driffirg, I appmg Surevs; FL#1 066&R5 1 CIMST 12, CMST 14, CMSTC1 6, CS1 4, CS11 6, CS1 8, Cb-20, CS122 Coiled Straps 11 STN22 Outdoor Accenlsi Hex -Head Washer 4 LSFC22S 2E, _SFC6_25. SFC225, SFC4.26L Sped 215 Sti Fra­c-,ino Connector 2 HRSO, HRS8, HRS12, FHA6, FHAS., FHAl2, FHA18, FHA24, FHA30, MST125, MST136, Straps97 mil (12 ga) _ 4 2� SS Icr,c,,C ,�C425,MSSC625, ' Steel Szud Ci')rfnectoris Sect # Product Model, Number or Name Product Description MST148, MST160, MST172, S(IMST27, S/MST37, S)MST48 NISSG4_2,,3KVv` MSSCB.251<VV I FJA, FSA Foundation Anchor 3 HTSIS, HTSM, HITS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL*i 538ai 111 RCKW3, RCK10d5.5 RCKW7 5. RC-00V35 RCK)AG 5S Rrif" Krce- Vast monrreclor 2 FRFP Flat Retrofit Foundation Plate 4 LSTASO, LSTA36, LST149, ILSTI73, li MS7Al2, MSTA15 MSTA18, Mi VSTA24 Straps 43 mid (18 ga) 7 SC E43 5, SC B415 5 13C B47 6. S9_ P49 6, SC8411 5, NISC B45 5, Irl SC B47 5 Bypass 1--carringSide-Cip Connector 3 G H46-6, GH46-8, GH48-6, 0 H48-8, G H41 0-6, GH 41D-8, G Hd", G H65i G H68-6, G H(38- 8, GH61043, GH610-8 Girder Hanger 5 6 LSTA9, LSTA12, LSTA15, I-STA-18, LSTA21, LSTA24, ST292, 3T2122, 5T2115, ST-2215 LSUBH3 25, SUBH325, IMSUBH3.25 Straps -31-D mil (20 ga) Bridging Connector 12gil I Prgiglusj _Modgvl uumgey. Q[ Name, AS 18, AS 1 S35, AS 10166 Product Descriptio[I 18 go. Truss Planes 8 cc 5c-,'S22-5f?T SCS62-5i97, SC862-5,'118. SCS82-51116 SC�Ii'ffr`f 2� �KVVJ5.5 Bypass FramingConneCtor Heao-&-\Accs1ll Slide-Clirif Connector Cz 4 GLB5A, GLB5B, GILBSC, GLEM, GLWA, GLB7B, GL87C, GLE70 Glubm Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 201HS 20 go. High Strength Truss Plate 0 SJC8.25 3-(CIO 25, VS11C81-'i'-r N1111--jCF0.25 Ste At Jot t Corr necio ris 5 G LBT51 2. G eLT6"2, G LBT51 a G BLT61 6, G LET1,20, GO LT", Glulom Bearing Plate 8 LTS12, L7816, LTS18, LTS20 Light-lv"_ Straps S AS-20 20 ga. Truss Plate Bypass Frarning siipe,clip Strut Connector 8 HGLBA, HGLBB, HGLBC,HGLI3D Heavy Glulam Bearing Plate 9 MSTA30, MSIA36, ST6215, ST6224, STf, ST12, ST18,ST22, MSTC28, MSTG40, MSTC52 Straps 54 rod (16 ga) 4 ASHP Hinge Plate Connector XI.SH7812,1414 #14-14 Strong -Drive: XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTCW, Mi ST6236 Straps 6h ri (14 ga) Screws LL1 8 UFF`10-SDS3 UnrversalFoundation Plate 11 JVTSI 2, MTS1 6, lvTTS1 8, MTS20, MT830, MTS24C, MTS30C Wdiurn T vast Straps S, i, 1 i � X, XC1IB1214-35K. o Q101G16-4K XCAS-, XQ� S1224 1(Q78S12!t-X #10_16r#12-14, and #1 2-24,Sicroni X Metal Selfi 9 URFP Universal Retrofit Foundation Plate 12 S/B1.56,SIB1.81,SA32.06,SI6237,SfB256, S?Bi SIR4,28, SoB4.75, S/85_50 Top Flame Joist He nigers FL#15730­R4 VX 1,11S,11]"24 XQ114BI224-5K, X0112S1224, XC112B1274-2-K, XS415101e-5K X',Sl,_16 4K X151214, XIB1214.3.51< Tapping Screws 13 8,02A,11ZS. SGA2,12110,8MA2 121121114, VBMA S)a, SiSA4.18)10, Top Flange Joist Hangers §3.gJ Product Model. Numbosirgir flijing ftcluct Description SEA418112, SIBA4,18/14 1 ET -HP Adhesive Anchor for concrete 14 S1H1A Hurricane Tie 2 GAC, GOP, GDPM-50, GOPM-15, GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH PINW, Gas -actuated fasteners and assemblies 15 16 S/HD85, S1HD8B, SHDIOS, SHD1013, SS-ID15S, SHD16B S/HDU4 &`HDU6, SHOU9, S1HDU1 1 Holdoyms Holdowins 3 PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K, Fri PINWP-`v PDPAWL, PDPAWL-MG, PSVi PSIYL3-<, PCLDPA, PIECLDPA, PTRHA3, PTRHA4 Powder -actuated fasteners, threaded sloids, and asserrit. es _J 17 S/JCT, S11­UCT Jorstliflangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. PA 1.2 FOLD UP WEATHER }. RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE BARRIER 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 p g p p O Cf) CD U > �Y TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING;;;;;;;;;;;;;;;;;;;; 3/4%1" BEAD OF CONSTR. (O.6 Cm : 30.5 cm) include flashing as described in Section R703 4. O _O -�- a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING O O OVER RIM JOIST AND UP ': THRESHOLD OF DOOR AND Q O L (ASSEMBLED WINDOW) 5z WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water Co NAIL BRAND OR EQUAL WEATHER � s a PROOF CAULKING CEMT. FIN. within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of '� U � � � WEATHER 2 - SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. CQ Cu -� RESISITIVE z BARRIER -sue Q) O V SEAL TOPS OF JOISTS 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 L � (3)UNDER O O DECKING.R. SUBFLOOR (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, Q O SELF -ADHERED FLASHING 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 LJL coC13 approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt O Co O > HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold & RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building '- N (ll up temporarily secure weather resistive barrier above header to allow for appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. L .L CU THESE DETAILS ARE GENERIC AND flashing installation o ll Q MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 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 -� BE USED. 3. Fold weather resistive barrier back over head 2 2 O flashing and seal with tape 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 Scale: NTSWPO FLANGED WINDOW � SELF -ADHERED FLASHING �/�/P02 SELF -ADHERED FLASHING ` A'PO� Exception: Where the barrier that is has VV EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER VV water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE ® EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW FLASHING SELF -ADHERED FLASHING shin le -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes g g pp 12 MIL DRYLOK CMU - MASONRY BLOCK SEE DETAIL WP01 ( ) OR EQUAL WEATHER PROOF CAULKING, used as flashing shall be applied in accordance with the manufacturer's Instructions. All flashing shall be applied in a manner g Pp g pp a to prevent the EXTREME REFER TO TECHNICAL y...:.,;:.1....t;;::::y;:�:':�:t;;>::.. °.� . ��I� ., SCORED entryof water into the wall cavity orpenetration0 t nt II ty f water to the building structural framing components. p WINDOW LETTER ON CHEMICAL a COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER • 4' :• . • 1) SEALANT D ER SELF A H ED FLASHING NG SELF ADHERED FLASHING - �o BEFORE FOLDING SCORE the building wall with a sealant complying •t II an I in with AAMA 800 or ASTM C920 Class 25 Grade NS or rester far o proper Dint expansion and 9 p Y g g p p J p 4 SEALANT JOINT IND O W OWBUCKT �.•:'�`��:`� ::` c ••••••••••••••• EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHO WN) H N 0 - c contraction, ASTMC1281 AAMA 812 0 other o s r h approved standard as appropriate riate for the type o � pP pp p yp f sealant. Fluid applied membranes used as OUTSIDE EDGE OF �..: ;'":.�'�:' MASONRY > ... ..,. B cKshall WINDOW U VERTICALLY FROM BOTTOM OF M flashing � exterior walls co fl In xter or all shall comply with AAMA 714 The flashing extend to the surface of the exterior wall finish. Approved flashin s 9 p Y pp g r' 2 SEALANT JOINT ..• ) s 1'A.. ` THRESHOLD 1 shall be installed at the f win locations: holio I ations: 5 SEALANT FROM • � r. INSIDE EDGE OF z . WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK CR SECTION -A (SEE DETAIL WP02) AND EXTEND TO WINDOW FRAME c 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings AAMA 712. Flashing door be installed in 6) TOOLED SEALANT REQUIREMENTS ',: `/ 2 shall comply with at exterior window and openings shall accordance with one or more of the BEAD BRIDGING :. ''�2',y»;. following: CLADDING AND WINDOW FRAME /i �. SELF -ADHERED FLASHING � 5 fenestration 1.1 The fenest ation manufacturer's Installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 i 4 manufacturers instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are AROUND, INCLUDING SILL. DO NOT FLASH OVER 2 C SEAL TOPS OF JOISTS 1 UNDER DECKING 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 BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA400. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING `p �PO� SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING WP06 FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW VV EXTERIOR DOOR WITH DECK INSIDE CORNER 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. 4.4.Continuously above all projecting wood trim. ' SHEATHING A 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 gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVEAPPROVVEDDH DHEREDFLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL USEWRAP PATCHTHING STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER A d 12 MIL (min) DRYLOK EXTREME ° ' ° , d . •° ^ a 1 APPROVED FLASHING TAPE DOUBLE 3 ... tea_ - _ 2 _ _ -_ °' r ° Q? A. d °. 2 Cement Plaster "V" SEALANT SOCKET WITH JOIST - - __ - - - - - ° ° ° ° d. ° TOOLED APPROVED SEALANT SINGLE WOOD BEAM - _ d ° Foundation Wall'd ° in a In accordance with 7/8" Cement Plaster JOIST BELOW 1 = SELF -ADHERED FLASHING d' ASTMC926 in accordance with SELF -ADHERED FLASHING A. ° e ° . d. ASTMC926 Felt backed metal x° '1 3" MIN ° lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING O 5 with ASTMC1063 Building Paper 7/16" O.S.B. Building Paper ' 7/16" O.S.B. U) SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING Q WPOV FOUNDATION WEEP SCREED WP09 ,�' sheathing ,� , : Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER ' : Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed AS Per Manufact. Specs. PRODUCTS DETAILS FINISH STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) o o Maintain Stampede or similar Bottom TILE H _DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT of cauk bottom Wee Screed joint only Q WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK LU CO > BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - BOND BREAK WRB SELF FURRING (SF) LATH 1 1/2pt0 2" Above Roof Weep Screed - w V, PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q I PLASTER ACCESSORY Sheathing Installed As Per Z SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS ® Manufact. Specs. C`a V-4" PER PLAN do I Detail Instructions - Refer to the number marked as # in each detail that corresponds to the O 1'-0" PER PLAN WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF Cement Plaster 1/2" Cementitious Decorative Finish O numbered Items In the list Of Instructions below: FLANGE AS AN AIR in accordance SLOPE BARRIER with ASTMC926 a®v • , o o All inside and over wood 2nd • °°0 4 1. Install self -adhered flashing in order as shown by numbers " <- 8 CMU ° I 3-1/2" INCH FLANGE ,o,o outside corner will floor ° ` ��°°�°�°® 2. Install flashing and weather resistive barrier to form water shedding --- ° need to be miter O laps 4" OR 8" CMU _____ a o - ( ,o o cut and caulked all ♦""� V 3. Self -adhered flashingcan be substituted for building paper 9p pz (PER SEAT DEPTH)---,___ Z STRUCTURAL FRAMING I ,• .,v° buttjoints need to °®q pv• °°o,9fio O 4. Split the release paper using the ripcord (Split release on demand --- °" FILL WITH GROUT ___ I� :: _ _ -1 t STRUCTURAL SHEATHING o ,o•. becaulked using ®o o Stampede embedded in the adhesive layer) - for ease of installation and to THIS GAP IS A RESULT OF ' or Sim. O minimize scoring cuts -- a . ° -_ W W 0- a_ PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF DO NOT SEAL. caulk for all L 5. Remove all release paper per standard installation instructions and _ -- - -- a d " _ CO CD _ - CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" ___ U ROD & SEALANT DRIP SCREED PLASTIC BOND BREAK WRB Minimum) SLOPED MUD BED --- d a. d ° 2 Lu ~ ACCESSORY I l '�^^ V, 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to --- .. $ ___ d ° a a � SF LATH II . fit tight to VINYL SHOWER PAN 0OA I corner ___ a a g :. a. d C0 J II Note. 8. Mechanically fasten as necessary---. e _ - ---� e, SLOPE ---- ° : . _ i� PLASTER STOP The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster w Q CONTINUOUS BACKER ROD A over block Z d 4 4 d7 & SEALANT 1 st floor Z 4 CEMENTITIOUS FINISH Q J SHEET NO. SHOWER SEAT WP -� 1 SOFFIT/CANTILEVER `/�/P O WEEP SCREED DETAIL WP1 v v SCALE: NOT TO SCALE ■ 3 K