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1859 atlantic beach dr - permit res17-0258 dwgs9 CEILING SECOND FLOOR LAYOUT SCALE: 3/1 611 = 1'011 Products oilD Length Product Plies Net Qty FB02 16 -06 -OD onCENTERO LVL 2.0E 1 3/4" x 18" 2 2 FBOt 17-00.08 onCENTERO LVL 2.0E 1 3/4" x 18" 2 2 Floor Truss Connector List oof russ Connector List ManR Product OF Manuf Product Qty USP THD26-2 1 U5P JUS 4 4 USP TH046 11 USP THD26 12 0 n M 0 FIRST FLOOR LAYOUT SCALE: 3/1 611 = lb" BCS BUILDING COMPONENT SUPPLY, INO, 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 O: 904.297.9390 F: 904.529.1 406 3EARING HEIGHTS 10 1- 1 1 /B" V7772 201 - 911 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. REVISION DATE CHECKED BY 00/00/15 CLIENTI TOLL BROTHERS SUBDIVISIONI ATLANTIC BEACH HERITAGE MODELI ANNA MARIA ELEVATION 1 CLASSIC �JJ�-, LOT "" DRAWN BY RAS DATE 05 1 10/13/2017 1 REP # 14429 TWO STORY FOYER OPENTO ABOVE H: ROSS RK HER SECOND FLOOR LAYOUT SCALE: 3/1 611 = 1'011 Products oilD Length Product Plies Net Qty FB02 16 -06 -OD onCENTERO LVL 2.0E 1 3/4" x 18" 2 2 FBOt 17-00.08 onCENTERO LVL 2.0E 1 3/4" x 18" 2 2 Floor Truss Connector List oof russ Connector List ManR Product OF Manuf Product Qty USP THD26-2 1 U5P JUS 4 4 USP TH046 11 USP THD26 12 0 n M 0 FIRST FLOOR LAYOUT SCALE: 3/1 611 = lb" BCS BUILDING COMPONENT SUPPLY, INO, 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 O: 904.297.9390 F: 904.529.1 406 3EARING HEIGHTS 10 1- 1 1 /B" V7772 201 - 911 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. REVISION DATE CHECKED BY 00/00/15 CLIENTI TOLL BROTHERS SUBDIVISIONI ATLANTIC BEACH HERITAGE MODELI ANNA MARIA ELEVATION 1 CLASSIC �JJ�-, LOT "" DRAWN BY RAS DATE 05 1 10/13/2017 1 REP # 14429 MAP SHOWING PL 0 T PLAN OF L 0 T 51 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. --� DENOTES DIRECTION OF FLOW TYPE "C" DRAINAGE ELEVATIONS SHOWN THUS (12.70) WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED JUNE 2013 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 COMMUNITY DEVELOPMENT APPROVED 5 2 m 0 T Aov m� m �N'2a' " 145 _ 0 7E 0 _ N80 JET+ Ep SPS �N �t0'X IPMENT PROPODNNE��ION l � 2p 3. E�A EMENT 5 g`R.L_ LINE 29 A } �r 1 Amb �� PROPpSp/GAP Pp G O 1� N �pUMpS�ER O V ONS REE3 3PLL PROPOSED -+ �A p1,ER v � W c�D" 21.6' ,` R SPNNA MAR1P .moi 1` N J � N1 0' N,ODEL 4g.D0-O N N LA 9 oy Lr •` �1 OE (12• 0 1 O r rc r 1 ZHREE pPR G 3. 11 5 F •F E �ppSED A 1 U n G J pRC O oo O9: P,CKPP R g pR1VEWAY PR rOlERMEv0l Of LOZ PROONp P o. ' S 2 54 \cHQCPL ' 5 ZOIL0 � 0 �U, Nc^ CURVE DATA Cl (CALCULATED) N17'31'40"W CH = 41.76' R = 150.00' A = 41.89' A = 16'00'08" ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 1,133± SQ. FT. BACK 340± SQ. FT. BUILDERS ENDORSEMENT SIGNED: NAME: DATE: DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT 51 TREE SCHEDULE LOT SQ. -T. MINUS EASEMENTS/WETLANDS 8,733 ACRES= 8 733/43,560 0.20 ACRESx4 =REQUIRED TREE INCHES 8.0 THE REQI,11RED USING 2" 70% OF REQUIRED WITH NO NUMBER OF TREE INCHES WILL BE MET DIAMETER TREES. PLANTED TREES SHALL BE CANOPY TYPE, MORE THAN 5D% OF THE SAME SPECIES. CURVE DATA Cl (CALCULATED) N17'31'40"W CH = 41.76' R = 150.00' A = 41.89' A = 16'00'08" ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 1,133± SQ. FT. BACK 340± SQ. FT. BUILDERS ENDORSEMENT SIGNED: NAME: DATE: DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT 51 MODEL "ANNA MARIA" LOT SIZE 9,288± SQ. FT. DRIVEWAY TO R/W 968± SQ. FT. RIGHT—OF—WAY LENGTH 74.00 FT. TOTAL IMPERVIOUS COVERAGE 4,478± SQ. FT. 48% TOTAL EASEMENT AREA., 555± SQ. FT. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 Legend 5 COV. :COVERED FND. - FOUND F.F.E. - nNISH FLOOR ELEVATION NC - AIR CONDITIONER SKETCH FOR PLOT PLAN ONLY — DOES NOT REPRESENT OR PURPORT TO SHOW _ —4 ESM•T - EASFUEN I.D. - IDENTIFICATION P.R.M. - PERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY — CONG - CONCRET MONUMENT MON. - MONUMEt I.P. - IRON PIP P.T. - POINT OF TANGENCY ALL I.R. -IRONROI P.C.P. - PERMANENT CONTROL POINT P.C. POINT AMERICAN CH - CHORD - of CURVE GLE P.R.C. = POINT OF REVERSE CURVE SURVEYORS = A ARC LEN .TH P.C.C. - POINT OF COMPOUND CURVE B.R.L.=BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, (CRALC.) - CALCULATED F.P.&L- FLORIDA POWER & LIGHT JAMES D. HARRISON, JR., No. 2647 INC. (D) - DEED P - pLAT (TYP•) - TYPICAL NGVD - NATIONAL GEODETIC VERTICAL MICHAEL A. GARRETT, No. 6643 /{r .i 41 R - RADIAL LINE DATUM _ SCALE 1"-20� 7 l - CENTER INE NAVD - NORTH AMERICAN VERTICAL 9 R/W — RIGHT—O TUM —WAY P.I. - POINT OF INTERSECTION IN —V—RIGHT—OF—WAY POW — EDGE OF WATER DATE 08-21-17 ' FLDA EGISTERED S AND MAPP O I -8 (w) - WITNESS roe = TDP OF BANK F. B. x DR. BY BRB DIR. P:\2017\82561-157996-plotplan ORDER NO. 157996 FILE 82561 i O M 6L �--� O z 2'_0 0 w LU cC � a.w� OM om LU w o a � � z OJ w Q m > O oo= z = 1— ot7.LU ice U)o o >o w O � U) 0 w Q z Q�o LUloe LU p U UO ¢ tno � u7 zz = Q w Ce � w O J F- 7m O �o 0 a- J U oc m LU Ln Q C'eO O M O w Q Ce 0c Z U_ w Co ~zz �Ln¢ = n Cyaw J 0 J a O w tn o("(n 0 C 0 cab ao� O Ce a O z =mU Z��Z a w (n m °O W J ED Q in z x w �NwLn O cn _j w w z ; 5 Fx-: Q g (n m oc z p > O (n ml - Mx: =w(n 0 w O Z U mo�GCZ LU zz=o (wn2�¢ wW¢(n Ce w Ln 0 22cnM O z w w U p ,.., Ln zzz� OO (n z U) O obOQ a0 Nae Ln Ce LU w tL z Q �Uc Lm" n. p Q w ~ Z=,Uz.,0 W��m oz=(J U, a 0� � w Co J z J U J O Q LL Q U 1— O Irij ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER - EQUAL FT. FEET PLW. PLYWOOD @ AT FTG. FOOTING A5.18 FRONT & SIDE ELEVATIONS A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV. ABOVE BUILDING SECTIONS RA RETURN AIR ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING AHU AIR HANDLING UNIT GFI GROUND FAULT INTERRUPTER RM. ROOM ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED HOUSE ELEVATION ABBREVIATIONS ABBR. R & SH ROD & SHELF RAIN WATER CHANNEL B.B.Q. BARBECUE H HIGH R.W.C. BD. BOARD HB HOSE BIBB CHATEAU 09 B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE SHEET BR. BRICK HORIZ. HORIZONTAL SHT. BKFST. BREAKFAST CIMMARON 28 SH. SHELF 30 CFT. INSUL INSULATION SHWR. SHOWER CALC. CALCULATIONS INT. INTERIOR SL. SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS CL CENTER LINE TUSCAN 44 S.P.F. SPRUCE NNE FIR CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT CMU CONCRETE MASONRY UNIT CARIBBEAN 81 STD. STANDARD C.O. CLEAN OUT L LONG STL . STEEL COL. COLUMN LAV LAVATORY _ S TOR. STORAGE COMP. COMPRESSOR LDRY LAUNDRY CONC. CONCRETE LIN LINEN + TOP CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE N LU N TEMP. TEMPERED DB. DOOR BELL M. B. MASTER BATH THK. THICK DBL. DOUBLE MAX MAXIMUM T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET T.0.B.B. TOP OF BOND BEAM DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRR. MIRROR U) DN DOWN MLDG. MOLDING UC UNDER COUNTER DR. DOOR M.P.H. MILES PER HOUR U.N,O. UNLESS NOTEDOTHERWISE DS. DOWNSPOUT MT METAL THRESHOLD w (=n D.S.S. DENSE SELECT STRUCTURE V. B. VAPOR BARRIER DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL DWG. DRAWING V.T.R. VENT THROUGH ROOF O.A. OVERALL E EGRESS O.C. ON CENTER W WIDE E.E. EACH END O.H. OVERHEAD W/ WITH E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EQUIPMENT P.S.F. POUNDS PER SQUARE FOOT W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. FLOOR P. R. POWDER ROOM FND. FOUNDATION P.T. PRESSURE TREATED OFFICE CORY Approved By Permit Desk Building Department City of Atlantic beech, FL GRAPHICS LEGEND PARTIAL SECTION DETAIL # DRAWING # PON INTERI DETAIL # DRAWING # 'ATION BUILDING SECTION DETAIL CALL -OUT - - DETAIL # ( - DETAIL # DRAWING # / --- DRAWING # CEILING HEIGHT CHANGE CENTER LINE ® SPANISH TILE OIL ELEVATION MARKER ® SHAKE SIDING SLAB RECESS ® SIDING FRAME BEARING WALL ® BRICK INTERIOR WALL 0 (NON-BEARING) STUCCO FINISH ® CMU MASONRY WALL _-_ EARTH ® GABLE END WALL INSULATION ® FRAMED KNEEWALL DECORATIVE STONE 0 DROPPED SOFFIT PRE -CAST LINTEL/ HEADER DESIGN CRITERIA TWO STORY: FIRST FLOOR - FRAME SINGLE FAMILY RESIDI NCE: GROUP R3 SECOND F OOR - FRAME BUILDING TYPE: _ V - B RISK CATEGORY: II DESIGN BASED ON FLORIDA BUILDING CODE IWIND DESIGN BASED ON: ASCE 7-10 5TH EDITION (2014) F.B.C. 5TH EDITION (20 4) RESIDENTIAL F.B.C. 5TH EDITION (20 4) MECHANICAL F.B.C. 5TH EDITION (20 4) PLUMBING F.B.C. 5TH EDITION (2014) ENERGY ULTIMATE DESIGN WIND SPEED = NOMINAL DESIGN WIND SPEED = EXPOSURE: ENCLOSED BUILDING INTERNAL 130 MPH 101 MPH B +.18/-.18 VIE. CONSERVATION PRESSURE COEF.: F.B.C. 5TH EDITION (20 4) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR X rry F.B.C. 5TH EDITION (20 4) ACCESSIBILITY PLAN FOR ACTUAL PRESSURES: NATIONAL ELECTRIC CODE 2011 (NFPA 70) IFEMA RULES & REGULATIONS N.F.P.A. 1012014 JASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE NOTES AREA CALCULATIONS S. F. FIRST FLOOR 2,121 SECOND FLOOR 11463 TOTAL LIVING AREA 3,584 SQ. FT. IFOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS COVERED ENTRY 185 COVERED LANAI 333 GARAGE 859 COVERED BALCONY 123 5,084 SQ. FT. TOTAL LIST OF DRAWINGS CLASSIC ELEVATION C1 COVER SHEET - Index of Drawings GN1 GENERAL NOTES W (29 W t kD U U U Q W m U z Q In O 0 J W M z Q w J DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ODDS IN EFFECT AS OF DATE OF CERTIFICATION BELOW. October 13, 2017 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W FOUNDATION PLAN A1.18 SLAB LAYOUT A1.N IFOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS FLOOR PLAN A2.18 FIRST FLOOR PLAN O Ql r1 00 A3.18 SECOND FLOOR PLAN A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS U Z W EXTERIOR ELEVATIONS A5.18 FRONT & SIDE ELEVATIONS cvi A5.1.18 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN A5.2.18 EXTERIOR ELEVATION DETAILS O 0M O U BUILDING SECTIONS ¢L =zCL A7.18 IBUILDING SECTIONS UJQ w (n N"a� 6 C: m DIFFUSER LAYOUT M 1.18 IFIRST FLOOR DIFFUSER LAYOUT L c (3) fu Llai M2.18 ISECOND FLOOR DIFUSSER LAYOUT J _N E O � ¢ ELECTRICAL LAYOUT E1.18 FIRST FLOOR ELECTRICAL LAYOUT E2.18 SECOND FLOOR ELECTRICAL LAYOUT -' ¢ I'DO �o STANDARD NOTES & DETAILS O D3 STANDARD NOTES & DETAILS D7 STANDARD NOTES & DETAILS N a D8 STANDARD NOTES & DETAILS HOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE MAN. MANOR 03 WIL. WILLIAMSBURG 07 PRO. PROVINCIAL 08 CHA. CHATEAU 09 VER, VERSAILLES 10 CLA. CLASSIC 18 MED. MEDITERRANEAN 19 TRA. TRADITIONAL 20 COU. COUNTRY MANOR 21 HER. HERITAGE 22 CMN. CIMMARON 28 MSN. MISSION 30 CFT. CRAFTSMAN 31 SCL. SPANISH COLONIAL 32 BOR. BORDEAUX 33 BRO. BROUGHAM 39 REN. RENAISSANCE 40 VIE. VIENNA 41 TUS. TUSCAN 44 CLS. CALAIS 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH 80 CRB. CARIBBEAN 81 CST. COASTAL 82 (n 0 W (29 W t kD U U U Q W m U z Q In O 0 J W M z Q w J DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ODDS IN EFFECT AS OF DATE OF CERTIFICATION BELOW. October 13, 2017 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W w J O Ql r1 00 Q ¢ 0� m U Z W Lf' N LLL cvi >�o O 0M O U ¢L =zCL �_� tA a UJQ w (n N"a� 6 C: m QO L c (3) fu Llai Q J _N E O � ¢ ¢ J U N r\ J -' ¢ I'DO �o O N a o Z w0 06 N O ~" o 0 Y w u7 w o Ce LU LUtD 00 Ln u7 > w Ce LU LU z [ i Q z Q z U Z �--+ � z o (n 0 0 j Q a w z J U 0 z w Q N LU N ¢ z Y U) 0 C) L m m 0 o w rw" D U U) z F. W a L�U LU oc ce w CD ow tz w (=n 0 L U LU z (=n SERIAL NUMBER 1014.0 D A CL L 0 U a� L 0 a 7 O u 2w- U_ 1-4 O 0z Z O V) � U)w LU cC = a ce- m 0 Z J O w J LL- O LU LU LU m O 0 O = z=� w O J W z O> > CO LLJ o w Q z F- = Orj LU UU)a w ce O �aN j % Z = Z W �aM: ce 0 w OJ ;2: __j O O U_ 0 J U p2 m Uj Qocl- o D O ccn LU ¢ � Ice V i w CD �z0 ce LU d LU � O Z w m > J O J J H J OQ wc=i) O 0 N o� 0 LU (A0 a D O O Z = m O Z En = OZ Q w cn , _., m oo w J 2 ED Z LU 3:U)w(n O cn J w LU Z ce (n m CD c LU Z OO -, �LU ?Zc=n _Uj a w O Z U LU 17, co ce LU Z Z = 0 Z wJ Q LU Q cn ce z Uj c < 2- ooZw .-� W ULU Uj = p 0 D = z O w zLU 6 Z LL_ Z Z O M Uj O Q a U ;2LU � d LU Q LU D z Uj Li- z U w � 0 Q cC ce W a w � Z = Z 0 �Z Ly m 0LLJ 0 = c/) N O = o_ ce w m w U J Z � U_ J O O w Q V h O GENERAL NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILI TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF RESIDENTIAL FLOOR, UNLESS BALCONIES/DECKS STAIRS ATTIC WITHOUT STORAGE ATTIC WITH STORAGE HABITABLE ATTICS SLEEPING ROOMS CONCRETE STRENGTH @ 28 DAYS REINFORCING CONCRETE MASONRY UNITS: ERWISE INDICATED CONCRETE UNLESS OTHERWISE INDICATED WELDED WIRE FABRIC SHALL C ALL REINFORCING BARS ALL STIRRUPS AND TIES POLYPROPYLENE FIBERS FOR S ASTM C90-01, STANDARD WEIG CONCRETE GROUT 3000 PSI C01 DURING CONSTRUCTION 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 10 PSF 20 PSF 30 PSF 30 PSF 3000 PSI ORM TO ASTM A185 ASTM A615-60 60,000 PSI ASTM A615-60 60,000 PSI i ON GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD UNITS, fm= 1500 PSI MORTAR TYPE "S" 1800 PSI NUOUS MASONRY INSPECTION IS REQUIRED STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 WOOD FRAMING: BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C -C C -D, EXTERIOR OR OSB VERSA LAM BEAM: Fb = 2900 PSI (2.OE) WOOD COLUMNS: PARALLAM 2.0E U.N.O. WOOD ROOF DESIGN LOADS: TRUSSES: TOP CHORD LIVE LOAD: TOP CHORD DEAD LOAD: BOTTOM CHORD DEAD LOAD: TOTAL: WIND UPLIFT RESISTANCE: SEE DRAWINGS FOR SPECIAL UPLIFT AS PER SPECIFIED CO LOAD, BUT NOT EXCEEDING F WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: LIVE LOAD: TOTAL: FOUNDATION/SITE PREPARATION: SHINGLE ROOF: TILE ROOF: 20 PSF 20 PSF 10 PSF 20 PSF 10 PSF 10 PSF 40 PSF 50 PSF 10 PSF 10 PSF :ENTRATED LOADS. DESIGN FOR NEW WIND DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD L DEAD LOAD. 20 PSF 40 PSF 60 PSF 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAX MUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL -OR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER, 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH, ENGINEER. TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF CO PLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE -CARE" PRODUCT METHODS MUS BE DETERMINED AT PERMIT STAGE AND PRODUCT OR BORA APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 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. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1% INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1% INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO & ABOVE FINISHED FLOOR. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND. STUCCO ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PLYWOOD PANELS, CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS, OUTDOOR KITCHENS ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. ANCHORAGE METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3, METAL AND '.NIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/ INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LOH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN INCH IN DIAMETER. MIRRORS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. LJ V A !` AInTC!r THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: MECHANICAL, RESIDENTIAL, AND ENERGY CONSERVATION MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR, ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES, THE H,V.A.C, CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. ELECTRICAL NOTES THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WOR ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL. CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS, GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, & GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6' FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC -FAULT INTERRUPTER PER NEC 210.12 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30' A.F.F. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL 125 -VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO EXCEPTIONS. PLUMBING NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND RESIDENTIAL ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE GRADE. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. Cun%AIGD WCAn HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" CCAICDAI AInTCC ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED) z� 0 z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 8.® 61 GOO) R 9,67 ' m i L z Ova G. 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EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 4. PROVIDE 8"X 1 1/2" RECESS AT SLAB PERIMETER (TYP., U.N.O.) 5. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. INDICATES DOOR OPENING IN. W.M. PLACED IN UPPER /3 OF SLAB OR FIBERMESH .EINF. PER PLAN /8 (MIN.) SAWCUT x 1/4 OF LAB THICKNESS SEE OUNDATION PLAN FOR LOCATION SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING 1 SAW CUT DETAIL A1.N SCALE: 3/8" = 1'-0" W V W ' 1 V J O %.O U U U Q W m F---1 QZ J Q Ln O O O w J TO THE - •• OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWIM. •,)MPLIES WRH THE APPLICABLE MINIMUM BUILDING CM ,r EFFECT AS OF DATE OF CERTIFICATION BELOW. October 13, 2017 {' on '. d i S i ` a Pini 96 7 ,r ��o• Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 L1J o � w J rl cO ~ Q 4-J C� 06 U Zw U) N= W = >�C) �. 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TO VERIFY LOCATION °o BALCONY --------------------- ---� 1 ---------------- ----J I 71 M ABOVE o I i L------ --- I --I _ r- ' � -- -- -J 2x4 WALL @ 34 1/2" HIGH ROUGH -- 1 o V 151.21 (,LOLL 61.11E 10L_6L1 1.01 In I I w N - - - -- -- - - - - - - - I - - - 5� I rA FOYER MT i i A7.18 o COVERED I /20'-4" OPEN TO ABOVt_ N I GREAT ROOM 111 Ln LANAI ---- — I ' LANAI I O II C 10 0 I FLAT SOFFIT @ 9'-0° 110 10 -0 CLG. A7.18 I A.F.F. (TYP.) U.N.O.-- - - - - - - -�` 10'-0IL CLG. L ------J M i I I IMT I I I1111 42� HIGH ---UP ' 8% -- —_P 11._4.1 LING48' 11I-6/�6 1-7II 6I-6II OPEN RAI ----- : HB J'_1� Al -All 6'-4" 16'-0" 30'-4" oCD r1 1 L \ I I 11 I 11 I 11 II --- -- - _- ----- 10 0 O 5 -3 LINEAR GAS O° FIREPLACE 1 _9 4 -0 7 T O5 LI, T I -- - ----- 0 CLG. I I MT 00 j - - - -ST0. ' � - STEPS I I - I - O - - - - I I 13 ! 11'-10" = I I ------- 41-211 NLAUNDRY i N M -- ,--L 1 i���x101 R HB I M I I �4BV. NOSING 10'-0"CEG. 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I I ------- FREE I - ----- I I ©� I o � SOAKI�1 UB , I, � L- ----- ---J fV Ln ® ® R&SH LAJ (�A (�) O ' O O I� GAS TANKLESS WATER HEATER I I 16'-111 6_1111 2'-4%" [2'--4Y," 81.711 3,_6„ 31_6L1 20'-3%" 29'-4%11 i 93'-0" FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" II #1 1 LL_. --.j I N Ln WATER SOFTENER LOOP CLASSIC 37'-10%" 38'-4" 21.011 = I I I 4 I I I I i I I I I I I I I I I I I I I I I I I I I I I I --------------- --I 0 N 11 0 Ln O N 21 _ 011 N M In 0 1 M REVERSE OSMOSIS AT WET BAR, ICE MACHINE, SUB -ZERO REFRIGERATOR, AND FOR FUTURE OUTSIDE REFRIGERATOR VERIFY LOCATION WITH P.M./OWNER ►DDITIONAL NOTES, SCHEDULES, & DETAILc ;AN BE FOUND ON THE A3.N SHEET. LU (D w I _Ln ,O^^ ko U U U Q m H I— Ln 0 0 J ,--1 0 Q W z Q LU J TO THE BEST Of -W kNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPI In WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFTS" AS OF DATE OF CERTIFICATION BELOW. Jctober 13, 2017 4 P f� Ovan G. Drummond, AIA AR 96399 Manuel Gonz alez AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W �W 0 J r -i CO o °J Ln U� N c W � IA NDN > 00 CL 0 LU M It E Q O Q L V i = Z LILL a t _j W In +, -0 o o U ir- M ci ¢O c fu co vfu�F° Q -J EO�a N J = Q a _j 0 N U � � a �J O 1.0I- 0 N a O Z 0 00 N 1-1 z � Z 1� 06 o V) pY i -i w w> Ln wC) c7%w 'r' Li LU = V) � > LU LU LU z _Q Q J Z 1U-1 Z � z (n o O 0 a. a LU z J U 0 z w Q N W LL J Q = O L) Y C7 C E O 1 m � 1 o 0 LU U LU V) 00 Z z � � �- p Uce o <LU Ln LL_ O F— cc Uj IOC Wm w � LL_ =Z SERIAL NUMBER 1014.0 O zw 1� O �z z a O � ►� oC z to O g x LLJ oC CL ne oc z °° 0 w J W O CL z w = ca a >~ O o O x z x F- WCe En �0 w O w Q Z �=o peW� U O Q tu � >L Z Z x a w oc 0 wo_J =zQ 0 o 0 J U oC co Q OO 0o n a LU Ce Ce V LLL W Ca NVQ F_M Ce ma> --j 0 J a o LU OOo�C dO uu,�b o`o� o O o-9 02-- = m U a an oo LU W Q D � Uj 3w� Ocnww x m z 0 > z O 3 x W Z 2:WLU 0 (n W 0 Z U LLj m oC Z W Z Z x cW 2 —11 a Uj w = Cn U)0 °caLn `i' ooW w x ago= Ly M C:) w zzLU z� 5 z a � �o om 0 Z Q a0LnLn Ine� LU � w O z LU ii z a WLi- z w O � Gj oe 0 Qw3P ujFF--UF (D F_ z W3Ceao o O x Qj�� J w CO w z_jU O O U- U- < U F- O 12'-0" if 10'-10" 13'-32" 54'-8" 1 -1" 6'-0" BEDROOM 4 9'-0" CLG. O 12'-9/11 - - -- 5V211 - 5/ 11 'Cr , 1 M N ------------------ ----------------- 6 1.41' 2-11211 2'-711 2 _911 11-511 2 dS 1.1 ACCESS COFFER CLG. AT BE�OW — — — — — — — — — — — — -------------------------- '-0 CLG. 1_ I1 FOYER TO MATCH 9--- CO I I 11 11 R & SH 11 CATALINA MODEL M i 411 CUR L, N o Q1 Q rA i i _ _ WET BAR – – o – A N — - Vil g1-01/'1 � 12 - - 9L-3LL - - - - 5�-�I� 4'-11211- - -� - - N A7.18 - - - - - - -� .L BATH 2 _ � - %N NI FOYER 1 I -� 9'-0" CLG. of 1 - - - - —+ - - - - - -`� N ROOF i `. = C ,-11 20'-4" TO 21_0" 1 F o M I R & SH 42 HIGH F BELOW – – – – – – M O A7.18 I COFFERED CLG. I - N 11 OPEN RAILING-------� --------------- 6'-10" 1-212 111_711 31.91 it 3'-10" OPEN TO BELOW F - I 0 l /5211 .............................En ..... ------------------------------------- ----------- B I DN - - I I _ - I I I N L M I I I I I I I I O M - --- - - - - --- - - - - - - - - - M LOFT - - II --- --- I I 91.011 CLG. -En '-------- I BEDROOM 2 1-- - - - ----- O M 0 O 0 M O 0 9'-0" CLG. 1 11.0/11 2 5Y2 11 _ 2 00 O BONUS ROOM 9'-0" CLG. 14'-9" -- I - _ - - -- - - - - - - --- - - - - - - - - 'N HAND RAIL 36" ABV, NOSING 42" HIGH OAK OPEN RAILING `"' STAIRS 42" HIGH LOW WALL 11 - OD -- - - - - - - - - -- - - - - - ----- - SECON FLOOR PLAN SCALE: 1/4" = 1'-0" 1 N N 0 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE AMICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. October 13, 2017 - __1�p - - - - - - - - - - - - - - - - - - - I I ' gM1j AR 9673 - - 71 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez AIA AR 96730 Javier Hernandez, AIA AR 98560 42" HIGH o OPEN RAIL Sang-Yub Lee, PE 72328 12 106 I ' _ 11 '- 2 _ 3 O BALCONY Q) T-1 00 MT BEDROOM 3 F- En ,I.C. 91.01, CL 1 J 3'-0' Lj ,ATH 9'-0" CLG. >00o a Q MO NI LU 9'-0" CLG. 9 -0 CLG. " LLL -C U LLR & SH v�o6 5' �" 16 L = 00 m � 't a I - SLOPE _ N U N r� J Q I'D O 0 '� N N a o 1/8" PER FT. 18 15'-0"i Z O o N I I-'�/° o Y 12 31.4/il ~' oC I 48" HIGH 1 LOW WALL ON1 CD Ll W 5'-3%" MCH '-' `� 1 x I 22"x34" ATTIC BEDROOM 4 9'-0" CLG. O 12'-9/11 - - -- 5V211 - 5/ 11 'Cr , 1 M N ------------------ ----------------- 6 1.41' 2-11211 2'-711 2 _911 11-511 2 dS 1.1 ACCESS COFFER CLG. AT BE�OW — — — — — — — — — — — — -------------------------- '-0 CLG. 1_ I1 FOYER TO MATCH 9--- CO I I 11 11 R & SH 11 CATALINA MODEL M i 411 CUR L, N o Q1 Q rA i i _ _ WET BAR – – o – A N — - Vil g1-01/'1 � 12 - - 9L-3LL - - - - 5�-�I� 4'-11211- - -� - - N A7.18 - - - - - - -� .L BATH 2 _ � - %N NI FOYER 1 I -� 9'-0" CLG. of 1 - - - - —+ - - - - - -`� N ROOF i `. = C ,-11 20'-4" TO 21_0" 1 F o M I R & SH 42 HIGH F BELOW – – – – – – M O A7.18 I COFFERED CLG. I - N 11 OPEN RAILING-------� --------------- 6'-10" 1-212 111_711 31.91 it 3'-10" OPEN TO BELOW F - I 0 l /5211 .............................En ..... ------------------------------------- ----------- B I DN - - I I _ - I I I N L M I I I I I I I I O M - --- - - - - --- - - - - - - - - - M LOFT - - II --- --- I I 91.011 CLG. -En '-------- I BEDROOM 2 1-- - - - ----- O M 0 O 0 M O 0 9'-0" CLG. 1 11.0/11 2 5Y2 11 _ 2 00 O BONUS ROOM 9'-0" CLG. 14'-9" -- I - _ - - -- - - - - - - --- - - - - - - - - 'N HAND RAIL 36" ABV, NOSING 42" HIGH OAK OPEN RAILING `"' STAIRS 42" HIGH LOW WALL 11 - OD -- - - - - - - - - -- - - - - - ----- - SECON FLOOR PLAN SCALE: 1/4" = 1'-0" 1 N N 0 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE AMICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. October 13, 2017 - __1�p - - - - - - - - - - - - - - - - - - - I I ' ROOF BELOW O _ E I I I I I I I I I I I I ----------------------------------------------------------------------------- -- ----------------- CLASSIC LU (D QC W 1 U U U ILLIQ m H H Qz J Q LI) 0 0 J Ln ,--1 0 Q W 0 LUQ Z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE AMICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. October 13, 2017 E 1 S gM1j AR 9673 71 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LL! O LU J Q) T-1 00 F- U zW V) N= Lj �N J >00o a Q MO LU LL V L i — 0 =za LLL -C U CL v�o6 LL W In 0 OJ L = 00 m JO 't a dQ J U N r� J Q I'D O 0 N N a o n Z O o N C o Y V) W' ~' oC w � ON1 CD Ll W �> '-' w oc W W Z _Q LU Q _jZ P-4 o O E -U -i C!) o Q a w z J z LU U O LL_ N W J a = o Y U C o 1 m 1 Ica , p U LU U V) 00 z CL DC z 00 E Q M U J u7 LU 0 0 oC LU LLI L1J w uxi t!) U) z SERIAL NUMBER 1014.0 Q L 0 U Q% .Q 0 O Z OH pz Z Q0(„ zc�i�w 0 g x Ly oC Q- � CmC Z J 0 W J w O LU � p w Q > ~O p O = z x F- LU 0 J W Z 0 w 0 LU 4 US Z UJ = O Uj U (n Q 0 a � Z Z x Q W F- LU w O= J Z Q O Cie O w 0 J U icem Q LLJ O O 0 En DC Z W Q Ce U u w Z Ca F-. Z p � EnLU }. x LL. W m Q > J O J J J OQ LU (n En 0 0 GC N QO O °C a0z =mo ZV)0Z Q LU En m C WZLU Q D p �U w U) 0 (n QJ w w Z U�=— ce Q � j�e Ca U) m Z C:) > O x oWz� 2: W w O Z U UJ t7 0c 0 cc) ce0-Z 0 Q > 0 p LUJ Z (n �-+ J Q W Q (n Ce W= Z cc:<LDu' O p w f LU U claLU p � p x Ln Z O w U) zz� 00(n z ix. N o �b0 LLJ O Z cG a w Q H -F LU w Z p w wz Q U) V ua w Q W CL0 cC p LLJ aww cf F-UF- Z x � Z W W m 0 Z W H i 0 w m w 1-FzJU J Z J LL. J O O W Q U i- O C`: 0 El Uj (D Of H�/ W ' 1 V W U U U Q LU ao U H Z a 0 C) F- 0 J tZ J TO I'+L WW OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING XVIE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. October 13, 2017 ' t .. Si. F 1�G !9 � y„H I R 96730'V Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 ct 00 w J M 00 Q Q un � (� Z w V) N O \/ Lij CCCN >�o 0. Q m O 0 LL V � LL A_ I M Z t1 t U CL Q0 W V1 O O L C00m LL QO N fu� O Q Q U N J J Q 110 0 p rn N a 0,� n LL. 0 06 N ZO a1 Z OO O � W w ' > 4M F- LU N > W DC W Q W � Z H LU J < Z U Z � z (n 0 ICLQ CL w z J U 00 ;1p w Q N W LL. J N = 0 Un Y C7 C f 00o 1 m 1 , 0 p LU U J d6 W J D F- 0 z 0 o M EZ c ULn d < W O 0 � LU LU m w (xis LJi (xis z SERIAL NUMBER 1014.0 a L U M a� �L 0 a C13 F_ O zo Oz z aoN zcNnW O _ LU I- M w OZ m W J LL. O � �o Z LU :1= > ~ O 0 O = Z=� W O O a O W N Q w Q z aLU =o UUj cn M LnZ w 3-.22 = Qw f cc 0 W O J = Z Q O O 0 0 M J U c[ m W LLJ OU O 0 O nj a�w U 1-4 w Z m Z Z �chQ LLJ LU ma> J 0 J U_ W N ONO L d O Lib a� Oce ce a O z =�o ZCA0Z a W cn mmw� J W a 3:N N w 0 U) LU LU Z Wgce Nm z0>Ln� O wz N g w cn w O Z U LU cC 1010 aoceMZ 0 a LLJ ul > O z � � � z N H a LLJ V) W a N Ce Z Vi cC Q j 0 0 ? w inQQ �- cr- O a 0 W Ly z O w Z Z Z U_ OOcn 22Z a cn O 0 Uj _O Q a O "' oc Hawes r w 0 Z U3 w z a z U w � O a °CNW0 W w i ujF=-UF- z w U 0O=(n cn�~O� LU m w z_j�J. JooU- U- < U F— 0 O O r-1 ROOFING PER CONTRACT (TYP) FLASHING HEEL T.0.PLATE '-4 •�- � i-- r i FRONT E LE SCALE: 1/4" = 1'-0" 7 .2. VATION AEEL T.O.P1 `� �� ��.u��..u■■■■_I■■■�u■■�■J■�■■L•I�■■■L•a■■■■J■■■�1:1■■�■J■�■■L'i�■■■L'■■■■�■■■�L9■■■ t FIN. FL. _ CID e 5 4.0 ROOFING PER— CONTRACT (TYP) FLASHING � u ROOF HEIGHT 2 .2.1 HEEL T.O.PLATE 1 _ 41I MILD9 Ininim C Ll -TRIM TYP. 2ND FIN. FL.I HEEL ill II ill■ � �1�1\ � • / '5.2.1 j ■■■� ,,, A " M - ice•-----�i i�__:� � •-----� _ •:��.FIN. FL.I CLaASSIC RIG T ELE SCALE: ./4" = 1'-0" IN VATIO N �� 8 5.2. 5 .2.1 MLOO L 0 M l 2 5.2.18 Uj 1�--/i LL Uj Ln ZD ko U U U Q m -- -- -- -- -- — HEEL = U -- -- -- -- - -- T.O.PLATE ~ �'-4L7 T_4LL z TYP TYP 6" CORNER Q TRIM TYP.OP - — F, F 2ND FIN. FL. HEEL T. PLA ELEVATION NOTES i ,sober 13, 2017 PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM 1' FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED n' OTHERWISE 2' FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION "CORAL -LIGHT" OR EQUAL PRE -FINISHED AR 9678 3' FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. U.N.O. PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND G. Drummond, AIA INSTALLED AS PER MANUFACTURER SPECS. AR 96399 TRIM WORK FINISHES SHALL WRAP ALL OPENINGS 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE Javier OPENING COMMUNITY METAL WORK IN INTERIOR AND EXTERIOR RAILINGS DEVELOP;;' 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON APPROVF 72328 IALUMINUM w THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE O rn ARCHITECT/DESIGNER w0 M T-4 00 THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING D WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. THE ARCHITECT/DESIGNER IN WHICH ALL 73 It � ARCHITECTURAL APPLICATIONS WILL BE COORDINATED °C ,0 O a AND APPROVED PRIOR TO INSTALLATION g' ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. p rn o 2 5.2.18 Uj 1�--/i LL Uj Ln ZD ko U U U Q m -- -- -- -- -- — HEEL = U -- -- -- -- - -- T.O.PLATE ~ �'-4L7 T_4LL z TYP TYP 6" CORNER Q TRIM TYP.OP - — F, F CLASSIC 1_411 TY _ M�� T O C) FIN. FL. O --- Q w Z Q METAL ROOFING L 2ND FIN. FL. HEEL T. PLA i ,sober 13, 2017 n' CLASSIC 1_411 TY _ M�� T O C) FIN. FL. O --- Q w Z Q METAL ROOFING L TO THE BEST OF MY kNOWLEDGE, THE DESIGN DEPICTED ON THIS DBAWIIM COMPLIrl WITH THE APPLICABLE MINIMUM BUILDING ODDE IN EFFECI ai OF DATE OF CERTIFICATION BELOW. i ,sober 13, 2017 n' AR 9678 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w O rn w0 M T-4 00 D u? Zi 06 U _j 73 It � w °C ,0 O a p rn o V ¢ � -1 i U0- = z v1 -0 o o C m w 0 L 00 a) Ln Q¢ J _ C O ';I- ¢ J N = ¢ a O N U � J J J ¢ �p O O N a O n ,4 1 O ZN Z `'-'0-4 ZO O O cn I ►-. Y w W > rn Or- t -u � o Ln W U tu- > LU LUUjQ Wa � z H M Q z z � O z o cn cn 3 6 a w Z J U 0 z w Q N W LL g J a Z 0 Ln Y C7 O C) ' 1 m , Z Y U LU 0 U U) O Q W J 00 W 0 z C) ■ L' a C, ULs ¢C ( C' _ DC �LU m x � cn u_ cn z SERIAL NUMBER 1014.0 i Z LL 0 Z z a U) Ln zLnw O g = Ly Ce LLJ a m OZ J W J LL. 0 FO LU ce z W Q >~Lij O D O = LLJ Z = F- W�zo O > 0 w O W Q Z Q=ov #7 LU U (n LU LU 0 = z0 = Q W 0 W O J = Z Q O o O a J U pe m LU ice aUo 10 0 Z W Q cC UL' --w Co zzo CeU)Q =a� o>-ine m¢> J 0 J o QLU LL. in OOo�c J O WFes-+ U Q- 0 ee 0 =mo z=0Z W >- LLJ J ca 7:g W Q on �c=nW( O (n _j W LU Z U Q g U) m oc z p > O Z U LU Z -w N W w O Z U c a p co GC Z 0 Q >O F- Q U LLJ0 LnJ Q wQLn z C1. O U) O ae O wp Z w w UUj p U =O = I --I Ln W I— Z O w E ZZZLLLj UL gOOtn z a cn p 0 z I� o� N� 0c3e a w > LU w D Z LU < LU z U w O a w ¢ LU UH LU LU LU oZ=U) Lo= o w Co W U z U ooU- _3 Q U F- 0 I dMi VOL= REAR ELEVATION SCALE: 1/4" = 1'-0" CLASSIC ' 2 5.2.18 HEEL --- -- -- - -- -- T.O.PLATE 0 0 '-4 6" CORNER TRIM, TYP. 00 n 1 i 2ND FIN. FL. HEEL Ilk T.O.PLATE '-4 FYK WIN o L -7' —00-- I —ROOFING PER CONTRACT (TYP.) HEEL T.O.PLATE HING 2ND FIN. FL. -HEEL T.O.PLATE i-4" TYP FIN. FL. �­ as 0 ROOF ING PER CON] ]ACT (TYP) FIN. FL. \ -- - --4=Li IMMEMEME MENEM OMEN no MENOMINEE 3 6 5.2.1 5.2.18 LEFT ELEVATION SCALE: 1/4" = 1'-0" CLASSIC I ROOF SLOPE PLAN SLOPE: 6:12 U.N.O. SCALE: 1/8" = 1'-0" October 13, 2017 CLASSIC ADDITIONAL ELEVATION NOTES: - 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL 2 - ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 3,498 DIVIDE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING 11.66 AREA REQUIRED NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. 11 p1,1 , ■.Hca■��L'•��■��■■�i�Nt,■■La���L���■���■��•.�■■`,■■�La■�■ � • MOM LU V oC W V O ko U U U Q W U z Q ROVIDE RIDGE VENTS, TOLL BROTHERS P.M '0 VERIFY LOCATIONS o o Ln TI FIN. FL. O LU U) 0 z Q 1METAL ROOFING I� 1 1--j TO THE BES r MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING ,'..PLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN =>FECT AS OF DATE OF CERTIFICATION BELOW. October 13, 2017 b S �4 y5 Y AR 967.E kp m a, Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w 0 0) D LU J O 0') r1 00 C) F- Q a_+ Ln U Uj a� W > ,--I ^ a O L p E Q LL U L to =Z LLL a -C W L/1 -0 0 m L C O CO C Ln Q ' 06 EOE¢ Q J J N = Q 0L O N U J __j Q �D O �0 �- O N a O'-1 Z 006 N I --I o Z z G (n � 0I^ W > 2, N cwc W w C) Ln W � > LUCie W LU z LU z b Q z U bz 1—� O z O p0- w Q > Q J Ce z W U oz Q N W WJ g a N = z O � Lr Y 0 0 E o I I as , m W 0 LU U Z W O Cn ILL O z a OD 0 TMMMMMIZ > z oW J M Ln k:w 6-4 Uo U Q O L ae L m W QW W x �ar-1 �z SERIAL NUMBER 1014.0 Q L U 2-11 aw L a m H Z O ` � Z z Q Z � w O �! _ LU Ce U) w O 0o DC Z J O w J U_ O W l � � Z LU � w Q > F- O 5 LU LU 0 Orn LU = I � w Z C) a. :4 w O w Q Z =o wCe LU� 0 U LU o Q Cecl- O d En � Z z LU H ll � 0 w O J = Z Q O o 0 OLU U m Ln Q LU O O z O w a2: 0� UL`_w Z m ~ Z Z Ln Q LU 5= a O 2- w m Q > J O J �Q 0wLn 0 0 J O W (A b o0 aoz = CC, o Uj zV)0Z Q LU m m w W Q 0 �cnwvwi Ocn -jw agU) Ca cC z p > 0 Z U �w(n = Uw O Z U mi�Z Oa>o ED _0 Z (n of J Q CWC wLU = Z Ce Q (D (7; O p w I-Uj U � 0 L- ,U)wH- z O wLU ZZ LLJ � OZ O(n Z a (n O M Uj O0G H a w Q g w 0 Z LU Z1-4 LU LL - U O Q w LU ti cf;=UF— "Z _ U) Ce CO Uj Uj 0 z0 = Uj 0 w m w J V J Z 11 a0oa ROOFING PER CONTRACT, ON (2) 7/16" SHEATHING 2X6 W/ 2" ROUND VENT @ 24" O.C. 3/8" CEMENTITIOUS SOFFIT METAL DRIP 1X4 FASCIA 2X6 RAFTER TAIL @ 24" O.C. SIDING PER ELEVATION 1 SAVE DETAIL SCALE 1/2"=1'-0" 5.2.18 In N 1"34" SIDE VIEW 2X RAFTER TAILS @ 24" O.C. 4 TRIM @ CORNERS (TYP.) CP N 5%" FRONT VIEW 5 BRACKET DETAIL SCALE 3/4"=1'-0 5.2.18 -4 41-511 �11 5'-0" PLAN VIEW LL 9.1 5.2.1 �1 2X4 SUBFASCIA 2X4 OUTLOOKER 2X4 LEDGER METAL DRIP 1"x6" FASCIA TRUSS LAYOUT BY ENGINEER 1X6 TRIM BOARD SIDING PER 11- ELEVATIONle 0. WALL PER PLAN 2 ABLE E .2,18 SCALE 1"=1 FLASHING 1X2CAP FIN. FLR_ 1 X 6 TRIM 1 X BLOCKING CAULK AS NEEDED 3 TRANSITI N DETAIL 5.2.18 SCALE 1"=1'-0" 00 12 INSULATION AS SHEATHING REQUIRED \ \ Ln WATER -RESISTIVE Ln BARRIER STUD 1' 0" [2", JOINT FLASHING AS REQUIRED NAIL PER MANUFACTURER SIDE VIEW FRONT VIEW SPECIFICATIONS L LAP SIDING 4Y4' ��' ..,•,.•`' � 'CONCRETE FOUNDATION -i 4• y,• N • • �SIDING Mal 4.. STARTER ' \�� STRIP I SIDE VIEW FRONT VIEW 6 LAP SIDING DE IL SCALE NTS"=1'-0" 5.2.18 M q M 4" 10" 4" SIDE VIEW FRONT VIEW (T ,a BRACKET TRELLIS DETAIL �2.1SCALE 1"=1'-0" �— 4"x4" POST O (::j:�8/C ENCL RE DETAIL �21SCALE 1"=V-0" 9.1 A5.2.18 4" TRIM I POST 4" TRIM—\ N .� -I N (BD 0 M EO -R ELEVATION FIN. FLR. 7 ;ING )ING 4 WIND W DETAIL 5,2,18 SCALE 1"=1'-0" LU Ce > z O w w LU LU (n s L MN DETAIL �5.2.18 SCALE 1 "=1'-0" SHINGLE 4" TRIM SIDING October 13, 2017 2"x4" 1/2" SHEATHING c4" WOOD 0 ST o - 4"x4" POST CAP ABOVE. :XT. 4" TRIM (BD 0 M EO -R ELEVATION FIN. FLR. 7 ;ING )ING 4 WIND W DETAIL 5,2,18 SCALE 1"=1'-0" LU Ce > z O w w LU LU (n s L MN DETAIL �5.2.18 SCALE 1 "=1'-0" ('91""'A/C ENCLOSURL DETAIL 5.2,18 SCALE 1 "=1'-0" X6 HEAD X4 :ASING _6 SILL COMMUNITY DEVELOPMENT APPROVED CK CAP CK 1EER �9.2/CENCLOSURE DETAIL �5.2.18 SCALE 1"=1'-0" (W V �1 LU 1 U U U/ Ujm 1-1 z J Q H LU D Z Q 2 W J SHINGLE 4" TRIM SIDING October 13, 2017 2"x4" 1/2" SHEATHING c4" WOOD ST 1 .4 4"x4" POST CAP ABOVE. :XT. 2"x4" � lH � ('91""'A/C ENCLOSURL DETAIL 5.2,18 SCALE 1 "=1'-0" X6 HEAD X4 :ASING _6 SILL COMMUNITY DEVELOPMENT APPROVED CK CAP CK 1EER �9.2/CENCLOSURE DETAIL �5.2.18 SCALE 1"=1'-0" (W V �1 LU 1 U U U/ Ujm 1-1 z J Q H LU D Z Q 2 W J ,, THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS .wAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. October 13, 2017 1 .4 4 c ARW73 t r Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W 01-0 00 LU J O� rl 00 Q CO U j "� W oc Cn > � 0 0- 00 J r14 It E QO QUj V = Z LL t U �¢ w Ln v-0 C) m ry no 0 ,M`,' E O J _ J N a ¢ U N J J _j I'D Q O O n N n Z O LL o0 N 0 Z Z o (n Y W LU ' I '.-, W N 43N GC h- cj� C) 00 LU w T, � A V �LU > LU Q Z ace M Q Z o w 2 z cn 0 CLQ 0 o a a W Z J U oZ "' � Q N LU U_ g J Q N n z � o Y f o 1 m , Z Y LU 0 U U) J F- LU 0 Z T.� 0 � N_ O E J LL' Ln U U 0 w 0 Ce U W w ru m w z (=n W U) SERIAL NUMBER 1014.0 a 11 0 a L O U A• ; W Q CL O zLL . O 02.. z Qom z Ln ;; O j! _ waCF_ a � C13 GC Z J LU J a- W=a > Co p LU O x z x F- LU p � O J W Z O �0�---�� W O V) p Z F- LU ad LU U LU O Q L�0 } Z LLJ Z = Q w F- Ce p Eu- ® J =ZQ 0 o 0 J ULiu U) m Ce O cG O 0 0 Gi Qxcw[ U LLL_ III w Co � Q =w O w ED Q > J 0 J Q O Ln w O O cue) J O III LLj v) b Op cc X00 LU Ca Ln Z � � Z Q w �'_' CD Ln W J X w <_j p �(nw V) O Ln _j w LUZ�� agLnm cc z0 > 0 owZ"x' II w wO Z Z U Ce0 Ln Ce M Z LU > U w J Z Lu LU = Lt Enz cwcQL� C) 0 ? w w V p Q 0 = Ln LU E O w zzLU z� O Z O V) z 0 zU�a Q O cn ne LZQ �> LU WoZ L LL Z Zero 9OV-)�w CeLy = V f— U F Z x 2r- Z �V+r-'U.)wm W � � pZ=En N � F- 0 0 w Co LL U .J Z J � _300U - Q U F- O RADIANT BARRIER COFFERED CLG. AT FOYER TO MATCH CATALINA MODEL PRE-ENGENERED TRUSSES DESIGNED BY TRUSS MANUFACTURER LOFT I I BATH 2 PRE-ENGENERED FLOOR TRUSSES DESIGNED BY TRUSS MANUFACTURER 41_5 411 � .J F111 11 1�z 1 N 8" DEEPOP N COVERED �, NICHE ENTRY GREAT ROOM FOYER N GAS FIREPLACE t1l N A BUILD NG SECTION tLi�")S CALE: 1/4" 1'-0" CLASSIC SEE SHEET A3.N FOR SEE SHEET A3.N FOR INSULATION SCHEDULE RADIANT BARRIER INSULATION SCHEDULE PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER *18 RISERS @ 7 5/8 16 TREADS = 10" W/ 1" NOSING 1 LANDING *ACTUAL STAIR RISERS TO BE VERIFIED =7F7Ti BY CONTRACTOR IN THE FIELD WET El 0 BATH 3 BAR LOFT LOFT 42" HIGH W.I.C. LOW WALL SECOND FLOOR 11'-4 3/4" PRE-ENGENERED FLOOR TRUSSES DESIGNED BY TRUSS MANUFACTURER _ GOURMET KITCHEN � M 1/2" PLYWD. o LANDING IL CABINETRY & F__1L1 1 11 IF] 11 u APPLIANCES ARE o 1 NOSING TYP. %0FOR REFERENCE MASTER 011 2x12 P.T. - Ln ONLY BATH HEADER =N WD. NAILER o [� 2x12 WD. CARRIAGE "' ELI(3 REQ'D.) FIRST FLOOR 0'-0" FIN. FLR. r B BUILDING SECTION A7.18 SCALE: 1/4" = 1'-0" CLASSIC 2x WD. TREADS (NOMINAL) TYPICAL STAIR SECTION CALE: 1/4" = 1'-0" CLASSIC C AC STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE STAIR RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. INTERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. THE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS SHALL BE 40 PSF MINIMUN. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6-1/4" WITH A MAXIMUN CROSS SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A MINIMUN RADIUS OR 0.01 INCH. rW V LL W 1 ko U U U Q W CD H Z Q Lr) O 0 J Lr) T-1 0 Q w D LU J TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WI111 THE APPLICABLE MINIMUM BUILDING CDDE IN EFFECT AS OF DATE OF CEFMFICATION BELOW. October 13, 2017 = y4' Y all 0 K, #9 b 8 } 3 7 k , R 9673 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O M W J r O M -i OD o Q LTi � 00 U Z W Q N N = L1J >_ o a OW J L(N o 0 M LL U T Q LIJ I'L L L qj _L U = Z aQ N 4, (1)70oo m D' W Q° L 0 °' �Lr) Q J E O� Q = Q 0 N U J Q �p O �D O p N a N o ' Z �O N 0 �--1 CQ O 0 Y W w > w rn O CD LULn LU LU CIC LU LU Q Z Z bQ Z tU-L b z L�1 w G Z Ln �-' Q j C3 Ce w Z U oZ LL' Q N W LL0 g J N Ln o ' m CIS � o Uj p U v=i 00 z o ,--1 Z � o w � a U2 LU Z LU p L-•L p LU LY] LLJ LU c=n m c=n z SERIAL NUMBER 1014.0 ( Z OH Qz z QOM w E _ Ly Ce LU d ozm w w J O a go z OJ w Q w � m aj 0 rn 00= LU 03:0 0 > O WOE (n Q Z Q = O U Uj LLJ o Q 0 Ujz F - Q w O J =ZQ 0 ego 0 J UCeLU m Ce U Q i3e0 0 in z 0 Lnw QceGC U � w Co ZZZ CeU)Q =a w ma> J O J J F - 0 J OQ w N in O O d J 0 H b OQ a Ce Oz =mo z=�z awe`" mmw� wQC]Q Uj Cn0 En W LU a�cnm GC z 0 > O o'ZZ"' Ln Uj LU o Uj Z V Ce0 Oo Ce M Z Q a > O wZ (n a Uj a p = Z GWC(n� j O p Z w Q � Q w w Z O w zzzU- O O to z z0 Q Z w O Q a O � � 6-W a LU w Q z LU w z a LU U- ¢z¢��0 °C Ln cr-1 w Qw�� ujF=-VI- cf� Ly U) m Q Z = � O Q �LU W Co w '- , Z J —, Z - u - W O O u - Q U H- O DINING GREAT ROOM ►9R i� OURMET ;ITC H E N - - - - - - - - - - - - Owl PANTRY 11 TWO FO MASTER BATH -- - - - - - - -- L - - - - - - - - - - - - - -- FIRST FLOOR D SCALE:1/4" 1'-0" LAU IFFUSER LAW TO THE BEST OF MV KNOWLEDGE, THE DESIGN DEPICTED ON THIS OAAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CEKnFICATION BELOW. October 13, 2017 .." r) 1 �4 1 t A & R 9673 L '/EA" k"5, Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W � W 00 Qp F Q °; un (� Z LU ¢ N Ln N V W c >�o o. Q � 11 O Q LU V u- i T ..L = Z .t Q U W /1 70 LC�m Q -i C V I H°a°'o EOQ �O a = Q a 0 N U r� J I'DJ O 0 N �- F- 0 LL.o a LL.Z 00 N O H 06 0 O P -I W > I U)N I LLI 0C W (71 O F- w jn� 00 w Ln > LU W_QLU/ W J t5 Q Z W Z cn Q H 0 02 Q Q 0 0 W j Z J .0 a oZ "' �Q N W W J = N Y 0 �n C7 O E O m I o w LU LU Q U 00 0 z O }- a~. U � LLJ U) (n w Q L.L. LL-� C13 LU V 2: U)ZD Z SERIAL NUMBER 1014.0 0 a L O U �v a °L 0 a. - Z LL P--4 0 02' z Q1.4 oU) O(n w w aoC � OZm W J LL O a3.o W=Caa 0 W Z = F- 03-.0 Who J W 2-- 0 0 W 0 w � Q wLUa Z Q � O U 0 a O z Z LU 0 W O J =Z 0 Q o Uj 0 J U m O (/) Q U O Z O w U i w Ca Z � Ce a LULJJa o>W ca > J O 0 J Q LU LL -En O OCC J 0 Wit A-4 b CL ec a0z LU mo U) Z=�Z QwU),� m ca W J X W Q 0 0 3�wLU U) 0 u) J w Q Cl-Cem CC LD 0 > O w Z 2:W (n _ W O Z U CC InIn mCeil. 0 Q w O 0 LU U) J Q LU W Q LU N N Z Ce Q j 0 ? w f LU U p U) U.J z O w ZZ 2-p LLJ P- U- 00cn Z C_ O Z LU O Z CG Ce a w Q .� Z w 0 z wiiZQ w w zwf:0 QW�LL. vip w �LU Ca 0 Z = ci U)6o= D w on w U JJi Z Q O O 0 ,ROOM 3 2 I 0 �u ED BATH 3 W.I. . A.H.U. #2 X W.I.C. LOFT i� ►_. 11� gil BEDROOM 4 I OPEN TO FOYER BELOW -------- ---------II--- —-------- — --------..-Z- SECOND FLOOR DIFFUSER LAYOUT SCALE: 1/4" = 1'-0" CLASSIC ROOF BELOW I I I I I I I I I I -------------� ----------------------------------------- F ----------------------- ROO F BELOW r I I I I I I I I I I I I I -------------------------------------------------- j (W V aco H W I Ln 'k-0 //) V./ U U U Q W CO H f '— z Q L0 O 4* F -- O DIFFUSER LEGEND ® SUPPLY ® RETURN Lu ® EXHAUST FAN W FOR REFERENCE ONLY J TO THc aoT OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWCOMPLIES WIFH THE APPLICABLE MINIMUM BUILDING gxic IN EFFECT AS OF DATE OF CERTIFICATION BELOW. October 13, 2017 ' � a x � b v 9673 p f t Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W 0 M W J ri 00 O 0 Ln U Q N (/ N W J cc 1 N� •-+ a >_ o o0 V) O w -j L N Cr O M LL U < Uj� _jkD i ru — U = Z aQ V1 C. c Q,-0oo m W o L C 00 Q Lf) Q EO'tQ Q J _ J N = Q C_ O N U � J J Q � O I'DNT O N a 0 n Z 0 co N L --L 0 Z Z o F-+ cn Y w w > M oe H w o co LU LU ,-4 4t: > LU Ce LULU Q W Z Q < Z H FJ- U Z ^ 0 0 0 C: a. iceQ o_ w z J U oZ "' Q N W LL- J a z Ln Y C0 .7 C o m m � o LU 0 U Q0 J 00-0 LU � 00 0 0o N C_ Ce U Ly 0 O CC LU U m LU w2: z SERIAL NUMBER 1014.0 v 0 v 0 U to a �L CL 0 L a z0 �z z Q O to Z Ln_ w O LU =5 M CC z m O w J LL. 0 ado Z WLLJ 2 CoQ 0 z= F- in ho LU CC En 0>0 wLy � Q ED ¢ z F- = O LU ice Uj U O Q °Cccz ��o z = Q w F- LU O0 J =ZQ 0 ce90 0 O J U Cm - z ago 0Ocn <LLI xC U P-4 w m Z Z dLn Q ia� w m ¢ > JJ 0 �Uj(n 00cue) J O cab aoz =mo Ln LU M Ln z Ln Z Q w m o0 w LU ¢ 0 LU V w O (n _ wzUF- ag�m z p > O Z U � OgW'n U.1 w O (� Z U Uj CC C13 Ce Mp LU > o zz=� z Ja Uj w = Z, (Az En �Q�z O z w 1LU —U�O QUj _ Z O w Z 'M z � 00tH z OMQ OCC N a w Q > LU M O z LU w z Q (D w LL. U z w r o Qw�� u; PE z=?Z W3: ge)cm oZ=F- O LU m w U <Uoo ELECTRICAL LEGEND d) SINGLE RECEPTACLE DUPLEX RECEPTACLE ® 240V RECEPTACLE SWITCHED RECEPTACLE DUPLEX RECEPTACLE (220 VOLT) j SINGLE FLOOR RECEPTACLE �j DUPLEX FLOOR RECEPTACLE SWITCHED FLOOR RECEPTACLE QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER W P WEATHERPROOF GROUND E -P- ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE SINGLE FLOOD - WALL MOUNTED DOUBLE FLOOD - WALL MOUNTED �j SINGLE FLOOD - SOFFIT MOUNTED DOUBLE FLOOD - SOFFIT MOUNTED HANGING / PENDANT - CEILING HUNG INCANDESCENT FIXTURE - CEILING MOUNTED INCANDESCENT FIXTURE - WALL MOUNTED ® RECESSED HIGH HAT 2 FT UNDER CABINET FLUOR. FIXTURE l ­2L ---l 3 FT UNDER CABINET FLUOR. FIXTURE 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT p 12X24 FLUOR. FIXTURE G1 12X36 FLUOR. FIXTURE 12X48 FLUOR. FIXTURE 24X48 FLUOR. FIXTURE EXHAUST FAN EXHAUST FAN W/ LIGHT M ELECTRIC CO. METER G.M. GAS CO. METER ®SD�CO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR sD SMOKE DETECTOR SINGLE POLE SWITCH $9 3 WAY SWITCH $, 4 WAY SWITCH DIMMER SWITCH 4 PUSHBUTTON DISCONNECT SWITCH JUNCTION BOX © TV JACK PHONE JACK - PRE IRE ONLY THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT G�idll ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL ® CHIMES STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) TNT. INTERCOM FOR REFERENCE ONLY - WP POOL PREP PACKAGE FOR HOOD VENT GFI WP GFI UNDER CABINET LIGHTING ----------- FI GFI GFI G PANTRY -------- -_ o �- J -- � , , p'�p � CHIM S �----_� ---I WP GFI \, GAS COOKTOP \ /\---"�URMET KITCHEN COVERED _ G ' °/w i G'FI I' / STUDY LANAI ------------ J-► REF. / / , I /- _--- _--- -----_ _---_ J GFI / -- LU LU LL - - - .\ \'\ m UNDE \ \' \ o FOR DISP. LL LU \ > ~ UNDER COUNTER - - i FOR DW. TO 2ND \ / �/ I \ -- --- ------i- j-/ j-� I FLR. 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DOOR'---- ------ ----- - -----�--1 \ ------------� G.D.O. � G.D.O. i WP GFI --- �' PULL DOWN ATTIC GFI- ACCESS W/ LIGHT AND SWITCH THREE CAR Fi _WP GFI GARAGE WP GFI SURFACE MOUNTED ELECTRICAL PANEL W/ SURGE 3/4" EMPTY CONDUIT TO SUPPRESSIOTEM________� 2 GANG "J" BOX W/ : ' J BLANK PLATE IN GARAGE WP GFI WATER E.M. SOFTENER LOOP LOOP CLASSIC W �5 ce W I C%) O �.D U U U UjQ m H Z: Q Lr) rl 0 Q tZ w J !V THE BEST OF W KNOWLEDGE, THE DESIGN DEPICTED ON THIS ,YAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. October 13, 2017 o 'a R 9,373 , Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj C) M LU O M J r -I 00 C) F- -OC)U ^ v c) It CL Lj �Ln 700 Ow iNd' O �ro U ¢kD L�_ Z a � = Q, -0oU o U LU i cpm LL QO N QEocoQ I Q O N J o- < U n �p O J Q ;10 It 0 N a r` 1-4 Ow O 06 Z LL. 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SWITCH ---------------------------------------- --------------------- - ---- I I � I � ------------------------------------------- -------------------------- SECOND FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = 1'-0" CLASSIC ROOF BELOW I i I I I I I I I , I 1 I ------ --- - ------------------- -------------- ELECTRICAL LEGEND ,--1 Ln O O H 0 J r� Ln ,--1 :t* w SINGLE RECEPTACLE DUPLEX RECEPTACLE 240V RECEPTACLE October 13, 2017 SWITCHED RECEPTACLE DUPLEX RECEPTACLE (220 VOLT) �j SINGLE FLOOR RECEPTACLE 0 DUPLEX FLOOR RECEPTACLE V SWITCHED FLOOR RECEPTACLE QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER W P WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE SINGLE FLOOD WALL MOUNTED DOUBLE FLOOD - WALL MOUNTED SINGLE FLOOD - SOFFIT MOUNTED DOUBLE FLOOD - SOFFIT MOUNTED HANGING / PENDANT CEILING HUNG Ovan INCANDESCENT FIXTURE - CEILING MOUNTED INCANDESCENT FIXTURE - WALL MOUNTED ® RECESSED HIGH HAT Manuel Gonzalez, AIA 2 FT UNDER CABINET FLUOR. FIXTURE 3 FT UNDER CABINET FLUOR. FIXTURE 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT 12X24 FLUOR, FIXTURE D 12X36 FLUOR. FIXTURE I 12X48 FLUOR. FIXTURE 72328 24X48 FLUOR. FIXTURE w EXHAUST FAN �o EXHAUST FAN W/ LIGHT .M, ELECTRIC CO. METER G.M. GAS CO. METER SD/CO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR SINGLE POLE SWITCH $, 3 WAY SWITCH U 4 WAY SWITCH Q "M DIMMER SWITCH 4 PUSHBUTTON I� DISCONNECT SWITCH JUNCTION BOX z p O V TV JACK -17 PHONE JACK - PREWIRE ONLY ���` THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT 0 ELECTRICAL PANEL sl= SPEAKER WIRE FROM TOP OF WALL KEYPAD ® CHIMES E� STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) EEI INTERCOM FOR REFERENCE ONLY ,--1 Ln O O H 0 J r� Ln ,--1 :t* w TO THE BE57 OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPUCABLE MINIMUM BUILDING CODE IN EFFECT AS OF DAT: OF CERTIFICATION BELOW. October 13, 2017 V F t; \ 8 ,a 8970 I Ovan G. 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INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE RARRTFR T� FLASHING THER �RRIER & 'SECURE WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLAS N.T.S. SEE NOTI WALL SHi WITH WE RESISTIVL LIMr\r\1LR S DOOR FLASHING DETAIL (EXT -1) FLASHING CANT STRIP SILL PLATE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WATERPROOFING AT EXT -5 EXTERIOR OPENING OR BEAM D3,)N.T.S. (EXT -5) CONT. DRIP EDGE ACROSS DOOR HI TO DIVERT RAIN \IATr_ HEAE FLASHING TIE-IN INS UCTIONS: 1. CL T,FOLD UP & TEMPORARILY SE URE WEATHER RESISTIVE BA RIER ABOVE HEADER TO ALLOW FOR FLASHING IN!TALLATION 2. INSTALL HEAD FLASHING UNDER W ATHER RESISTIVE BARRIER 3. FC LD WEATHER RESISTIVE B1 RRIER BACK OVER HEAD FL SHING AND SEAL WITH TAPE MECHANICALLY FASTEN AS WEATHER NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER - WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED -n WINDOW) -n = z 1. FF LASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (AIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF INDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE ARRIER TO FORM WATER SHEDDING LAPS. 2 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 EXT -2 TYPICAL WINDOW D3 N.T.S. WALU PER PLAN Me THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR EXT -6 HEAD DRIP DETAIL D3 N.T.S. (EXT -6) 11j, FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 6 �— SILL PAN 1 FLASHING DETAIL WALL PFR PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW EXT -7 HEAD DRIP DETAIL D3 N.T.S. (EXT -7) (EXT -2) FLASHING DRAM 1C COMPLIES WTIH THE APPLICABLE If IMUM BUILDING OS COIN EFFECT AS OF DATE OF CERTIFICATION BELOW, Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o all W J00 On ¢ 00 U J" W o`er��o (U0)" E. I--- OJ 0 M O _Q Z u a �t aQ W V1 ��02 L C 00 m 0 � T Q . 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ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK SEE PLAN FOR STRAP - ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP EDGE CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED MIN. 7/8" STUCCO (3 - CODE IN EFFECF AS OF LATE OF CEFMFICATION BELOW. COATS) ON GALV. COATS) ON GALV. SELF FURRING FELT REFER TO SELF FURRING FELT ELEV. FOF ELEV. FOF BACKED METAL LATH A. Ovan G. Drummond, AIA AR 96399 VERHAN STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH EXTERIOR SHEATHING TO BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING APPLY A LIGHT COAT OF CEMENTITIOUS COATING TO FILL VOIDS & HONEYCOMBS - WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM WEEP SCREED------- MAIN CREED\MAIN FLOOR ELEV 0'4" _ Z D Z fV SEE PLAN I N( I' 1 )� CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) a d <d — a -I ROOFING PER CONTRACT. (CONTRACTOR TO _ PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK SEE PLAN FOR STRAP ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP EDGE ------- CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED MIN. 7/8" STUCCO (3 —� CODE IN EFFECF AS OF LATE OF CEFMFICATION BELOW. COATS) ON GALV. /41 SELF FURRING FELT REFER TO BACKED METAL LATH ELEV. FOF 'A' VERHAN STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH MIN. 7/8" STUCCO (3 COATS) ON GALV. SELF FURRING PAPER BACKED METAL LATH - EXTERIOR STRUCTURAL SHEATHING PER PLAN/SPECS 2x SILL PLATE WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT) - DBL. 2x SYP. WD. TOP PLATE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC-R -1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION - 2x SYP. #2 WD. STUDS AND SHEATHING @ 16 O.C., TYP. APPLY A LIGHT COAT OF CEMENTITIOUS COATING TO -2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS - WATER RESISTANT BARRIER -CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER PER FRAMING DETAILS BACKED METAL LATHE & -PROVIDE CONT. METAL TERMITE POLYETHYLENE HOUSE WRAP SHIELD UNDER SILL PLATE OR APPROVED EQUAL SYSTEM -FINISHED BASE MOULDING WEEP SCREED MAIN FLOOR ELEV 0'-0" 00z I 4" CONC SLAB W/ VAPOR BARRIER SEE FOUNDATION PLAN FOR SIZE AND EXTERIOR WALL TYPE OF FOOTING 1 SECTION WITH WINDOW D% SCALE: 3/4" = 1'-0" z w CV J --I M. -I I (� 2 TWO 07 SCALE: 3 SEE PLAN I CEILING INSULATION (SEE ENERGY CALCS) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R 2x SYP. #2 STUD @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) CONNECT WALL PER FRAMING DETAILS FINISHED BASE MOULDING 3/4" GYPCRETE (OPTIONAL) 3/4" THK. T&G SUBFLOOR GLUED & NAILED TOP OF FLOOR TRUSS w cr Q BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER , SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING a d d cI I d a 4" CONC SLAB W/ VAPOR BARRIER • • SEE FOUNDATION PLAN FOR SIZE AND TYPE OF FOOTING -STORY WALL SECTION /4" = 1'-0" I i W V) 0 z Q Q z TO THE BEST OF MY KNOWLF•'GE. THE DESIGN DEPICTED ON THIS DRAWING COMPLIES Wn -OE APPLICABLE MINIMUM BUDDING CODE IN EFFECF AS OF LATE OF CEFMFICATION BELOW. /41 C:p " R 9673 €� 'A' -.-,NjED A. Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn W J rl 00 o Ln 4-J 06 U ZW N Ul' "_ W 1= � CD CD Ci >In LU O-� F �"t0 � Q L LL U L _j I` = z `U _c a UUCL Q W N }A v 70 o 0 L C m cy 00 N (0�N QO Q _ E��¢ Ln a Q U N � J Q t.0 O I'D p N N LL. o z O A�1 > i A p__1Lij A ' ce w ti -i Q� w x V) cn w Z Z LU Q Q LU Q o Q o z a\ z F- Z z o 0 ¢ > d J "' o z U U oC w J1 ' vi o A m � ' p � U LU LU 01 U I Ln J H O 66 W z O O A-.4 Z �o U LU p z w F- LU m uI V z SERIAL NUMBER 1014.1 E . n 0 N N N 0 N oc 0 rn w H Lli 0 Q L U a Q 2 0— NX 4 z_o �z z Q�� z0 ! �x LU cC LU 0 M m cc z J O w w w O z LU = Q >~ O oo= Z x �- o3:o � �kn 0>0 W 0 Q wLUQ z =o UQ O zz w =ate �cetv W O J I— M O O 0 O U c m uj aoo 00 nLn Q�cwc V i LU m ~z Z cecna LU =a� LU m Q > -�O J J�� a x LU U) O to -' o OZ =mo zLU Z Ln N0z Q w (n ,._, m cp ,W J2_9 W Q 3 wcn O (n __j w Wz6F- agN} cc CIO p0>3 0 x (n LU = U w O LU m cc z LU zzLU =� (n JQ LUQ U) x z ce V) to (" oo�W U x D aUin LU �LU x Z O w �E En 2r_ z Z goC:)"' Z 0 O � O z cC U) a w > g w z LU u- z Q QZ Ut O �C W a � Q w � z = Z O 0 z W � "nLU m � 0 En �x LU C, w oo w '-'Z J O O LL_QUf-0 INT -1 D8 NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 10" COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH 2X4 HALF WALL CABINET KITCHEN HALF WALL DETAIL SCALE: 1/2" = 1°-0" (INT -1) TOLL APPROVED TILE BACKER (REFER TO CONTRACT SPECIFICATIONS) WALL TILE 2X BLOCKING BETWEEN STUDS (3 WALLS) VINYL LINER (3 WALLS) EXTENDED 5" UP WALLS 100% SILICONE SEALANT BETWEEN TILE BACKER AND WET BED FLOOR TILE 2-2X4 THRESHOLD - FLOODSTOP - ADJUSTABLE I-- GAUGE COAT WETBED SHOWER DRAIN LINER SET IN SEALANT @ 2 SHOWER DRAIN FLANGE OVER ROOFING FELT NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL BE USED IN LIEU OF CERAMIC WHEN MARBLE/ MARBLE TILE OPTIONS ARE SELECTED. INT -4 SHOWER & CURB ON FRAMED FLOOR D8% SCALE: 3/4" = 1'-0" (INT -4) SET MIRROR 3" FROM �SET MIRROR 3" END OFF BACK PLASH �>, MIRROR=VANITY -5" ,�OM INSIDE CORNER 36" HIGH X (VANITY -5") MIRROR OD D D E -1 El2" MIRROR TRIM VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (MIRRO TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 12 +/- FROM TO OF BACK SPLASH AND INSIDE WALL CORNERS. 1/4" MIRROR 1/2" RECESS FOR MIRROR INT -2 MASTER BATH MIRROR WOOD TRIM DETAIL D8 SCALE: 1/2" = 1'-0" (INT -1) REFER TO FLOOR PLAN, VARIES BY MODEL z g Q M0 END POST. -- CORNER SHELF Se O� Q x - P-.., M '� '" '� M > f` t LJ („ o m X a OD D D E -1 El2" MIRROR TRIM VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (MIRRO TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 12 +/- FROM TO OF BACK SPLASH AND INSIDE WALL CORNERS. 1/4" MIRROR 1/2" RECESS FOR MIRROR INT -2 MASTER BATH MIRROR WOOD TRIM DETAIL D8 SCALE: 1/2" = 1'-0" (INT -1) REFER TO FLOOR PLAN, VARIES BY MODEL z g o END POST. -- CORNER SHELF Q SUB FLOOR. '� '" '� f` t X ; oJ ca >_ 'AR 3673 FLOOR TILE U_ o U' - C� Ovan G. Drummond, AIA Ar 6- ,LU ¢ 2" SHOWER DRAIN ,� LU > Hernandez, AIA LL Q AR 98560 / - NAILS(TYP) Sang-Yub FLOOR TRUSS. 00 72328 ' W TILE AT DOOR Q THRESHOLD Lu O PLAN �- NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLA S BY MODEL. (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY . F.[H DRYER VENT BOX - ATTACH PER MFR. 1 O INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) DRYER VENT (TYPICAL) ,T. TCAL) ONLY WITH PEDESTAL NOTE: 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. INT -3 DRYER VENT BOX F D8 SCALE: 1/2" = 1'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER 4" EXT. PLYWOOD ON 2X4 FRAMING. VARIES - SEE PLANS 2X4 @ 16" O.C. 'k"/ x x DROP IN TUB + N N 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE F SLAB ON GRADE) OR DRYER ONLY (INT -3) 1 ROW OF TILE X N SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. -_- DROP IN TUB DETAIL �?�8SCALE: 3/4" = 1'-0" (FR -33) INT -5 ST N DA R D SHOWER SHELF LOCATION END POST TIED INTO FLOOR PD 8SCALE: 1/2" - 1'-0" (INT -5) JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. - END POST TO PENETRATE - SUBFLOOR. FACE NAIL END POST TO — BLOCKING. 2x BLOCKING BETWEEN COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES FLOOR TRUSS AGAINST TO THE BEST OF M OIOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMP•— WITH THE APPLICABLE MINIMUM BUILDING END POST. EFF•0 OF DATE OF CEKnFICATION BELOW. Q SUB FLOOR. '� '" '� f` t X ; P 'AR 3673 - C� Ovan G. Drummond, AIA Ar 6- Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 / - NAILS(TYP) Sang-Yub FLOOR TRUSS. 72328 ' W O 27- M rl OO < Q Lna FR -34 HALF WALL TIE-IN DETAIL Q D 8 N.T.S. (FR -34) \ z TO THE BEST OF M OIOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMP•— WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFF•0 OF DATE OF CEKnFICATION BELOW. f` t X ; P 'AR 3673 - C� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w O LU J M rl OO Lna (� Q N N WUj V J CA 00 LU ' J It M U Q LU urL i ra u - Z U = z aQ W (n v -6o2 m no Lc:00 ru Ln Q JE�'tQ N aQ U N J J � I'D O a �o ® p °' a N U_ z 0 0 0 > � ' cwc LU LU V Lu LU z w z � Q Q o Q o z a Z Q z d. u W J 0 LU Z U w J ' __4 3: vi o I m , m 0 0 w LU U cn J 0 66 LU ZO O � Z 00 w V � Ln Q Z m w LU - t w (n (n U z SERIAL NUMBER 1014.1 DESIGN SPECIFICATIONS USP CONNECTORS DESIGN CODE: 2014FLORIDA BUILDING CODE - RESIDi-NTIAL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 10 f COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 GARAGE DOOR PRESSURES (PSF) 1 CAR UPLIF I SPF GARAGE +22.9 DOOR _28 8 (8'x7') USP RT7 2 CAR 495 GARAGE +21.8 DOOR -23 9 (16'x7') USP MTW12 CONNECTOR SYP UPLIF I SPF FASTENERS USP A35 450 450 (9)1Odx1'/2" USP RT7 585 495 (5)8d EA. END USP RT8A 775 650 (5)10dx11/2" EA. END USP MTW12 1195 860 (7)10dx1'/2" EA. END USP HTW20 1450 1245 (12)10dx1'/2" EA. END I 'co r.,crnnA ,.An ,ASG /0110,4 FA Fnrn TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) Ps BOTTOM CHORD LIVE LOAD 10 psf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0.75" MAX ANY CASE THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. INTERPOLATION IS PERMISSIBLE. PLUS = PRESSURE AND MINUS = SUCTION. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER &SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. �- 4--�` i 711 a , o DENOTES EDGE STRIP. o r-- SEE C & C CHART I ABOVE FOR 'a' DIMENSION o L__ J -- --�c [NOT ACTUAL PLAN] a -'r a'� -- - - - - -- USP MSTA36 2065 2065 (13)10d EA. END USP LTS20B 1105 1105 /2"o ROD TO FTG. USP JUS28 1305 1305 (6)10d TO HEADER USP HTT16 4290 4290 5/8"0 ROD TO FTG. USP HTT22 5370 5370 5/,"0 "0 ROD TO FTG. WIND LOADING:LINEAR ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00 MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT ROOF PITCH --------------- _ _ _ _ 6/12 BUILDING CATEGORY - - - - - - - - - - - - - - - - IIa EXPOSURE CATEGORY - - - - - - - - - - - - - - - C�` ENCLOSURE CLASSIFICATION - - - - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t 18 USP PAU44 2535 5/8"o ROD w/ (12)16d USP PAU66 2535 5/a"0 ROD w/ (12)16d USP MSTAM24 1545 1455 (5)'/4"x2-'/+ TAPCON`. SIMPSON CONNECTOR CONNECTOR UPLIFT FASTENERS SYP SPF A35 450 450 12-8dx1'/2" H2.5T 600 520 5-8d EA. END HTS16 1150 1085 16-1 Od EA. END MTS12 1000 860 7-10dx1/2" EA. END HTS20 1450 1245 24-10dx1'/2" EA. END MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END MSTA36 2050 1870 13-10d EA. END HARDWARE AND ANCHORS ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" R THAN REBAR SIX AND '/e" LARGER THAN THREADED ROD SIZE. LARGER .) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi HTT4 3480 3080 18-16d To TRUSS/BEAM 1-5/8"0 ROD TO FTG. SCOPEOF SERVICE HTT5 5250 4670 32-16d TO TRUSS/BEAN 5 1-5/,,"o ROD TO FTG. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. LUS28 930 780 6-10d TO HEADER 4-10d TO JOIST HU410 905 785 14-16d TO HEADER 6-16d TO JOIST ABU44 2200 TOP 5/a"G ROD EPDXIED 6" MI ABU66 2300 (4) @ 2x6, 5/8"0 ROD EPDXIED 6" MI SET N A / N/A SIMPSON EPDXY-TIE LTT208 1675 1675 I 10-16d TO STUD/BEAM/F 1-'/2"o ROD TO FTG. LSTA12 805 1 695 10-10d CS16 1705 1705 13-8d GENERAL NOTES Ft CONSTRUCTION SPECIFICATIONS FL# CODE FL# CODE 10446.4 11478.3 10456.6 10456.3 13872.3 13872.4 13872.8 11496.2 11496.2 10655.113 10531.36 10849.6 10849.6 11506.4 11496.3 13872.5 10852.1 FLOOR SHEATHING SPECIFICATIONS 23/32 T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). TILE -MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/,6" 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL.J.- SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH, -MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE, MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. CROUT SHALL BE IN ACCORDAtJCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAYBE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMU)s CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN T;!E WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASOPIRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT IN CTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT �T 16" RTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAY; »,.r CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: I BEARING DESIGN MAXIMUM OF A INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOL { ) 2000 PSF. SOILS SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS, DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF S BTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS MEMBERS NTYPE NECTI N FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL BUIL -UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. GABLE X -BRACE, SEE DETAIL 10/S0.1 L3'/2 x3'/2 x'/4 4" 6'-0 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILSL4x31/y"x'/4 6" 8'-0" (2)2x8_1/2 HEA ER SIZE, JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS DESIGNATES SHEARWALL. THE KIN STUD QUANTITY. L5x3'/2"x'/4 6" 10'-0" HIDDEN WALL LINE DESIGNATES ESHEIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6' ------- -- NG L6x3'/2 "x'/4 6" 12'-0"TO BE APPLIED. 8d @ 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS SW 3"/6" DESIGNATES 8d COMMONS @ 3" L7x3'/2"x'/4 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" 1. STEEL LINTELS TO BE MINIMAL 36" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION BRICK ADJ - ADJACENT LG - Long JOIST/TRUSS TO PLATE TOE NAIL ( ) RESISTANT COATING OF EPDXY BASED _°_____ ~ VENEER 2-16d 3 -GUN NAILS BM - BEAM MANUF - Manufacture WEATHER BOT BOTTOM MONO Monolithic RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS (+_ I - - 2. LINTEL MORE THAN 8'-0". SHOULD BARRIER BRG -BEARING OC On Center - CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO I _______ DBL -DOUBLE PERP -Perpendicular ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. I` j DIA - DIAMETER PRE ENG - Pre Engineered CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. O EDGE SCREWS INTO HEADER PROVIDE A '/2" i=,,,._,1 LINTEL EA - EACH PSF - Pounds per quare Foot VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE -EACH END PSI -Pounds per Square Inch 1 CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS �---_""; SEE NOTE 2 EOR -ENGINEER OF RECORD PT - PRESSURE TREATED 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce SOLE PLATE TO JOIST/BLOCKING Fr,CE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 11Ornph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot NAIL SPECIFICATIONS WIND -ZONE VERT. TIES @ 16' O.C.). SEE PLAN BRICK LINTEL, FDN - FOUNDATION SPF -Spruce Pine Fir AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT - FOOT SYP - Southern Yell:)w Pine 3"x0.131"O = GUN NAILS 2"x0.113"O = RINK SHANK 12" OF OPENINGS. PROVIDEY,6"O WEEP FTG - FOOTING THRU - Through 2"x0.113"O = 6d 2'/2 %0.1,31"0 = 8d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HDR -HEADER TYP - Typical 3"x0.148"O = 10d 3'/2"x0.162"0 = 16d FLASHING. HORIZ - HORIZONTAL VERLON - Unless Otherwise Noted - - OF BRICK LINTEL LBS - POUNDS WWF - Vertical WeldedWire -abric 1'/2"x0.148"0 - lOdxl /2 1 /2 x0.131'0 8dx1 /2" TYPICAL WALL FRAMING NOTES: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/10d MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS LAN FOR STD SIZE AND O.C. SPACING. WITHIN FLOOR SYSTEM WHERE POST IS ABOVE. 8d ROOF SHEATHING, COMMON - @ 3" O.C. SPECIFICATIONS. 2Y4" % F - - - I I - STUCCO FINISH. I I I SEE DETAIL 1/S0.1 L. I I SYP#2 DBL. II FOR SPLICING r SEE TOP PLATE. !� REQUIREDRED IF SHEARWALL. MM FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS SYP#2 DBL. 6I MAX. TOP PLATE. SEE DETAIL 1/SO.1 4 li FOR SPLICING 16d COMMONS OPTIONS. @ 8" O.C. FLOOR SHEATHING ,r WALL FRAMING AT %SEE SPECIFICATIONS. i PLATE CHANGE CONDITION 2 TYPICAL WALL FRAMING I I I I SEE 1/SO.1. ROOF SHEATHING, S0.0 I J - SEE SPECIFICATIONS. 2Y4" AT SHEARWALLS AND PLAN ECIfiwaO SEE 5/SO.0. STUCCO FINISH. TO TOP OF TRUSS A$ SHOWN. SEE DETAIL 1/S0.1 L. PROVIDF 2x4 BLOCKING BLOCKING ONLY FOR SPLICING r �� - �- - - -J REQUIREDRED IF SHEARWALL. MM "0 OUTSIDE I I --- I I L - - I I ! - - - - J FASTEN LOWER STUD PERMANENT TRUSS 8d TO TALLER STUD w/ BRACING BY OTHER. a COMMON 2 -ROWS OF 10d COMS SEE ROOF 1 0 3" O.C. @ 12" O.C. ° FULL HEIGHT ANCHOR FRAMING AT INTERIOR WALLS SIMPSON I TYPICAL SOLE '--TYPICALLY %" FULLI DETAILS. SHEATHING PLATE NAILING: (4) ROWS 12d SDWC15600 HEIGHT THREADED TER INATE AT SIMPSON 0.131x3" TOE NAILS: SEE ROOF SIMPS I RODS @ 6'-0" O.C. OF DBL. SDWC15600 i I (3) @ 2x4, SDWC15600 TOP PLATE. SEE NOTE 1. PLAN FOR (4) @ 2x6, TYPICAL DETAILS. CONNECTION 5" < HEEL < 1'-0" NOTES: HEEL < 5" (5) @ 2x8. ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. BLOCKING ONLY REQUIRED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD SPACE 0 48" O.C. AT SHEARWALLS AND CONNECTION (2) ROW OF 10d PT. SYP#2 STUCCO FINISH. SOLE PLATE. NAILS @ 4" O.C. WALL SHEATHING AT 12" O.C. STAGGERED EA. SIDE. TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS SYP#2 DBL. 6I MAX. TOP PLATE. SEE DETAIL 1/SO.1 4 li FOR SPLICING 16d COMMONS OPTIONS. @ 8" O.C. FLOOR SHEATHING ,r WALL FRAMING AT %SEE SPECIFICATIONS. i PLATE CHANGE CONDITION 2 TYPICAL WALL FRAMING I I I I SEE 1/SO.1. DROPPED HEAD OR SILL PLATES S0.0 I J - BLOCKING ONLY REQUIRED (4)12d TOE NAILS 2Y4" AT SHEARWALLS AND PLAN ECIfiwaO WALL SHEATHING STUCCO FINISH. TO TOP OF TRUSS A$ SHOWN. SEE DETAIL 1/S0.1 L. PROVIDF 2x4 BLOCKING (1)A35 + (4)12d TOE NAILS FOR SPLICING r MASHER PUSHED SPECIFICATIONS BELOW. OPTIONS. r4 ---INTERIOR BEARING WALL-* SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. WALL SHEATHING TO SOLE PLATE `�SEE DETAILS RAISE Ys' FROM 8d @ 3" II SEE DETAILS _ BOTTOM OF SOLE ON 51.01 ON S1.01 PLAN AND FASTEN II - - F - - D w/Sd COMMON @ 3" IF I�- - -I F- - - ' I O.C. Ia I I I I I , •d I L--------- L------ L -------J CINrI F gTOPY MULTY STORY TYP. WALE SECTIONS SIMPSON DROPPED HEAD OR SILL PLATES SDWC15600 ROOF TRUSSES. SEE ROOF (4)12d TOE NAILS FRAMING WASHER PUSHED PLAN ECIfiwaO EXTEND SHEATHING VERT, o - TO TOP OF TRUSS A$ SHOWN. 5x3xY4" SLOTTED PROVIDF 2x4 BLOCKING (1)A35 + (4)12d TOE NAILS AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE MASHER PUSHED SPECIFICATIONS BELOW. HEEL ;o 1-0. ' PRE-ENGINEERED WOOD 2x SPF BLOCKING DROPPED HEAD OR SILL PLATES MINIMUM ENO FASTENER EACH END ROOF TRUSSES. RIPPED TO FIT (4)12d TOE NAILS 4 6'-4" WASHER PUSHED (5)12d TOE NAILS WITH GAP SHOWN. o - TO OUTSIDE 5x3xY4" SLOTTED (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS a MASHER PUSHED 42" 24" 3x3xO.229" "0 OUTSIDE 2Y4" "ACE OF WALL. SIMPSON PLAN VIEW = SDWC15600 a a SEE ROOF 2x4 MEMBERS: ° FRAMING SIMPSON PLAN FOR (1) ROW OF 10d DETAILS. SHEATHING MAY (4) ROWS 12d SDWC15600 TER INATE AT SIMPSON SEE ROOF SIMPS I TOP OF DBL. SDWC15600 i I FRAMING SDWC15600 TOP PLATE. SEE NOTE 1. PLAN FOR SEE NOTE 1. TYPICAL DETAILS. CONNECTION 5" < HEEL < 1'-0" NOTES: HEEL < 5" 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD SPACE 0 48" O.C. 5 ROOF TRUSS CONNECTION (2) ROW OF 10d S0.0 (3) ROWS 12d KING STUD TO TOP PLATE: SDWC15600 SCREW NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" KING & JACK STUDS SEE PLAN KING STUD TO BOTTOM PLATE CONNECTON: SIMPSON SDWC15600 SCREW. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED. NOT REQUIRED AT GABLE ENDS OR 2 -STORY WALLS TYPICAL DOUBLE TOP PLATE SPLICE TYPICAL TOP PLATE NAILING: _0" MIN. SPLICE LENGTH FASTEN ALL TOP PLATES / (16) 0.131x3" NAILS TOGETHER w/ (3) ROWS EVENLY SPACED OF .131x3 @ 12" O.C. STAGGERED. SYP#2 7 F HEADER, 4'-0" MIN. PER PLAN. RAISED HEADER + 1 ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. U lI 11 11 FOUNDATION, SEE PLAN 12' 1'/2 WALL FRAMING AT MAX. MIN' RAISED HEADER CONDITION FROM SOLE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION. Y2" THREADED ROD EPDXIED 4" OR Y2"0x6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR Q& HOLD DOWN. BUTT JOINT--\ WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM ENO FASTENER EACH END 3x3xY4" SLOTTED 2Y (4)12d TOE NAILS 4 6'-4" WASHER PUSHED (5)12d TOE NAILS 4 8'-4" (3)2x4 SYP #2 TO OUTSIDE 5x3xY4" SLOTTED (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS FACE OF WALL. MASHER PUSHED 42" 24" 3x3xO.229" "0 OUTSIDE 2Y4" "ACE OF WALL. PLAN VIEW = Y2" THREADED ROD EPDXIED 4" OR Y2"0x6" SIMPSON TITEN HD. SECTION VIEW SOLE PLATE ANCHOR Q& HOLD DOWN. BUTT JOINT--\ WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM ENO FASTENER EACH END 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 4 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS DROPPED HEADER SYP#2 HEADER, PER PLANS. WINDOW SILL SEE SCHEDULE. ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131"x3" EA. END TYPICAL. -SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND KING STUDS, SEE PLAN. AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS. SDWC15600 SCREW SEE 8/SO.0. t!` SOLE PLATE ANCHOR: SEE SCHEDULE WALL FRAMING AT DROPPED HEADER CONDITION HEADER CONDITION ju 12" 1Yz" BOUNDARY OF SHEATHING. II- - PT. SYP#2 MAX. MIN. SILL PLATE. EXAMPLE OF PANEL SOLE PLATE BREAK EDGE w/ BLOCKING EMBEDMENT DEPTH WHERE REQUIRED BY 42" GENERAL NOTES. NAIL SPACING AT SUPPORTED EDGES,-< GENERAL) NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE NOTES: (TYPICAL). 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. ROOF 2. WASHERS SHALL BE SLOTTED. (UON). TRUSSES, OR FLOOR JOISTS. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/e" W/ 1'/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL 8 SCHEDULE 1'-_4��ROOF AND FLOOR SHEATHING NAILING OFFICE COPY Approved By permit desk Building department City of Allende Beech, FL RATED SHEATHING, SEE GENERAL NOTES. SCALE: 3/4" = 1'-0" SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE h"0 EPDXY 42" 24" 3x3xO.229" 4" 2Y4» h"0x6" TITEN HD 42" 24" 3x3xO.229" 4h" 2Y4" NAIL SPACING AT SUPPORTED EDGES,-< GENERAL) NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE NOTES: (TYPICAL). 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. ROOF 2. WASHERS SHALL BE SLOTTED. (UON). TRUSSES, OR FLOOR JOISTS. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/e" W/ 1'/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL 8 SCHEDULE 1'-_4��ROOF AND FLOOR SHEATHING NAILING OFFICE COPY Approved By permit desk Building department City of Allende Beech, FL RATED SHEATHING, SEE GENERAL NOTES. SCALE: 3/4" = 1'-0" KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT CABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FFOR GABLE ENDS. LHEAD OR SILL, PATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY X81 TYPICAL HEADER STRAPPING IL SO.0 KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dxl)�" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. L HEP AD SILL ATEESS SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWSl SO.0 SCALE: 3/4" = 1'-0" 2x4 BLOCKING @24' O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP El -4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP VE 0 PLATES AT CORNERS AND INTERSECTIONS. ERSECT ONS 2. -DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL. 3. • DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2) BLOCKING FAST w/8 -10d COMMO SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (UNSTACKED WINDOWSi TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: V SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC I SCREW PLATE TO HEADER: � I __/ SDWC SCREW @ L 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6" Lou Poll and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ~�yq��s♦` �\r � �� ♦'��•��'�f'i�°' civ. V ♦ 6 No. 4 ; z STAE E �o �y s•��+. N }♦ ' 16:;f S5iliSiS4t ' Christopher I Sabourin PE Ft. PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTEN F OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR -1'0 BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z U� un w O w m J U z OZa J Q � Ow � m Op J U DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DR.4WING5. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME ANNA MARIA - CLASSIC DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 11.02.17 SCALE AS NOTED LPA No. TOLL -17-01056 CONTROL No. 5252 SHEET SO.0 SHEET � OF 9 (3) ROW OF 10d `74 NAILS @ 8" O.C. 2 PLY STAGGERED BEAM. 3 PLY BEAM. a a 2x4 MEMBERS: ° (1) ROW OF 10d (4) ROWS 12d NAILS @ 4" O.C. , AT 12" O.C. EA. SIDE. 2x6 MEMBERS: (2) ROW OF 10d (3) ROWS 12d NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 6-%'" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 3 -PLY 4 -PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT-UP MEMBER FASTENING KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT CABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FFOR GABLE ENDS. LHEAD OR SILL, PATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY X81 TYPICAL HEADER STRAPPING IL SO.0 KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dxl)�" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. L HEP AD SILL ATEESS SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWSl SO.0 SCALE: 3/4" = 1'-0" 2x4 BLOCKING @24' O.C. FASTEN EACH END w/3 -10d TOENAILS. STUD BELOW LOWER TOP El -4-10d PLATE AT BREAK. OVER LAP DOUBLE COMMONS TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP VE 0 PLATES AT CORNERS AND INTERSECTIONS. ERSECT ONS 2. -DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL. 3. • DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN. FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2) BLOCKING FAST w/8 -10d COMMO SCHEDULE ROUGH OPN'G, SEE ARCH. MULTISTORY (UNSTACKED WINDOWSi TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: V SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC I SCREW PLATE TO HEADER: � I __/ SDWC SCREW @ L 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-10DX1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6" Lou Poll and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ~�yq��s♦` �\r � �� ♦'��•��'�f'i�°' civ. V ♦ 6 No. 4 ; z STAE E �o �y s•��+. N }♦ ' 16:;f S5iliSiS4t ' Christopher I Sabourin PE Ft. PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTEN F OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR -1'0 BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. = Z U� un w O w m J U z OZa J Q � Ow � m Op J U DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DR.4WING5. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME ANNA MARIA - CLASSIC DESIGN/DRAWN/CHECKED CS / KM /LAP DATE 11.02.17 SCALE AS NOTED LPA No. TOLL -17-01056 CONTROL No. 5252 SHEET SO.0 SHEET � OF 9 BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS ® 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 5-8d COM ` EACH SIDE OF SPLICE / SHEATHING SPLICE Z m N 16d COMMONS ® 8" O.C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE 3/4" OSB or PLYWOOD RIM BOARD Y4" Lx_ -S SHORTER THAN WALL FRAMING WALL FRAMING IFLOOR SYSTEM. ALIGN II VERTICAL JOINTS WITH THING SPLICE ;I WALL SHEATHING BLOCKING ONLY REQUIRED.14 5-8d COM JOINTS AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHING APA RIM BOARD OPTION NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED r 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS S0.1 2x4 SYP#2 CATS AT 12' O.C. FASTENED TO TOF PLATE w/ 4-0.131x3' COMMON FASTEN CATS EACH END w/ 3-0.131x3" COMMON TOE NAILS SHEARWALI EXTERIOR WALL ALTERNATE A 2x4 SYP#2 HORIZ. BRACING 24" O.C. BETWEEN OUTER WALL - & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.131x3" NAILS (TYP) FLOOR TRUSS 2x4 SYP#2 DIAGONAL FASTEN EA. END w/ - - - 3-10d COMMONS CEILING 1 WALL FRAMING LINE11 % INSTALL FLOOR TO J FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL ROOF TRUSS. SYP#2 2x4 NAILER FASTENED TO TRUSS ROOF BOT. CHORD w/ 0.131x3" O 3" O.C. FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d @ 3" O.C. ROOF TRUSS. SHEATHING FASTENED TO MAX. TOP PLATE w/ 10d ® 3" O.C. 2x SYP#2 CONT. ATTACH 16" MAX• TO TOP PLATE AND TRUSS w/ 0.131x3" ® 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL ALTERNATE B ALTERNATE C '/ " OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d @4"0.0. ROOF TRUSS. SHEARWALL SDWC 15600 0 32" O.C. SCREWS OSB WALL SHEATHING �FTO NAILER w/ (1) ROW 8d @ 3" O.C. FASTEN TO TOP PLATE w/ (2) ROWS OF Sd O 3" O.C. TRUSS. 00 PLAN n __ _ _ _ __ _ - m i '/Is" OSB i BLOCKING i PANEL _ 2x4 SPF#2 CONTINUOUS LEDGER FASTENED TRUSS WEBS WIT w/3-0.131 x3" FLOOR TRUSS. SHEARWALL SEGMENTED SHEARWALL NOTES: T ROOF TRUSS, 2x4 SPF FLOOR COMMON. 1. SYP#2 2x4 NAILER FASTENED 6: (2) CS18 ST, -APS ALL AROUND B - END FRAMING END STUDS TO FOUNDATION W 8,103/6: CONTRACTOR MAY TO TRUSS BOT. CHORD w/ PLATE ANCHORSCI- SOLE PLATE ANCHORS SEE `,CH DULE ON DETAIL 3/S0.0 FASTEN CATS EACH I HD w/ II 2x4 SYP#2 CATS AT 12" CHOOSE A,B,C,D, OR G. (2) ROWS 0.131x3" ®3" O.C. I; INTERIOR PROVIDE 2x BLOCKING /-T ALL PANEL EDGES. OPTION A 3-0.131x3" NAILS 0 f," O.C. O.C. FASTENED TO TOP 2. USE ALTERNATE A. 4. INSTALL INTERIOR F 'NC BELOW SHEARV*LL PER DETAILS ON ' SHEARWALL. TOP PLATE, PROVIDE A 2"x 2"x Ya" STEEL WASHER. BRACE THESE STRAPS LEDGER TO ROOF MEMBER. MAY BE OMITTED2X4 PLATE w/ 4-0.131x3" AT EXTERIOR WALLS SW -2 REQUIRED FOR BRACE ® OR POST. j TO BOTH H3 ABOVERAFTER LENGTH SHEARWALL ORT COMMON. ENDING ETWEEN ROOF FASTEN w/10d COMMONS ROD INSTALLATION: AT ALL PLATE PENETRATIONS, BETWEEN OVERFRAMING RAFTER 5-16d NAILS EXTERIOR WALL TR SSES. ALTERNATED ALTERNATE E (TYPICAL) DIAMETER OF THE THREADED ROD USED. WHILE � /0- A SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER ALTERNATE F 3. C- USE ALTERNATE , r rnD n nno 5 SHEARWALL ATTACHMENT AT ROOF Et FLOOR S0.1 WALL STUDS AT 16" O.C. 8d COMMON NAILS AT 3" O.C.(TYP) WALL STUDS AT 16" O.C. ROOF SHEATHING ROOF TRUSS) ROOF TRUSS SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-'/4"Ox6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/4 "0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. WHEN 8 LEDGER CONNECTION OTEO so.1 TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY 2x4 SPF#2-''\ BLOCKING ROOF MEMBER. 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP FASTENEDD TO TOP 2x6 SYP NAILER PLATE w/ 10d ® 4" O.C. PLATE w/ 10d 0 3" O.0 X X P PORCH SHEATHING, HEADER SEE SPECIFICATIONS BELOW END I ARCH PARALLE HEADER & SUPPORT TO WALL PORCH POST, PER PLAN. I `(2)MSTA24 PERPENDICULAR I STRAPS TO WALL 24" 16 GUAGE POST BASE: POT 4x4 POST: w/11- 10dx1Y2" EA. END BELOW STRAP w/11---, 6x6 POST: ABU66 10dx1Y2" EA. END 1\ PORCH. PORCH HEADER, SLAB SEE PLAN TS16 -- TRAPS MSTA24 5/j" ROD STRAPS EPDXIED 6" MIN PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF PORCH HEAD R PORCH HEADER PORCH HEADER AT CORNER P ST NT POST AT POST PORCH SHEATHI SPECIFICATIONS: 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS CSD 6" O.C. EDGE: & FIELD OR (OR CREATE ) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD i21 TYPI AL PORCH FRAMING DETAILS so.1 SEE DETAIL 5/SO.1 FOR ,/,-DIAPHRAGM ATTACHMENT WHERE APPLICABLE II A II tt IP - -------- II ❑ SII PROVIDE SOLID I+LOCK NG WITHIN FLOOR SYSTEM AT SW END POSTS. CHART 00 PLAN n S 8d@3'0/6" SW 8d®3" /6" PERFOR6TED SHEARWALL_ SEGMENTED SHEARWALL - UPPER TO LOWER STUDS - UPPER TO LOWER STUDS SW 8,1®3 6: (2) CS18 ST, -APS SW 8d03/6: (2) CS18 STRAPS B - END STUDS TO FOUNDATION END STUDS TO FOUNDATION W 8,103/6: HTT5 OR HDU5 W 8d(93/6: HTT5 OR HDU5 ©-SOLE PLATE ANCHORSCI- SOLE PLATE ANCHORS SEE `,CH DULE ON DETAIL 3/S0.0 EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES OVERIRAME RAFTERS, SEE PLAN. 1. PROVIDE 3/6" OSB SH ATHING WITH 8d COMMON= (_c� 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING /-T ALL PANEL EDGES. OPTION A 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. PLATE 3. FASTEN ALL INTERIOR SiN TO ROOF OR FLOOR TRUSSES PER 5/SO.1 4. INSTALL INTERIOR F 'NC BELOW SHEARV*LL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION TOP PLATE, PROVIDE A 2"x 2"x Ya" STEEL WASHER. PROVIDE SOLID I+LOCK NG WITHIN FLOOR SYSTEM AT SW END POSTS. 4-12d IU NAILS h PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 2x4x6' SYP#2 LATERAL BRACE EA. g -10d X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. DECK LEDGER AT OVERFRAME RAFTERS10 GABLE END BRACING USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC.S0.1 NO TES: 1. SPACE GABLE END BRACING @ 4'-6" MAX, 2. ALL MATERIAL TO BE SYP#2 FULL HEIGHT WASHER CHART 00 PLAN n ROOF 2x4 BLOCKING. FASTEN 0 O TRUSS EACH END w/3 -10d WOOD PLATE HOLE FULL HT. WASHER SPEC. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS EDGE DISTANCE 3/8 '/2"o FASTEN TO ROOF FRAMING BELOW 2x2x'/8„ SYSTEM SHALL CONSIST OF %"0 A307 THREADED 2„ 3„ w/ 4-12d NAILS AT EACH RAFTER. UPLIFT 6-10d 3x3x'/4" RODS. ORIENTED VERTICALLY AND ATTACHED TO THE 2Y2" 3" COMMONS CONNECTOR OVERIRAME RAFTERS, SEE PLAN. FOUNDATION AND TO THE UPPERMOST PLATE AT THE DGUBLE TOP BASE OF POST SEE PLAN OPTION A 2X6 SON H3 w/ 10-8d COMMON PLATE ANGLE FROM RAFTER TO LEDGER f1N TRUSS SHOP DRAWING FOR QTY. AND TOP PLATE, PROVIDE A 2"x 2"x Ya" STEEL WASHER. BRACE THESE STRAPS LEDGER TO ROOF MEMBER. MAY BE OMITTED2X4 - T -BRACE. ONLY WHEN OVERFRAME REQUIRED FOR BRACE ® OR POST. j TO BOTH H3 ABOVERAFTER LENGTH THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) LENGTHS > 8'-0". IDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS ROD INSTALLATION: AT ALL PLATE PENETRATIONS, BETWEEN OVERFRAMING RAFTER @ 6" ON -CENTER AND ROOF MEMBER. PROVIDE A HOLE IN THE PLATE 14" LARGER THAN THE 4-12d IU NAILS h PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 2x4x6' SYP#2 LATERAL BRACE EA. g -10d X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. DECK LEDGER AT OVERFRAME RAFTERS10 GABLE END BRACING USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC.S0.1 NO TES: 1. SPACE GABLE END BRACING @ 4'-6" MAX, 2. ALL MATERIAL TO BE SYP#2 FULL HEIGHT WASHER CHART 00 PLAN n 0 © 0 O ANCHORING SPECIFICATIONS ROD 0 WOOD PLATE HOLE FULL HT. WASHER SPEC. ANCHORING SYSTEM- THE THREADED ROD ANCHORING EDGE DISTANCE 3/8 '/2"o SOLE DOUBLE 2x2x'/8„ SYSTEM SHALL CONSIST OF %"0 A307 THREADED 2„ 3„ 5/8 UPLIFT FULL HT. ANCHOR PLATE TOP PLATE. 3x3x'/4" RODS. ORIENTED VERTICALLY AND ATTACHED TO THE 2Y2" 3" CONNECTOR ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE DGUBLE TOP BASE OF POST SEE PLAN OPTION A TO PORCH HEADER. LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE PLATE TRUSS SHOP DRAWING FOR QTY. AND TOP PLATE, PROVIDE A 2"x 2"x Ya" STEEL WASHER. - WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 ® OR POST. j THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, THREADED ROD PROVIDE A HOLE IN THE PLATE 14" LARGER THAN THE SEE PLAN ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE � /0- A SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER STEEL COUPLER - (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES ( OPTIONAL, LOCATE C FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ANCHOR ROD SHALL BE INSTALLED APPROXIMATELY CENTERED AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. FLOOR FRAMING "ULL HEIGHT T --:BEADED ROD FOUNDATION, SEE PLAN PER PLAN. I EMBEDMENT DEPTH O FULL HEIGHT ANCHOR INSTALLATION CHART THREADED 0 © 0 O V ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/2"o '/2110 2x2x'/8„ 4" 4„ 2„ 3„ 5/8 3/4"0 3/4"0 3x3x'/4" 7.5" 12" 2Y2" 3" SIMPSON FULL HOLD DOWN AT MONO STEM MONO STEM THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG -TIGHT OONDITION PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROAMATELY 30 FT. -LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLER & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE JLL HEIGHT ANCHOR REQUIRr_MENTS WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM THIS DETAII ONLY APPLIES WHEN NOTED ON PLAN %" FU�L HEIGHT ROD TEN HD R TIGHT PLATE ON TITEN HD ROD COUPLER )DS - THD37634RC (3/6"x63/4") FULL HEIGHT ROD ALTERNATE 13 ATTACHMENT S0.1 L2x4 SYP#2 OUTLOOKERS ® 24" 0. C. H3 OR H2.5T HURRICANE CLIP @ EA. OUTLOOKER TO TRUSS. _ WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK 0 EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.131x3" TOE NAILS 0 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE \,_ LSTA12 0 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC00 0 36" O.C. OMIT IF SHEATONG OVERLAPS GABLE 12" MIN (1)MSTA24 STRAP OVER TOP PLA (2)MSTA24 STRAPS FASTEN w/18-10 FOLD OVER TOP PLATE FASTEN w/18 -10d1 I I I 1 6" CONNECTION CALL OUT DBL. TOP MAX NOTCH HEADER PLATE --\\_4 BELOW TOP PLATE SEE PLAN C (1)MSTA24 STRAPS PORCH 8 -GUN NAILS GIRDER TRUSS HEADER, OR BEAM TO BACKSIDE OF WEB. SEE PLAN. FULL HEIGHT (2)MTS12 (2)MTS12- ANCHOR OR DTT2Z SIMPSON FULL HOLD DOWN AT FRONT SIDE OF WEBS. MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS �li- w/ 2x SOLID BLOCKING TO BLOCKING 0 3" Q.C. I' AT SHEATHING EDGE i � I 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF 5-16d BETWEEN EACH TRUSS) PERPENDICULAR TRUSS DETAIL B WALL SHEATHING-\ LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE PLATE w/5 -10d NAILS CONTINUOUS OVER INTO TOP PLATE & 5-10d HEADER 6" NAILS INTO BEAM. SPACE MAX @ 48" O.C. OMIT IF WALL SHEATHING IS INSTALLED ON FACE OF BEAM 8 -GUN ° NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. K� TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.- STRAP 2.5T.- STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING F POST BELOW WITH STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STUD WALL FRAMING it w/ 2x SOLID BLOCKING { - AT SHEATHING EDGE 8d COMMON WIRE NAILS / ll \ TO BLOCKING ® 3" O.C. ROOF TRUSS / OR JOIST �I _ FOR PERPENDICULAR It TRUSS CONNECTION SEE DETAIL B ABOVE CONTINUOUS 2x6 SYP#2 LEDGER FASTEN WITH 5-0.131x3" EA. STUD. PARALLEL TRUSS DETAIL A 1 WALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T ® 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER TIE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MI II TIPI F RRACFF) TRIICCFQ A¢ INr1ICATFr1 IN TRI ICC QPI=(`IFI(`ATI()NC MINIMUM 2 PLY Ll MINIM STUD 2 PLY S AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"x1Y2" -HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD _ so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDUS. FASTEN 26-10d COMONS MIN 7 Ply HTT5 or HDU5 EADED OXIED DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- T 0.131x3" GUN II NAILS II II SIMPSON DTT2Z w/8- Y4"x1Y2" II SDS SCREWS II II I Y2" THREADED ROD 11 EPDXIED 4" MIN ORI I Y2x6" TITEN HD ,I HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR (1)DIAGONAL BRACE PER B SEE PLAN C (1)CS16 STRAPS (4) TRUSSES APPLIED GIRDER TRUSS 36" LONG STUD OR BEAM TO BACKSIDE OF WEB. 0.1310" GUN NAILS (2)MTS12 (2)MTS12- BRACING APPLIED TO SIMPSON FULL EIGHT FRONT SIDE OF WEBS. CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. MINIMUM 2 PLY Ll MINIM STUD 2 PLY S AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) SIMPSON DTT2Z w/8- Y4"x1Y2" -HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD _ so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDUS. FASTEN 26-10d COMONS MIN 7 Ply HTT5 or HDU5 EADED OXIED DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- T 0.131x3" GUN II NAILS II II SIMPSON DTT2Z w/8- Y4"x1Y2" II SDS SCREWS II II I Y2" THREADED ROD 11 EPDXIED 4" MIN ORI I Y2x6" TITEN HD ,I HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 @ 32" O.C. B SEE PLAN C (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE TRUSS BRACING '1 ca I°I I°I II II I°I I,I II T -BRACE FASTENED TO I°I WEB w/ 12d ® 6"O.C. T -BRACE TO BE THE 1°I SAME SIZE, SPECIES, I AND GRADE AS WEB°I TO BE BRACED. II I°I II BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXERT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE GIRDER TRUSS /-TO SISTER A OR BEAM GIRDER TRUSS 36" LONG STUD OR BEAM FASTEN w/12- 0.1310" GUN NAILS (2)MTS12 (2)MTS12- SIMPSON FULL EIGHT LTT20B THREADE! ROD (2)H2.5T ` (2)H2.5T WITHIN 6" OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY STUD STUDS PROVIDE )/2" THREADED ROD 2 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS YLx6" TITEN HD (FLOOR TO FLOOR) LTT208 HOLD DOWN ATTACHMENT DETAIL MINIMUM 2 PLY HOLD DOWN SEE PLA STUD3/3" ROD = DTT2Z /-%" ROD = HTT5 BUILT-UP POST, BUILT-UP POST, SEE PLAN. SEE PLAN. OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONA` WHEN 16 GIRDER / BEAM STRAPPING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Lou Pontigo and AIssociates, Inc. 420 Osceola Avenue )ax', Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ��yl111!!fllff illltiit!ltpo pw'e Fx � D V let*a`�V`�ii�% maple N0. 1 s ' Ae S TA E o r '•3h •a ` 1 a C� cel tamtfrfs! Christopher I Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAI. FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, T Z U L9 Un T U Z F- F- Q 0 Z a r)l Q w CD J un J Q � W O Ln In 0f - J U TYPICAL FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESEDRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME ANNA MARIA -CLASSIC DESIGN/DROWN/CH ECKLU CS / KM /LAP DATE 11.02.17 SCALE AS NOTED LPA No. TOLL -17-01056 CONTROL No. 5252 SPIFFY so] SHEET 2 OF g (2)2x6 KING STUDS (2)2x6 JACK STUDS (2)2x STUD CORNER P.T. SOLE PLATE CONC. SLAB SOLE PLATE ANCHOR OVERLAP SIDEWALL TOP PLATE GARAGE HEADER ALWAYS PLACE HEADER AT TOP OF ROUGH OPENING (2)20ga STRAPS HEADER TO JACK HTT5 W/ 5/8" THREADED ROD EPDXIED 12" HTT5 w/ -!)/8" THREADED ROD EPDXIED 12" E GARAG SOLE PLATE FLOOR ANCHOR GOAL POST. FASTEN TO STUD PACK WITH 2 -ROWS OF 16d RING SHANK NAILS 0 12" O.C. ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO STUD PACK, PER GARAGE DOOR SUPPLIER s s s s l I HTT5 Jw/ 55/11THREADED ROD EPDXIED 12" GARAGE WING WALL SECTION THICKENED SLAB EDGE AT GARAGE OPENING. NOTES: 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION GARAGE HEADER FRAMING ' 1CK STUD T DOOR ELEVATION VATION VIEW OPTION A Y4"x3Y2„ TAPCON SCREW CONC. SLAB ELEVATION VIEW OPTION B ACK STUD T DOOR SIMPSON LTT20B RECESSED IN SLAB w/Y2" THREADED ROD EPDXIED 4" FRONT ENTRY )AMB FASTENING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN WALL STRAPPING DETAIL THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MIN. (2)2x4 PT SYP #2 RATED WALL SHEATHING w/ 8d ® 6" O.C. EDGE & FIELD. PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, USE (2)2x4 SPF#2 SUPPORT. IF 6x6 IS SPECIFIED ON PLAN, USE (3)2x4 SPF#2 SUPPORT. ATTACH PORCH BEAM TO SUPPORT POST w/ (2)HTS20. ATTACH SUPPORT POST TO SOLE PLATE -11 H1FOUNDATION WITH HTT4 ANCHOR w/ 5/8 "Gx6" EMBED EPDXY ROD. U.O.N. SYP#2 PT SOLE PLATE ___- -- -. BOX COLUMN MAY BE USED III LIEU OF 4x4 OR 6x6. WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER IF PT MATERIAL IS NOT USED. BOX COLUMN DETAIL KING STUD TO TOP PLATE: SDWC15600 SCREW. SIUD TO TOP PLATE* SDWC15600 SCREW. - 0 32" O.C. 1-MSTA24 KI PLATE TO FRAMING &ELtUW CS180 32" O.C. 76WALL STRAPPING DETAIL 0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN CS18 w/7-1Ddx1Y2" EACH END O 48 O.C. STRAP CAN BE INSTALLED CITHER FACE OF STUD I FLOOR FLOOR TRUSSES USSES OR JOIST. JOIST. OPTION A STRAPPING �1 \ A / A I I r--rri A r -1r -11w Ir r-%% it r -)C A \ A THIS DETAIL ONLY APPLIES WHEN NntED ON PLAN OPTION B OVERLAP SHEATHING M a 8d ®3" FLOOR TRUSSES OR JOIST. PLAN OPTION C DROPPED BEAM WALL SHEATHING CS18 w/7-10dx1Y2" EACH END @ 48" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD IOT PLATE TO TRU Y4'x3Y2" LAG SCREI WITH ROUND WASHE 24' 0.( TOI ICCC'C 017_0nCnlnlr-I II An rn IA/AI I Ar)rNktr- TRUSS OR BEAM PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL D. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TO BOT PLATE: ;15600 SCREW. O.C. TO BOT PLATE: SDWC15600 SCREW. ® 32" O.C. 2x4 BLOCKING H3 0 EA. OUTLOOKER' STUD SPACING, SEE FRAMING PLAN Q$, SCHEDULE. 2x4 BLOCKING AT 48" O.C. BETWEEN GABLE AND FIRST INTERIOR TRUSS. CONVENTIONAL ANCHOR PER SCHEDUI NO FULL HEIGHT ANCH(_ REQUIRED. OVERLAP SIDEWALL i TOP PLATE Associates. Inc. 10" TOE NAILS (2 EA. SIDE) ALWAYS PLACE 2x4 OUTLOOKER ✓AT 24" O.C. NOTE O Lax! Beach, Florida 32250 HEADER AT PLACE GABLE END TRUSS TO THE INT. FACE OF CRIPPLE . Ph242-0908 Fax. 241-9557 1ROOF BALLOON FRAMED WALL TOP OF ROUGH FL: CA # 8344 SC: CA# 3579 SHEATHING STUD AND FASTEN TRUSS TOP OPENING GARAGE HEADER, 5-12d TOE BALLOON FRAMED WALL GARAGE HEADER, (2)20go STRAPS NAILSEACH STUDS w/ 2-0.131X3" SEE PLAN TRUSS NAILS AT EA. STUD. SEE PLAN HEADER TO JACK . . . . . . FASTEN GABLE END TRUSS FULL HTT5 w/ ` w/ HT. ANCHOR AND HA4 °� a`!✓ fV ° EA. END N JL " THREADED ROD — EPDXIED 12" 0 o STA E FAi EXTEND HEADER TO / FAR SIDE OF WALL 2 2 2 (2)MSTA24 6x6 POST AS SHOWN. (2)MSTA24 • aice Christopher J Sabourin PE 1:1, PE#71461 6 6 6 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER (2)2x6 CORNER 1" BELOW GARAGE HEADER JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A ALWAYS PLACE AND (1) SHOWN) HEADER AT KING. TOP OF ROUGH FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS OPENING IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING JACKS AND KING (STUDS, BLOCKING & SILLS) TYP. STUDS PER PLAN. HTT5 w/107 5X" THREADED ROD DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS EPDXIED 12" P.T. SOLE P.T. POST WITH ABU66 PLATE THICKENED SLAB EDGE AT w 5/g" THREADED ROD A6 GARAGE OPENING. EPDXIED 12" MIN. d � - d9 2 GARAGE CENTER ALL FRAMING wNEN GARAGE WING WALL FRAMING LESS THAN lZ" S-2 OTED - --ETAIL ONLY APPLIES WHEN NOTED ON PLAN PORCH BEAM SUPPORT POST IF 4x4 IS SPECIFIED ON PLAN, USE (2)2x4 SPF#2 SUPPORT. IF 6x6 IS SPECIFIED ON PLAN, USE (3)2x4 SPF#2 SUPPORT. ATTACH PORCH BEAM TO SUPPORT POST w/ (2)HTS20. ATTACH SUPPORT POST TO SOLE PLATE -11 H1FOUNDATION WITH HTT4 ANCHOR w/ 5/8 "Gx6" EMBED EPDXY ROD. U.O.N. SYP#2 PT SOLE PLATE ___- -- -. BOX COLUMN MAY BE USED III LIEU OF 4x4 OR 6x6. WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER IF PT MATERIAL IS NOT USED. BOX COLUMN DETAIL KING STUD TO TOP PLATE: SDWC15600 SCREW. SIUD TO TOP PLATE* SDWC15600 SCREW. - 0 32" O.C. 1-MSTA24 KI PLATE TO FRAMING &ELtUW CS180 32" O.C. 76WALL STRAPPING DETAIL 0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN CS18 w/7-1Ddx1Y2" EACH END O 48 O.C. STRAP CAN BE INSTALLED CITHER FACE OF STUD I FLOOR FLOOR TRUSSES USSES OR JOIST. JOIST. OPTION A STRAPPING �1 \ A / A I I r--rri A r -1r -11w Ir r-%% it r -)C A \ A THIS DETAIL ONLY APPLIES WHEN NntED ON PLAN OPTION B OVERLAP SHEATHING M a 8d ®3" FLOOR TRUSSES OR JOIST. PLAN OPTION C DROPPED BEAM WALL SHEATHING CS18 w/7-10dx1Y2" EACH END @ 48" O.C. STRAP CAN BE INSTALLED EITHER FACE OF STUD IOT PLATE TO TRU Y4'x3Y2" LAG SCREI WITH ROUND WASHE 24' 0.( TOI ICCC'C 017_0nCnlnlr-I II An rn IA/AI I Ar)rNktr- TRUSS OR BEAM PARALLEL TO WALL ABOVE WALL STRAPPING DETAIL D. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TO BOT PLATE: ;15600 SCREW. O.C. TO BOT PLATE: SDWC15600 SCREW. ® 32" O.C. 2x4 BLOCKING H3 0 EA. OUTLOOKER' STUD SPACING, SEE FRAMING PLAN Q$, SCHEDULE. 2x4 BLOCKING AT 48" O.C. BETWEEN GABLE AND FIRST INTERIOR TRUSS. CONVENTIONAL ANCHOR PER SCHEDUI NO FULL HEIGHT ANCH(_ REQUIRED. BALLOON FRAMED GABLE END SPLICE 2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS 0 24" O.C. 2x4 P.T. SYP No.2 BLOCKING/CLOSURE FASTEN j. w/ 3-12d TOE NAILS. RIP FDOWN TO RFOIIIRFD DEPTH PRE—ENGINEERED WOOD ROOF TRUSSES. 12d COMMON WIRE NAILS 4" O.C. STAGGERED UPLIFT—/ CONNECTOR DOUBLE TOP PLATE RAFTER TAIL DETIAL REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONI ACTLOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL_ FIELD MODIFICATIONS WHICH MAY VARY FROM, THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR "FO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. =z U Lp L m � 2 U LIJ z OZa � Q w m J LP J Q 0 O U00 m J U MISC FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE. DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME ANNA MARIA -CLASSIC DESIGN/UP.AWN/CHECKED CS � KM � LAP DATE 11.02.17 SCALE AS NOTED LPA No. TOLL -17-01056 CONTROL No. 5252 SPIFFY so.Iz SHEET 3 OF 9 Lou Pontigo and i Associates. Inc. 10" TOE NAILS (2 EA. SIDE) 420 Osceola Avenue 2x4 OUTLOOKER ✓AT 24" O.C. NOTE O Lax! Beach, Florida 32250 PLACE GABLE END TRUSS TO THE INT. FACE OF . Ph242-0908 Fax. 241-9557 1ROOF BALLOON FRAMED WALL FL: CA # 8344 SC: CA# 3579 SHEATHING AND FASTEN TRUSS TOP AND BOTTOM CHORDS TO 5-12d TOE BALLOON FRAMED WALL NAILSEACH STUDS w/ 2-0.131X3" TRUSS NAILS AT EA. STUD. ��F`estitat ttitrtt;;�. FASTEN GABLE END TRUSS FULL ` w/ HT. ANCHOR AND HA4 °� a`!✓ fV ° EA. END N JL o STA E FAi • aice Christopher J Sabourin PE 1:1, PE#71461 BALLOON FRAMED GABLE END SPLICE 2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS 0 24" O.C. 2x4 P.T. SYP No.2 BLOCKING/CLOSURE FASTEN j. w/ 3-12d TOE NAILS. RIP FDOWN TO RFOIIIRFD DEPTH PRE—ENGINEERED WOOD ROOF TRUSSES. 12d COMMON WIRE NAILS 4" O.C. STAGGERED UPLIFT—/ CONNECTOR DOUBLE TOP PLATE RAFTER TAIL DETIAL REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONI ACTLOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL_ FIELD MODIFICATIONS WHICH MAY VARY FROM, THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR "FO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. =z U Lp L m � 2 U LIJ z OZa � Q w m J LP J Q 0 O U00 m J U MISC FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE. DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME ANNA MARIA -CLASSIC DESIGN/UP.AWN/CHECKED CS � KM � LAP DATE 11.02.17 SCALE AS NOTED LPA No. TOLL -17-01056 CONTROL No. 5252 SPIFFY so.Iz SHEET 3 OF 9 00 I Ln CD STAIRS BY BUILDER L �t- 0 N 24"x24" MASONRY PIER BUILT INTEGRALLY w/ STEMWALL. REINFORCE Fwl 2-#5 VERTICAL DOWEL BARS. TOP PIER IS 6" ABOVE PAVERS (3 PLACES) 12'-0" 10' - 0" nil ti 1 2'-0" WIDTH O I 2' -0 F2.0 N 2'-0" 1'-0" 00 I Ln CD STAIRS BY BUILDER L �t- 0 N 24"x24" MASONRY PIER BUILT INTEGRALLY w/ STEMWALL. REINFORCE Fwl 2-#5 VERTICAL DOWEL BARS. TOP PIER IS 6" ABOVE PAVERS (3 PLACES) 12'-0" 10' - 0" nil ti 1 MONO FOOTING TO F F3 0 S1g01 I STEMWALL w/ 2-#5x30" - S1101 I I S1901 3 j I DOWELS EPDXIED 6" MIN. I I 6 8 I I (TYP.)� S1.01 S1.01 1 9 I S1.01 PAVERS BY OTHERS L 8 -' S1.o1 IT,00 L------ �F3.0 I PROVIDE SAW CUTS PER 4" CONCRETE SLAB w/ -_ 5/S1.01, BUILDER TO FIBERMESH © 1.5 LBS/CU.YD.- ? COORDINATE WITH FINISH OF CONCRETE OR 6x6 W1.4 W1.4 6 » FLOOR MATERIAL. WWF ON 6MIL VAPOR BARRIER S1.01 1 -0 IN PREPARED GRADE. I PAVERS I SLIDING GLASS DOOR 8 I BY OTHERS FRAI SEEMES MUST ARCH ARCHITECTURAL ED S1.01 URAL PLANI FOR LOCATON OF SLIDING GLASS DOORS. I F Ll a I F3.01 N I 9 S1.01 FF. J 3'-10" 3'-10" 11'-1" - _gj -0 - -- _ F2 30,-4 )$ 24"x24" MASONRY PIER BUILT INTEGRALLY w/ STEMWALL. REINFORCE w/ 2-#5 VERTICAL DOWEL BARS. TOP PIER IS 6" ABOVE PAVERS (3 PLACES) STAIRS BY BUILDER 2,_0„ I ��-- ----I -------- 8' 0>, _ 6 _- --- ISOLATED FOOTING-. S1.01 6 I F2 0 I I SEE DETAIL I -^' I L 51.01 8 11 /S1.01 (TYP.) N _ ( I7777 S13o1 L F3.0S1.01 STAIRS BY BUILDER F3.0 6 7g 6 =- 6 I-- I - S-1.01MONO FOOTING TO S1.01 S1.01 9 ISTEMWALL w/ 2-#5x3O' S1.01 DOWELS EPDXIED 6" MIN. LLi6FT7 1.0101S1 - � JI �I -4 [�(s ., o - S1.01 g'-2" 12'-7" 6' 0" 4'-2" 7 8" - I I I 06 00 !! PROVIDE 2-#4x4'-0" S1.01 F3.0 3.0 CORNER CRACK BARS ---�- Z_------� ! AT SLAB MID -DEPTH. F2.0 S1.01 I 1 1.01 4'- 0„ 20-3)/2)) 0, - 3y2„ ! 29)-4)/2)) FOOTING SCHEDULE AND NOTES TYPE 8,-0" WIDTH 6'-0" 2' -0 F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 �I I 2'-6" _ � MONO FOOTING TO F F3 0 S1g01 I STEMWALL w/ 2-#5x30" - S1101 I I S1901 3 j I DOWELS EPDXIED 6" MIN. I I 6 8 I I (TYP.)� S1.01 S1.01 1 9 I S1.01 PAVERS BY OTHERS L 8 -' S1.o1 IT,00 L------ �F3.0 I PROVIDE SAW CUTS PER 4" CONCRETE SLAB w/ -_ 5/S1.01, BUILDER TO FIBERMESH © 1.5 LBS/CU.YD.- ? COORDINATE WITH FINISH OF CONCRETE OR 6x6 W1.4 W1.4 6 » FLOOR MATERIAL. WWF ON 6MIL VAPOR BARRIER S1.01 1 -0 IN PREPARED GRADE. I PAVERS I SLIDING GLASS DOOR 8 I BY OTHERS FRAI SEEMES MUST ARCH ARCHITECTURAL ED S1.01 URAL PLANI FOR LOCATON OF SLIDING GLASS DOORS. I F Ll a I F3.01 N I 9 S1.01 FF. J 3'-10" 3'-10" 11'-1" - _gj -0 - -- _ F2 30,-4 )$ 24"x24" MASONRY PIER BUILT INTEGRALLY w/ STEMWALL. REINFORCE w/ 2-#5 VERTICAL DOWEL BARS. TOP PIER IS 6" ABOVE PAVERS (3 PLACES) STAIRS BY BUILDER 2,_0„ I ��-- ----I -------- 8' 0>, _ 6 _- --- ISOLATED FOOTING-. S1.01 6 I F2 0 I I SEE DETAIL I -^' I L 51.01 8 11 /S1.01 (TYP.) N _ ( I7777 S13o1 L F3.0S1.01 STAIRS BY BUILDER F3.0 6 7g 6 =- 6 I-- I - S-1.01MONO FOOTING TO S1.01 S1.01 9 ISTEMWALL w/ 2-#5x3O' S1.01 DOWELS EPDXIED 6" MIN. LLi6FT7 1.0101S1 - � JI �I -4 [�(s ., o - S1.01 g'-2" 12'-7" 6' 0" 4'-2" 7 8" - I I I 06 00 !! PROVIDE 2-#4x4'-0" S1.01 F3.0 3.0 CORNER CRACK BARS ---�- Z_------� ! AT SLAB MID -DEPTH. F2.0 S1.01 I 1 1.01 4'- 0„ 20-3)/2)) 0, - 3y2„ ! 29)-4)/2)) FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-O" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION FLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERA, FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEF ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FPS'.. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION ANI FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLA SCALE: 1/4" = 1'-0" 93'-0" SAWCUT U 2'- 0" 16' 0" 10B F3.0 S1.01 3 S1.01 SAWCUT U • Q - - - - - Q - c'I Cf)I I I SAWCUT SAWCUT i I LO I �I I CI I I I ;Y, I Do O N 2'-0„ - - - - - N - DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL N .. LO I I 1'-0" 5YMUiULS LI-LiENI 1 - - - - - DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL i DESIGNATES SLAB RECESS LQ t�ssociates, Inc. 4.•20 Osceola Avenue )ax, Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 e�eeeeeeae�uuum»pupa � {{�� >» aas +, kAE R y No. 44 � , � e .,0 ? STAT 3➢'r:.',4i3if6iiaSer Christopher I Sabourin PE FL PE#71461 REVISIONS DATE i FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO Et ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING. OR '. INSPECTION FEES. = Z U � � w D w m J = U Z OZa L < LLJ m J � J Q � W O Ln z 00 J U FOUNDATION PLAN LR,F SCALE DIMENSIONS FROMAWINGS. IF A DIMENSION ISLEAR REFER TO THECTURAL DRAWINGS ORNTACT THE E.O.R. PLAN NAME ANNA MARIA - CLASSIC DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 11.02.17 SCALE AS NOTED LPA No. TOLL -17-01056 CONTROL No. 5252 SH EEI s10 SHEET 4 OF 9 AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING LAYOUT PLAN AND PERMANENT LATERAL SUPPORT DETAIL. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) f-12)) HOOK INTO SLAB. MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. SLAB ON GRADE, ---- SEE PLAN. GRADE OR CONC. SLAB, SEE PLAN. z af #4 DOWEL TO MATCH VERT. STEMWALL SCHEDULE CMU REINFORCING COURSES R 1 TO 6 #4 VERT. @ 48"O.C. 7 TO 10 #4 VERT. @ 24"O.C. 11 TO 12j #4 VERT. @ 8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. STEMWALL REINFORCING (SEE 00 \� SCHEDULE) /REINFORCINGOO 4 FOOTING LAP VERT -\ 25" IF STEMWALL IS GREATER • ' THAN (3) COURSES. CONT. CONCRETE FOOTING 8"d x 16"w 1—STORY, w/(2)#5 CONT. 10"d x 20"w 12—STORY, w/(3)#4 OR (2)#5 CONT. STEMWALL FOOTING SCALE: 3/4" = 1'-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CORNER BARS (TYPICAL) 12" HOOK INTO SLAB. --� SLAB ON GRADE, SEE PLAN. 8" CMU STEM WALL W/_\ #4 VERTICAL DOWELS @ 24" O.C. 90` BEND INTO FTG. CONTINUOUS CONCRETE • FOOTING r SLAB ON \ GRADE— e� f SEE PLAN 3" CLEAR Q 10"x20" J U w/ 2—#5 CONT. STEMWALL AT GARAGE SCALE: 3/4" = 1'-0" TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1 SLAB ON GRADE, SEE PLAN. ALT. FOOTING AT •�\� BUILDERS DISCRETION. #3 @ 48" O.C. OR ROD CHAIRS (TYP.) 12" w/(2)#5 CONT. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 1-#5 CONT., PROVIDE 52„ CORNER BARS (TYP.) SEE 7B/S1.01 SEE ARCH PLAN , SLAB ON GRADE SEE PLAN. SHOWER PAN SLOPES TO DRAIN, SEE ARCI- zFT PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. 00 \\\ • \/ STEMWALL, SEE 1 S1.01 2 FOOTING W/ SHOWER RECESS S1.01 (IF REQUIRED) 1" DEEP SAWCUT w/ SLAB ON GRADE, ELASTOMERIC SEALANT SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CO C. PLACEMENT. 5 S1.0 SAW CUT DETAIL BOND BEAM w/1—#5 X Q - 0 GRADE OR CONC. SLAB, SEE PLAN.\` 4 a PAVER BY /OTHERS j 8" MASONRY STEM WALL w/ '\ 1—#4 @ 48" O.C. 12" THICK x 20" WIDE w/ (2)#5 CONT. MONOLITHIC EDGE FOOTING 9 PORCH STEM WALL S1.01 i WALL FRA IN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. 8" CMU OPEN BOTTOM LINTEL BLOCK w/ 1—#5 CONTINUOUS SLAB ON GRADE— SEE PLAN} SLAB ON GRADE, SEE PLAN. / oo \ OPTIONA 8"x16" 1—STORY, w/(2)#5 CONT. 2" F! AI 8"x20" 2—STORY, w/(2)#5 CONT. BEARING AT INTERIOR • • Q \ 3" CLEAR w __j 10"x20" w/ 2—#5 CONT. GARAGE STEM WALL (IF REQUIRED) MATCH DOOR/—,3/4" RECESS WIT SEE ARCH. SLAB ON GRADE, SEE PLAN. PAVI G BY a Y B ILDER 12' x12' 1#5 CONT. E.J. DETAIL 10B MATERIAL SLAB ON GRADE, SEE PLAN. \\ T KENED EDGE 8"x8" wf 1—#5 CONT. DETAIL 10A -ruirrvcK Ian C1 AD SOLE PLATE ANCHOR, SEE 3/SO.0 8 CMU STEM WALL W/ #4 VERTICAL DOWELS @ 24" O.C. 90° BEND INTO FT . I CONTINUOUS CONCRETE FOOTING STEP, SEE ARCH. (4" MAX.) EQUAL TO SLAB THICKNESS. 7B @ SLAB RECESS WALL FRAMING BRICK VENEER IS ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. i STEP, SEE ARCH. PLAN SLAB ON - GRADE, 00 SEE PLAN. . . 3" —4- 8"x16" 1—STORY, w/(2)�5 CONT. 8"x2O" 2—STORY, w/(2)#5 CONT, MONO. FOOTING AT STEP-DOWN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON GRADE, SEE PLAN. ALT. FOOTING AT BUILDERS DISCRETION. 24" 3—#4 HOOKED VERTICALS 8" O.C. 8" I.JL/L/n ILLI I 1114\7, \—REINFORCING , SEE PLAN SEE SCHEDULE. ISOLATED FOOTING UNDER MONOLITHIC EDGE Lou Pontigo and Associates, Inc. 4120 Osceola Avenue lax Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 REVISIONS DATE FIELD ALTERATION CONRACI OR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. T Z U 0 Ln wDLf) w m J Q T U Z OZa ry Q w m J U') F- J Q � O Ln m 00 J U FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSION IS UNCLEAR REFER l -O THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ANNA MARIA — CLASSIC DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 11.02.17 SCALE AS NOTED LPA No. TOLL -17-01056 CONTROL No. 5252 S 1-1 E ET S1.01 SHEET 5 OF g R M No. 4 • G E P :a ��: Vii.°`' "°•"� � �v '—' �9 .� Christopher I Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONRACI OR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. T Z U 0 Ln wDLf) w m J Q T U Z OZa ry Q w m J U') F- J Q � O Ln m 00 J U FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSION IS UNCLEAR REFER l -O THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ANNA MARIA — CLASSIC DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 11.02.17 SCALE AS NOTED LPA No. TOLL -17-01056 CONTROL No. 5252 S 1-1 E ET S1.01 SHEET 5 OF g CANTILEVER BEAM PAST SEE 3/SO.1 FOR BEAM POST TO SUPPORT CONN. (TYPICAL) TRUSS ABOVE (3)2x12 2/2 11 (2)2x12 - - - - - I PROVIDE MIN. Ll HUC210-2 (2)INTERMEDIATE HANGER JACK STUDS. l i STRAP HEADER EA. END w/ MSTA24 X I r) o PROVIDE MIN. (2)INTERMEDIATE v JACK STUDS. 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL I M 2/S0.1. (TYPICAL) cn I S1.1 II j N J J � J I I n oro DO J I SHEATH CONT. PRIOR TO FRAMINGSTRAP HEADER EA. I POCKET FOR SGD-L--.,Ij END w/ (2)MSTA24 i co I (2)2x6-1 /1 (3)2x6 SPF#2 (2)2x12 � / I POST. I. I W II' PROVIDE MIN. it o (2)INTERMEDIATE I Q JACK STUDS. FASTEN STUDS 0 m CN TOP & BOTTOM w/ SDWC15600 !' ! wI m I (2)2x6-1 /1 SPF x6 PF #2 POST. (3)2x6 SEE 3/SO.1 FOR BEAM SPF#2 POST. (2)2x$-1/1 (2)2x8-1/1 CONN. (TYPICAL) o o O I -- 0 0 © FASTEN TOP I 6x6 P.T. SYP#2 POST ----r- OF WALL PER I w/ABU66. SEE DETAIL DETAIL 5 'S0.1. III 2/S0.1. (TYPICAL) PROVIDE MIN. Nf PLATE ANCHOR SPACING SCHD �I L.� ERIOR WALL 42" O.C. UNLESS LIJ SHEARWALLS 24" O.C. (SW �I I •o 'id mow`` --+ (4)2x6 POST BELOW POST ABOVE. PROVIDE SQUASH BLOCKING IN FLOOR SEE NOTE 2 SYSTEM TO POST BELOW. ANCHOR LEGEND X 3/�" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/S0.1 (2)2x4 GIRDER SPF#2 FG01 STRAP HEADER EA POST. BOVE END w/ MSTA24 2x4 SPF#2 STUDS @ 12" O.C. (2)PLY 9.5" LVL -2/2 BRACE TOP OF WALL PER- - - 1 /SO.1, SIM. = I� (3)2x4 SPF#2 POST. (3)2x6 -SPF#2 POST. BEAM FB02 ABOVE I C� 2)2x8- ILO (2)INTERMEDIATE JACK STUDS. OSB WALL SHEATHING. (2)2x12-2/2 OPEN TO \ ABOVE 2x4 SPF#2 STUDS @ 12" O.C. i X N N wim IMPORTANT NOTE: INSTALL 4 SYP#2 TOP N PLATES @ 10'0" ELEVATION. X I FASTEN PLATES w/(2)ROWS N I Y4" SDS SCREWS @ 12" O.C. HUC210-2 HANGER }--1 -4=====N1,\ CANTILEVER BEAM PAST CO POST TO SUPPORT SEE DETAIL N TRUSS ABOVE 2/SO.2. SEE DETAIL (2)2x12-1 /-1 /SO. 2. -:.- - - - - - -- - _ ---__ - i _ ----a- -7-A I co STRAP HEADER EA. I- GARAGE HEADER 4-J GARAGE HEADER END w/ M TA24 SEE DETAIL1 (2)PLY 14" LVL -2/2 1 /S0.2 SIM. (3)2x12-2/2 - N 1 SHEATH CONT. THRU PERPENDICULAR WALL N OSB WALL SHEATHING. (4)2x4 SPF#2 POST. N (2)2x6-1/1 C (2)2x6-1/1 (2)2x6-1/1 FIRST FLOOR FRAMINPLAN SCALE: 1/4" = 1'-0" � I PROVIDE MIN. �- _ (2)INTERMEDIATE JACK STUDS. N I TRELLIS BY BUILDER FASTEN TOP OF WALL PER M DETAIL 5/ 0.1. cin x I N SHEARWALL NOTE: SW: 3/6 SW: /6 DESIGNATES SHEARWALL NAILING - 8d @ 3" EDGE AND 6" "FIELD" SOLE PLATE ANdHORS - SEE SCHEDULE ON ON D TAIL 3/SO4 SOL PLATE ANCHOR SPACING SCHD ALL EX ERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEARWALLS 24" O.C. (SW d®3"/6") •o 'id mow`` --+ SOLE PLT o f L WHEN NOTED ON PLAN FOR SUPPORT HEADER. SEE NOTE 2 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/!30.O 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT ® 36" = 36" ON CENTER SPACING SHEATHING NAILER CRIPPLE STUDS '7 @ 16"o.c, NAIL TO ADJACENT STUD w/3 -10d COMMONS WALL SHEATHING - (2)2X8 SYP#2_ PLATE 10d COMMONS @ 6"o. c 2x4x12" LONG ADJACENT TO STUD. FASTEN TO HEADER WITH 2-SDWC15600 SCREWS. (2)SDWC15600 INTO EA. TRUSS WALL SHEATHING CONTINUOUS. WALL SHEATHING CONNECTING BUCK AND PLATE w/8d @ 3" EACH SIDE wnnn PPAkAPn Neon oRn\iP: ci }nll\l(r r} occ SYMBOLS LEGEN1J DESIGNATES SHEARWALL. Ti E HIDDEN LINE DESIGNATES SIDE OF rVALL THE SW 3 6 SHEARWALL SHEATHING TO BE APPLIED. 8d @ b1 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE OF FIELD" •o 'id mow`` --+ DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. ---- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X 3/�" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/S0.1 X55 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 V A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 / �� 5/a" A307 DIAMETER THREADED �``J�j�5 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/S0.1 SIMPSON HTT5 SEE DETAIL 15/SO.1 A . SIMPSON DTT2Z SEE DETAIL 15/S0.1 SIMPSON LTT208 SEE DETAIL 15/S0.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1„ 2x4 SPF#2 @ 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.0 EXTERIOR 10-1 TO 14'-0" 2x6 SPF#2 @ 16" O.C. INTERIOR 10 A X 2x4 SPF#2 @ 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. STUD NOTES• 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1 /SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1 /SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O GENERAL NOTES 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. SEE WALL. STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.O FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN I THIS END w/ 9-10d. II WALL FRAMING--/ ;II w ca y�c, J 1� NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. I I II � w WALL FRAMING --/III I L CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax, Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 �;,i ,516ilSr[fftrrfffflttrre,,y+a O•y •• Al OF p+� ••, •o 'id mow`` --+ Christopher ! Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MOOIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ;ALTERNATIONS MADE PRJOR TO BEING APPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TZ ULLj � Lu L.Lj C) J = U Z OZa ry Q w m J � J Q LLJ O Ln00 m J U FIRST FLOOR FRAMING PLAN DONOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME ANNA MARIA - CLASSIC DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 11.02.17 SCALE AS NOTED LPA No. TOLL -17-01056 CONTROL No. 5252 SHEET S1.1 SHEET 6 OF 9 Plotl D Length Products Product F1302 18-06-00 Manuf Product Qty onCENTERO LVL 2.0E 1 3/4" x 18" FB01 17-00-08 Q W onCENTER® LVL 2.0E 1 3/4" x 18" PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. Irz�_ LL FT01 f, 2 FT01, S1.2 FT01 FT01 FT01' T28 T28 ' T28 I I T27 SO.1 l AN N HTS1 "If w EJ06 EJ06 EJ06 'I EJ06 I I I!I 8 EJ06 S0.2 EJ06 RAFTER TAILS, SEE DETAIL 8/SO.2 T22 2ND STORY POST SET DIRECTLY ON BEAM BELOW I 2X12 BLOCKING j BETWEEN EACH —� JOIST �j PORCH BEAM, SEE PLAN. I I I (2)CS18 POST TO POST I I IST STORY POST. SEE PLAN. 2 DECK DETAIL N Plies Net Qty 2 2 2 2 1 Floor Truss Connector List Manuf Product Qty USP USP HD26-2 1 THD46 11 Roof Truss Conne for List Manuf Product Qty USP JUS24 4 USP THD26 12 If 2 S0.1 N n N 6 N N 6 N N N j! N N N N N NI N n L N N n ch 't L0 Ln Lr) Ln Lo 00 0 0 0 0 0 O s o o 0 0 0 oar o 0 0 0 0 0 0 0 0 0 0 LL IL LL LL LL LL LL U_ �I LL LL LL _ _ LL._ __LL. u_ .' u_ Lt- C IL _. u- LL LL I L LL LL u- (3)PLY GIRDER TRUSS. TRUSS DESIGNER TO OSB BLOCKING PER LIMIT DEFLECTION TO 1" DETAIL 5E/S0.1 OSB BLOCKING PER DETAIL 5E/S0.1 II 1 PROPOSED LOCATIONFOR STRONG BACKS INSTALL P R TRUSS ENGINEERING r All t, PROPOSED LOCATION FOR STRONG BACKS INSTALL PER TRUSS ENGINEERING SHEATH WALL CONT. THRU LOW ROOF TO 2ND LEVEL BOTTOM PLATE. I TRUSS TO TOP PLATE w/ SDWC15600 2)HTS16 FRAME UPPER LEVEL STUDS CONT. FROM 1ST LEVEL TOP PLATE TO ND LEVEL TOP PLATE. DO NOT FRAME KNEEWALL AT FLOOR SYSTEM ELEVATION. - - - DIAGONAL HTS16 50.1 o 0 0 0 0 l o 2X4 WALL SHEATHING. BLOCKING AROUND POST OSB BLOCKING BETWEEN EACH FLOOR TRUSS. SEE 5E/S0.1 SHEATHING. SDWC15600 SDWC15600 SHE=ATH WALL CONT. THRU LOW ROOF TO BEAM BELOW. EXTERIOR BEARING WALL. 16d COMMONS 8" ON CENTER FLOOR SHEATHING FLOOR TRUSS. EXTERIOR BEARING WALL. I1 BRACES PER 1/S1.2 T iLW04= I SHEATH WALL CONT. THRU LOW ROOF TO 2N1 LEVEL BOTTOM PLATE. o C JUS24 (2)HTS16 EJ14 CD _ � � C��Q RAFTER TAILS, SEE DETAIL 8/SO.2 TRUSS ROOF RAFTER NOTES: STRAPPING NOT S 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WIT -1 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" j 2 SO.1 SHEATH WALL CONT. THRU LOW ROOF TO 2ND LEVEL BOTTOM PLATE. PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. CONT \h/A I 1 SHE E 2ND LVL FLR ELEV FRAME UPPER LEVEL STUDS CONT. TO 2ND LEVEL TOP PLATE. 8 SO.2 8 SO.2 RAFTER TAILS, SEE DETAIL 8/SO.2 RAFTER TAILS, SEE DETAIL 8/SO.2 DIAGONAL BRACES SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES• 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3.', FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0, 4.! WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS Lou Pontigo and Associates. Inc. 420 Osceola Avenue Jaxl Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CGA # 8344 SC: CA# 3579 p000 ® No 61 r c i k ~J ' a rtyOFCIA `! G STUD DIRECTLY<,f'il-> •�. �I ` i�C�� ��` BELOW TRUSS TOP PLATE TO d,'/' SDWC15600 STUD SDWC15600 Christopher I Sabourin PE FL PF.#71461 TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE Rafter to Top Plate shown Truss to Top Plate similar STUD DIRECTLY BELOW TRUSS Y"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. FIELD ALTERATION CONTRACI-ORSHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING'iAPPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SIMPSON SDWC INSTALLATION RANGE U Z - Q W J O f— J _ J) W C] S0.1 N� j W = U LLJ TRELLIS BY BUILDER Lij OQ LJ > w:2wJww J O F— z J SHEATH WALL CONT. w � Q THRU LOW ROOF T Y w0 LJ w BEAM BELOW. F--:F__Z —I Q :D 00 J w LLJ J Q 0> 0 0 0 ftD_jz 00 01 LL (2)HTS16 (0 LIU I6) �ILL L JLL CD 0 p CD N p p N ILL LL L_ LL H :+ LL t _FM ILL T 1 )HT (2 S16 EJ13 HTS16 50.1 o 0 0 0 0 l o 2X4 WALL SHEATHING. BLOCKING AROUND POST OSB BLOCKING BETWEEN EACH FLOOR TRUSS. SEE 5E/S0.1 SHEATHING. SDWC15600 SDWC15600 SHE=ATH WALL CONT. THRU LOW ROOF TO BEAM BELOW. EXTERIOR BEARING WALL. 16d COMMONS 8" ON CENTER FLOOR SHEATHING FLOOR TRUSS. EXTERIOR BEARING WALL. I1 BRACES PER 1/S1.2 T iLW04= I SHEATH WALL CONT. THRU LOW ROOF TO 2N1 LEVEL BOTTOM PLATE. o C JUS24 (2)HTS16 EJ14 CD _ � � C��Q RAFTER TAILS, SEE DETAIL 8/SO.2 TRUSS ROOF RAFTER NOTES: STRAPPING NOT S 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WIT -1 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED FLOOR AND ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" j 2 SO.1 SHEATH WALL CONT. THRU LOW ROOF TO 2ND LEVEL BOTTOM PLATE. PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. CONT \h/A I 1 SHE E 2ND LVL FLR ELEV FRAME UPPER LEVEL STUDS CONT. TO 2ND LEVEL TOP PLATE. 8 SO.2 8 SO.2 RAFTER TAILS, SEE DETAIL 8/SO.2 RAFTER TAILS, SEE DETAIL 8/SO.2 DIAGONAL BRACES SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES• 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3.', FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0, 4.! WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS Lou Pontigo and Associates. Inc. 420 Osceola Avenue Jaxl Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CGA # 8344 SC: CA# 3579 p000 ® No 61 r c i k ~J ' a rtyOFCIA `! G STUD DIRECTLY<,f'il-> •�. �I ` i�C�� ��` BELOW TRUSS TOP PLATE TO d,'/' SDWC15600 STUD SDWC15600 Christopher I Sabourin PE FL PF.#71461 TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE Rafter to Top Plate shown Truss to Top Plate similar STUD DIRECTLY BELOW TRUSS Y"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. FIELD ALTERATION CONTRACI-ORSHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING'iAPPROVED BY LOU PONTIGO 6 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DECK 10 ;KING w/ 8d ✓ ON @ 3" O.C. ZOOF RUSS 2x4 BLOCKING @ 48" O.C. FASTEN EA. END w/ SDWC15600 SCREW INSTALLED SIMILAR TO TOE—NAIL APPLICATION. STUD NOT DIRECTL O Z n BELOW TRUSS SDWC15600 ry Lij Note: Reference detail 2a for installation angle limit Q W v , SDWC INSTALLATION Rafter to Top Plate shown o (Truss to Top Plate similar) LLJ a oX y • z STUD NOT DIRECTL BELOW TRUSS ®Do not install SDWC in hatched area o 0 SDWC15600 ( 1 Overhang 1 1/2" MIN 2" MAX DWC INSTALLATION RANGE FLOOR AND ROOF TRUSS Rafter or Truss PLACEMENT h'" minimum edgep" distance for full PLAN values (with or Splice may be in upper or without a plate lower plate splice) DO NOT SCALE DIMENSIONJ14 THESE DRAWINGS. IF A DIMEUNCLEAR REFER TO Ty„from top plate.. ARCHITECTURAL DRAWINsplice OffsetCONTACT THE E.O.R for full values �[T'I NOT DIRECTL ELOW TRUSS PLAN NAME ANNA MARIA — CLASSIC DESIGN/DRAWN/CHECKED CS / KM /LAP DATE SDWC AT TOP PLATE SPLICE 11.02.17 SCALE AS NOTED LPA No. TOLL -17-01056 CON-1ROL No. 5252 SHEET 51.2 SHEET % OF g SIMPSON SDWC INSTALLATION RANGE U Z - Q W m®v J) W C] S0.1 N� j W = U LLJ TRELLIS BY BUILDER DECK 10 ;KING w/ 8d ✓ ON @ 3" O.C. ZOOF RUSS 2x4 BLOCKING @ 48" O.C. FASTEN EA. END w/ SDWC15600 SCREW INSTALLED SIMILAR TO TOE—NAIL APPLICATION. STUD NOT DIRECTL O Z n BELOW TRUSS SDWC15600 ry Lij Note: Reference detail 2a for installation angle limit Q W v , SDWC INSTALLATION Rafter to Top Plate shown o (Truss to Top Plate similar) LLJ a oX y • z STUD NOT DIRECTL BELOW TRUSS ®Do not install SDWC in hatched area o 0 SDWC15600 ( 1 Overhang 1 1/2" MIN 2" MAX DWC INSTALLATION RANGE FLOOR AND ROOF TRUSS Rafter or Truss PLACEMENT h'" minimum edgep" distance for full PLAN values (with or Splice may be in upper or without a plate lower plate splice) DO NOT SCALE DIMENSIONJ14 THESE DRAWINGS. IF A DIMEUNCLEAR REFER TO Ty„from top plate.. ARCHITECTURAL DRAWINsplice OffsetCONTACT THE E.O.R for full values �[T'I NOT DIRECTL ELOW TRUSS PLAN NAME ANNA MARIA — CLASSIC DESIGN/DRAWN/CHECKED CS / KM /LAP DATE SDWC AT TOP PLATE SPLICE 11.02.17 SCALE AS NOTED LPA No. TOLL -17-01056 CON-1ROL No. 5252 SHEET 51.2 SHEET % OF g 4x4 P.T. SYP#2 POST SET DIRECTLY ON BEAD BELOW. STRAP TO POS BELOW w/ (2)CS18 (2)2x12 1' N 1 X N N (2)2x12 7777= - SEE 3/S0.1 FOR BEAM CONN. (TYPICAL) J N Q 3: 0 O 0 � O J r' J w Q a- 3: 3 > Q 0 �w �m SHEATH WALL CONT. THRU LOW ROOF TO 2ND LEVEL BOTTOM PLATE. N 0 Q w r m J O Q w � o Q� w Q Of O H J w m SHEATH WALL CONT. THRU LOW ROOF TO BEAM BELOW. N I I \ I N I 0 STRAP HEADER I I ; PER 7/S0.1 CS18 II I - k [ I S18 X N S18 I _ I I I I CS18 I j 0 X I N N �. II CS18 I I I I I' CS18 I 00 X N I CS18 li II -CS18 [C14 Is \ i? I cD X N ; N SW: 3/6 (2)2x6-1/1 (2)2x6-1 CS18 @ BOTTOM OF STUD WHERE NOTED. SEE DETAIL AT BOTTOM RIGHT OF PAGE. I\ d (3)2x6 SPF#2 POST. (2)2x10-2/1 00� 00 (n 1 0 U' U 1 STRAP HEADER PER 7/SO.1 PROVIDE MIN. (2)INTERMEDIATE JACK STUDS. Un D1 0_ PROVIDE MIN. 1 (2)INTERMEDIATE JACK STUDS. )PEN TO BELOW CS18 N I cs18 I� GS18 SHEATH WALL CONT. THRU LOW ROOF TO 2ND LEVEL BOTTOM PLATE. a I o 3 _j H O J z -j O w m w Z ~ LiY >- UQ 0 w J _J Q'G-DO O �0 m O X J J N ~O w 3�ZQ woo V 4 S0.1 i X N N I u, X N N SHEATH WALL CONT. THRU LOW ROOF TO 2N LEVEL BOTTOM PLATE. SHEATH WALL CONT. THRU LOW ROOF TO BEAM BELOW. SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" m SYMBOLS LEGEND DESIGNATES SHEARWAL_. THE HIDDEN LINE DESIGNATES SIDE JF WALL THE SW 316 SHEARWALL SHEATHING TO BE APPLIED. 8d @ S3 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. ---- BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X 3/h" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 5/ A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 3/a" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 ADIAMETER THREADED ROTER ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/SO.1 . SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT20B SEE DETAIL 15/S0.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 @ 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 @ 16" O.C. 1o'-0" INTERIOR MAX 2x4 SPF#2 @ 16" O.C. 2x6 SPF#2 ®i6" O.C. or INTERIOR 12'-0" MAX 2x4 SPF#2 @ 12" O.C. STUD NOTES-- 1.) OTES:1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" D.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 GENERAL NOTES 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. II II II II 11' O WALL FRAMING--/" ;11 w co 111 z FLOOR TRUSSES OR JOIST. WALL NO NAILS REQUIRED IN CLEAR SPAN z O J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d Lou Pon tigo and Associates. Inc. 420 Osceola Avenue Jaxl Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 411 r' ' VV i„1 a O N o 1 61 wy ' + 4' ~. STT OF Christopher J Sabourin PE FL PE#71461 REVISIONS DATE i FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAILING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING! APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME ANNA MARIA - CLASSIC DESiG N/DRAW N/CHECKED GS / KM LAP DATE 11.02.17 SCALE AS NOTED LPA No. ' TOLL -17-01056 CONTROL No. ' 5252 SHEET S1.3 SHEET 8 OF 9 RAFTER TAILS, SEE DETAIL 8/SO.2 2 SO.1 PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/SO.1. 10 RAFTER TAILS, 8 2 S0.2 so.1 SO.1 SEE DETAIL 8/SO.2 (2)HTS16 T38 MC 1926, >� des 37 TH IX r 37 / 1 / \ / \ / > \ THD26 T37 I~ -HT 1,6 /. THD26 ' 37 ��11 /,\\\ 7 THD26 S 0.1 T37 THD26 T37� \ !' THD26 J — THD26 T37==_ --_=---, C.J (2)HTS16- RAFTER TAILS, T36 = - SEE DETAIL 8/SO.2 i T36 L 8 77 T36 S0.2 T36 T36 T36 T36 l\ I\ l\ I\ l 1 T36 10 SO.1 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 SCREW UNLE`)'S OTHERWISE NOTED 8 SO.2 ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" ELI M J 8 RAFTER TAILS, So.2 SEE DE AIL 8/SO.2 5 RAFTER TAILS, SEE DETAIL 8/SO.2 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'A" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS .11 SS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 22Y' 10• O' 30' 11IM111111"WA --- --- /Y..Max SDWC15600 TOP PLATE TO STUD SDWC15600 te: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. Lou Pontigo and ssociates, Inc. 20 Osceola Avenue Jax! Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 i lllyltii! = SI)dyl� U _S 7* No. 1 - STA r` NAL °1 " d73d lSSltia. ChristbpIner J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACT OR SHALLCONTACTLOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROMii..THE INTENT OF THE ORIGINAL CONpTRUCTION DOCUMENTS. ANY FIELD ,,LTERNATIONS MADE PRIOR TO BEING IAPPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SIMPSON SDWC INSTALLATION RANGE Z _V V V) 1 ® m ISL m W U = z STUD NOT DIRECTL O Z In BELOW TRUSS SDWC15600 ry 4< Note: Reference detail 2a for installation angle limit W DWC INSTALLATION Rafter to Top Plate shown Q (Truss to Top Plate similar) Lij 0 Z A STUD NOT DIRECTL Ln � mM BELOW TRUSS W ®Do not install SDWC in hatched area O O SDWC15600 J � Overhang 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE Ni'" minimum edge distance for full values (with or — without a plate splice) X" from top plate . f splice Offset for full values Rafter or Truss Splice may be in upper or —lower plate DWC AT TOP PLATE SPLICE STUD NOT DIRECTLY BELOW TRUSS ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION h UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E f7.R PLAN NAME ANNA MARIA — CLASSIC DESIGN/DRAWN/CHECKED CS / KM / LAP DATE I 11.02.17 SCALE AS NOTED LPA No. TOLL -17-01056 CONI ROL No. 5252 SHEET SIA SHEET 9 Og