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1841 ATLANTIC BEACH DR- NEW HOME PERMIT NOTICE OF COMMENCEMENT State of: FLORIDA Tax Folio No. 169505-1535 County of: DUVAL To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 48 Atlantic Beach Country Club Unit 2,67-132 08-2S-29E.152 Address of property being improved: 1841 ATLANTIC BEACH DRIVE,ATLANTIC BEACH,FL 32233 General description of improvements: NEW HOME CONSTRUCTION Owner:TOLL FL VI LIMITED PARTNERSHIP Address: 160 CAPE MAY AVE..PONTE VEDRA,FL 32081 Owner's interest in site of the improvement: FEE SIMPLE Fee Simple Titleholder(if other than owner): Name: Contractor: TOLL BROS..INC. Address; 160 CAPE MAY AVE. PONTE VEDRA,FL 32081 Telephone No: 904-217-3852 Fax No: 904-460-2683 Surety(if any) Address: Amount of Bond$ Telephone No: — Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: STEVE MERTEN,Division President Address: 160 CAPE MAY AVE.PONTE VEDRA,FL 32081 Telephone No: 904-217-3852 Fax No: 904-460-2683 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(I)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: g fore me th': day of at in in the Coun o?.Z �f St.Johns, Dec#2018018989,OR BK 18261 Page 2216, to Of Florida,has personally app'awed 5 .✓Meme-t0 Number Pages:1 ,ary Public at Large,State of Florida,County of ST.JOHNS. Recorded 01/25/2018 08:39 AM, commission expi s: Ia�a� ►q RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL sonally Known:V or COUNTY diced Identif• '•t G RECORDING $10.00 AUDREYN REONIER- ''' .•- MY COMMISSION a FF946491 ...."."%-e.• EXPIRES Docombor 28,2019 40! 998.0103 f• • 4.^(K4 tom �O NS n o O;v n m X m 11 OON .Z7 C O - Opg� rrl II i mCK0 ,mp - �mZ U, c w - z-0Aco o � rn 0 oSnzA ,qF4 �O, m m oo. 5 n� = { A m m m 12 N z N r >= m m M rD- cn r mm r r cn Z CO K .m rn P , o z cn m a m�z r - in m n ,y cn cn O�T� �► 5�� torrl1 All Oaaa ao� c�ti \� y i m a z o �. 1 \ W1. 00 �. —4. is°a 6Cjog` m I v1 �i S �i v �� o� ' ?� rn. v1 `y n o (11 m m m d �e ° \ 0 s� \q� oo -p r- S ''' -n o -zi � r 1 \ oF` �rr. •s t� (may O zZ 0 0. 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FT. 18 MED, MEDITERRANEAN 19 T RA TRADITIONAL Zo COU. _ ,, z W = m 21 Abbrev.: DescriptionCTION p 22 Abbrev. Description Abbrev. Description MISSION 30 CFT. CRAFTSMAN 31 SCL. SPANISH COLONIAL 32 BOR. BORDEAUX 33 BRO, BROUGHAM «Tlilt REN. o = W 0 0 = 40 # VIENNA 41 TUS. TUSCAN 44 CLS. --------------CALAIS 46 ITV. ITALIAN VILLA 58 DETAIL # DRAWING# PALM BEACH 80 CRB. DETAIL # g1 CST. NUM BER 82 F.P. FIREPLACE PT. LD, POINT LOAD a = z & AND FRT. FRONT PWD. ___ --- DRAWING # POWDER o � o `f' _ - @ EQUAL AT FT. FEET PLW. DETAI - PLYWOOD J W z C) > o W o A/C AIR CONDITIONING FTG. F.O.M. FOOTING FACE OF MASONRY R RISER _ _ _ DETAIL DRAWING _ DETAIL # o � o ABV: ABOVE RA RETURN AIR --- --- \ / --- DRAWING # W z o < a � ADJ.. A.F. ADJUSTABLE ABOVE FLOOR GAL G. GALLON GAUGE RAD: RADIUS i CEILING HEIGHT CHANGE Lu �„ z u Q o A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REF. REINF. REFRIGERATOR CENTER LINE REINFORCING W a� 2E z AHU AIR HANDLING UNIT GFL GROUND FAULT RM, ROOM: SPANISH TILE = o a. ,�, z ALT. INTERRUPTER ELEVATION MARKER SHAKE SIDING ALTERNATE GL GLASS RSO, ROUGH OPENING Q W � ALUM. ALUMINUM NUM G.W.B. GYPSUM PSUM WALL BOARD R REQUIRED � SLAB RECESS SIDING J z Q Q BARBECUE H HIGH R & SH R.W,C. ROD & SHELF RAIN WATER CHANNEL :: FRAME BEARING WALL - BRICK oc BD. BOARD HB HOSE BIBB INTE RIOR WALL � o B.F.F.BELOW FINISHED FLOOR HD. HDR. / HEADER SF / SQ FT. S UARE FEET Q N - (ON BEARING) , -.... �� STUCCO FINISH W C> J BOTT. BOTTOM HGT. / HT. HEIGHT SGL S SQUARE FOOT AGE NOTES AREA CALCULATIONS S.F. FIRST FLOOR 1719 SECOND FLOOR 1729 TOTAL LIVING A 3 448 SQ. Q FT. SLAB LAYOUT L Al COVERED ENTRY 144 COVERED LANAI 381 GARAGE(s) 523 BALCONY :523 TOTAL AL 5,019 SQ. FT. LIST OF DRAWINGS S 8 COASTAL ELEVATION` Cl COVER SHEET - Index 5f Drawings GNI_ GENERAL NOTES _I P A1,82 SLAB LAYOUT L Al . 2 FIRST FLOOR PLAN A3.82 SECOND FLOOR PLAN A3.N FLOOR PLAN NOTES, SCHEDULES &DETAILS E E EL VAT A5,82 FRONT & SIDE ELEVATIONS A5.1.82 REAR & SIDE ELEVATION & ROOF SLOPE PLAN A5.2.82 EXTERIOR ELEVATION DETAILS m GLE , B D BR. BRICK HORIZ. CMU MASONRY HORIZONTAL SHT. SHEET WALL _ E _.� ►.�.� o � � EARTH A7.82TIBUILDINGav oBKFST. BREAKFAST SH.SHELFSECTIONSGABLE END WALL 0 0 INSUL INSULA INSUcn TION SHWR, SHOWER � CATIONz w ,CALL.CALCULATIONS DT .:. Ucc INT. INTERIOR F .� pc S FRAMED ED K SLI NEE DER WALL _ , -D I c� C.J. CONTRO21L DECORATIVE STONE � L JOINT _., M1 m I.L.O. IN LIEU OF .. , .8�2 FIRST FLOOR DIFFUSER IFFUSER LAYOUT z _ ECS SPECIFICATIONS v .. z o CL CENTER LINE : p. DROPPED SOFFIT M. PRE CAST LINTE x..82 SECOND FLOOR DIFUSSER LAYOUT zQ S P.4� 4<SPR CE PINE FIR L/ HEADER O CLG CEILING KS KNEE SPACELu SPRG. PT. SPRING u, G POINT CMU CONCRETE MASON ELE. MASONRY UNIT � AL LAcy- Y U �- STD. STANDARD �� DE �82 C.O. SIGN C) CLEAN OUT L LO - CRITERIA ,� E1.82uj cc . > NG STL. STEEL FIRST FLOOR ELECTRICAL LAYOUT. E2.82 SEC m Q COL, COLUMN LAV LAVATORY OND FLOOR ELE J STORr STORAGE - .. CTRICAL LAYOUT o � Q COMP. COMPRESSOR LDRY LAUNDRY TWO STORY: FIRST FLOOR FRAME SINGLE FAMILY RESIDENCE: GROUP R3 o � CONC. CONCRETE $..F .AN R N T LIN LINEN T _T TOP ' SECOND FLOOR -FRAME T I W BUILDING TYPE. V 6 STANDARD NOTES &DETAILS CONT. CONTINUOUS LT LAUNDRY TUB T �G � „ TONGUE &GROOVE TANDARD NOTES &DETAILS TEMPT -..- TEMPERED RISK CATEGORY: II DZ Q LU DS ST Lu Cl -DB, DOOR BELL M.B. MASTER BATH - � �" � �". DE STANDARD NOTE I"-- THK. SIGN BASED ON FLORIDA BUILDING CODE WIND DESI' S &DETAILS GN BASED' ON, ASCE - t.. o �_ i- DBL.:; DOUBLE; 7 1 0 Am ...cc; � _ ..... MAX M , OP CTU EDI TI N 014 . ...t.,. W _ T.0 B.B. ED v TOP OF BOND BEAM �, DECO. DECORATIVE MFR. MANUF F.B.C. 5TH EDITION 2 o ACTURER TR, TREAD (014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED - 130 MPH v o DET. DETAIL MIL. MILLIMETER TRAN,.` ,.TRANsoM F:BC. 5TH EDITION 2014 ME ( ) MECHANICAL— DIA. DESIGN WI -:DIA.. DIAMETER MIN. MINIMUM ND SPEED..... 101 MP z TYP. TYPICAL H F.B.C. 5TH m W DIM. DIMENSION MIRR. MIRR EDITION 2014 PLUMBING oR ( ) G EXPOSURE. o �..� o DN DOWN B W a o MLDG. MOLDING U ,ENCLMTD C UNDER COUNTER Z = 0 EL (n (/) W W DROR M.P.H.MILES PER HOUR UN LESS N ED CONSERVATION +18 /- .18 VIEo� UN PRESSURE COEF.. W v OTHERWISE DS., .r � DOWNSPOUT F.B.C. 5TH ED ,1. 3 cn >. MT METAL THRESHOLD EDITION (2014 FUEL GAS FOR WINDOWS/DOORS .SEE FLOOR ° `t m oc m D.S.S. DENSE SELECT STRUCTURE � cD ce W V z . B. VAP X ITV ,m r, OR BARRIER F.B PLAN - . . z .C. 5TH FOR ACTUA . c� EDITION 20 L PRESSURE .: ,. Dw 14 AC S. DI CES sHwa H SIBILITY _ ___ _�. SER _ _ �_ S. C) SCALE _ RT VERTICAL , W DW G. D r RAWI NG NATIONA _ - L ELECTRIC CODE 2011 NEPA 7 VT O z v, ,R f VENT THROUGH ( FEMA R oUGH itooF ) RULES & REGULATI , W z OSS.. o O.A. OVERALL W cn RALL N .F .P .A 1012014: _ Z-, _' W o � ASCE 7 1. M E 0 MINIMUM DESIGN �, EGRESS N LOADS � w o O.C. ON CENTER. W WIDE.. z E. E t- � EACH CH END -HIS DRAWING O.H.oOVERHEAD G AND DE D w SIGN IS VALID FOR r � / WITH 12 MONTHS. AFTER THE: DAT �- � o E IT IS SIGNED - 0 3 a E.W. EACH WAY OPT. OPTION AL z W.C, WATER CLOSET AND SEALED OR WH o Q W o ICE CURRENT CODE IS VALID w , > v EL, ELEVATION OPT. OPENING WD, WOOD o ELECT 0 z z ELECTRICAL OSB ORIENTED STRAND B � z OARD WDW. WINDOW cn ¢ ENOL ENCLOSURE w cn PED. PEDISTAL SINK ¢ � W.I.C.C. WALK-IN CLOSET = z ENG. ENGINEERED CL o c„ POLY POLYVINYL WP u.j o GFI WATERPROOF GFI oc cn cn `—' P cn EQUIP OUNDS PERS DARE Q EQUIPMENT Q oc W c.a z P.S.F. W.W.M. WELDED WIRE M C) z W FOOT MESH EXT, EXTERIOR o ..., P.S.I. POUNDS PER -SQUARE INCH W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER � o = FCR. FLOOR P.R. POWDER ROOM o�cn FND. W FOUNDATION P.T. z o = o PRESSURE TREATED �z o"' a .snz zo 7 77HOUSE E ELEVATION ABBREVIATIONS S Alb BR FULL NAME ELEV. CODE ;MAN. MANOR 03 rt _- WIL WILLIAMSBURG 07 PRO. PROVINCIAL 08 CHA. CHATEAU 09 VER, VERSAILLES 10 CLA. CLASSIC 18 MED, MEDITERRANEAN 19 T RA TRADITIONAL Zo 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 g1 CST. COASTAL 82 L UJ 0 cry W .z i-- cc V Q W z Q Lu , m z a W Q �u ozLU � O QIaW c�C O �zC°V J Ln U - �00U- _.__ LL ¢UF—O d' ooi= cry W .z i-- z Cl. m: .� mWLu oz W z Q z� o W W W z=moo c� �u ozLU � QIaW c�C Q �zC°V J Ln U - �00U- _.__ LL ¢UF—O .` W � L fl' GENERAL NOTES DOORS & WINDOWS C> PLUMBING NOTES AL 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITYL BEDROOMS RE REQUIRE TO DETERMINE ERECTION PROCEDURE Q AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT OU THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING AND USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH 2 +-� AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS , 4 INCHES IN RESIDENTIAL _� Q HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART F ALL HOSE BIBS SHALL ,. DURING ERECTION. THIS INCLUDES BUT IS NOT LIMITED T THE ADDITION OF 0 THE OPERATING MECHANISM SHALL BE PLACED BE FURNISHED W BACK FLOW P Q. C HIGHER THAN 54 A.F.F. / PREVENTERS AND BE MOUNTED 26 ABOVE O WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WI GRADE. L- WHATEVER TEMPORARY BRACING GUYS OR TIE -DOWNS MAY BE NECESSARY WINDOW SILL HEIGHT GREATER 24 OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. D0 NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, S, PIPING, EQUIPMENT, ETC. F- THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED SHOWS � CATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. R HEAD CODE W RESPECT TO MIN. EMERGENCY ' / C EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7 -4 HEIGHT OF SHOWER HEAD AT SECONDARY - ALL GLASS WITHIN 24 INCHES OF ANY DOOR SLIDING GLASS DOORS,ALL GLAZING AT TUB AND BATH SHALL BE 6 10 SHOWER ENCLOSURES AND WINDOWS LESS THAN 60 ABOVE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GENERAL NOTE GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER FBC 2411:1 S z w STRUCTURAL DESIGN CRITERIA. Q .2 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODE O SINGLES RULES SWING EXTERIOR DOORS CONNECTING GARAGE T LIVING , REGULATIONS AND LIVE LOADS. ROOF 20 PSF (REDUCIBLE) 0 ING AREAS SHALL BE DIPPED WITH p ( C ) Q RESTRICTIONS HAVING JURISDICTION z s ON THIS PROJECT. SOLID WOOD DOORS NOT LESS THAN 1 INCHES 35 M z RESIDENTIAL FLOOR' UNLESS T 40-PSF /s ( M )_IN,THICKNESS SOLID OR HONEYCOMB CORE. O SS 0 HERWISE INDICATED , STEEL DOORS NOT LE a SS THAN 1/ INCHES 35 MM THICK OR 20 MINUTE. FIRE -RATED D0 CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIORI t� AL N E D 40 PSF ( ) ORS. 0 CONSTRUCTION. THE ARCHITECT SHALL BE .,cn B CO I S/ ECKS NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. z � cC WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES PRESSURE UCTION. ,—, w `STAIRS 40 PSF �� �I �� C) TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1 � _ 10 PSF /4 .DIA. x 3 1/2_ TAPCON SCREWS, 6 ATTIC WITHOUT STORAGE FROM DRAWINGS SHALL NOT BE SCALED. LU � F- EACH END AND 12 C/C. ADDITIONAL FRAMING: MEMBERS SHALL BE NAILED TO PRIOR to w O ATTIC WITH T 20 PSF 2 0 STUD W/ H S ORAGE; O ROWS OF 10d NAILS AT 10 C/C. INSTALL � a oC SOFFITS PER FBCR R703.1.3 AND R616. cCZ m HABITABLE ATTICS 30 PSF SEE ROOF SLOPE PLAN FOR STANDARD' GUTTER LOCATION O w _—_, SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION S (AS REQUIRED):: LL_ O EXTERIOR OPENINGS ENINGS IN WIND BORNE REGIONS AS DEFINED BY THE FLORIDAo — F- 3000 PSI BUILDING CODE ' CONCRETE CONCRETE UNLESS OTHERWISE INDICATED SHALL BE PROTECTED 'WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI DADS z STRENGTH 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 LU = m APPROVED NOA AND THE CONSTRUCTION D REINFORCING: D DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL � F- O G. WEL ED WIRE FABRIC SHALL CONFORM TO ASTM A185 Q LU PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. p = ^ ALL REINFORCING BARS ASTM A615-60 60,000 PSI p O ALL STIRRUPS AND TIESASTM _ A615-60 60,000 PSI � GYPSUM WALLBOARD z = H POLYPROPYLENE FIBERS FOR SLABS. ON GRADE MINIMUM 1.5 LBS. 0 ¢ F- F .I N �� �� z PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5 8 TYPE X GYP. B O � O FIBERS PER CUBIC YARD / BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE` EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM w _ _ �� �� THE CONCRETE � ASTM C90 01, STANDARD WEIGHT UNITS, f .1500 PSI MORTAR TYPE 5 1800 PSI �� �. oc RESIDENCE AND ITS ATTIC AREA BY N 0 LESS THAN 1/2 GYP. BOARD APPLIED TO THE GARAGE SIDE. J w z _ MASONRY '.CONCRETE GROUT 3000 PSI CONTINUOUS ASONRY INSPECTION IS REQUIRED O > O UNITS: DURING CONSTRUCTION Q ` > q-' HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS UP TO 8' ABOVE FINISHED FLOOR. cnp - STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI U.N.O`SHOP AND FIELD m z STEEL. WELDS. E70XX ELECTRODES - EN 0 S ALL BOLTS CAST IN CONCRETE. ASTM A36 OR ASTM A 307 CLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS UNDER -STAIR w O " S AIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. .' o w p WOOD SEAMS, RAFTERS, JOIST, PLATES, U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C. oC w z FRAMING: ROOF DECK: PLYWOOD C -C C -D EXTERIOR U U)Q / , , or OSB LU FLOOR SHEATHING. T&G A C GROUP 1 APA TED (48/24) ; GLASS BLOCK mwm WALL SHEATHING: PLYWOOD C C C D EXTERIOR OR OSB MORTAR TO COMPRESSIVE.STRENGTH•-T'Y PE S - 1800 psi AT 20 DAYS VERSA LAM BEAM. Fb = 2900 PSI (2.OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. >- > , GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. z w WOOD COLUMNS.. PARALLAM 2.OE U.N.O. oCWOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION a O � TRUSSES: U_ w TOP CHORD LIVE LOAD. 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING LU J STING BUILDINGS IN SUCH F- z TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING =0¢ PRP A THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4 TALL AND 1/2 THICK AND CONTRAST WITH ec BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND. TOTAL: 40 PSF 50 PSF O a LU -' WIND UPLIFT RESISTANCE: 10 PSF STUCCO U m S 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCESHA " S LL BE 7/8 THREE. COAT STUCCO LU O SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL P U z PANEL OVER STRUCTURAL <W0 UPLIFT' AS PER SPECIFIED CODES, DEDUCTI G A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. °Ca LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. D O En ON z w CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. cC WOOD FLOOR DESIGN LOADS. c� LU m TRUSSES: DEAD LOAD: 20 PSF OUTDOOR KITCHENS Z - LIVE LOAD: 40 PSF ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. \ p zCMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE ¢ TOTAL: 60 PSF FBC RESIDENTIAL SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR Uj °j GRILLS OR COOKTOPS. o z w FOUNDATION/SITE PREPARATION: ANCHORAGE m ¢ METAL AND WIRE LATH: O —' 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. -i F- Q s. 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 500 PSF,_ , O o =2. ALL ATTACHMENTS u ; �-- FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL LL_ w FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY BE PLACED NOT -MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE � L O p En OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN' TIED 'BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. - d O ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION; I— 3; 'METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT' } Lue�V OF 4D GALVANIZED OR BLUE COMMON NAILS s a � � �- 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER DRIVEN TO A PENETRATION OF AT LEAST /INCH AND c� v BENT OVER TO ENGAGE NOT LESS THAN THREE O STRANDS OF LATH. METAL AND WIRE.. LATH SHALL B , ._ � E TO VERIFY SUCCESSFUL COMPLETION PLETION F SITE PREPARATION RAT ION EF ORT . LO CATI NS ATTACHED CHED TO CEILI N G JOI5TS OR OTHER HORIZONTAL LWOOD OD SUPPO RT WITH THE EQUIVALENT OF N 11 GAUGE BARBED, BLUED NAILS 1� INCHES LONG HAVINGA HEAD NOT LESS THANFAILING � � FAI IN T0 MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHABE RECOMPACTEDU.�- ca a INCH IN DIAMETER.AND RETESTED AT THE CONTRACTORS ` .,t .o EXPENSE, AND AS DIRECTED BY THE ENGINEER: owzvi U) O C� 3. WRITTEN MIRRORS CERTIFICATION THAT THE MINIMUM DESIGN B z FARING CAPACITY AND THA , T THE ¢ wEn COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE Y THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. m°°W H.V.A.C. NOTES w<0O THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: _ 3t TERMITE SPECIFICATIONS: Nor c=n W cwn MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION O ¢ i SECTION R318 PROTECTION AGAINST TERMITES MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. wzV� TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCL cc UDING SOIL APPLIED >- ALL INTERIOR &EXTERIOR MOUNTED H.V.A.. P C EQUIPMENT SHALL BE SECUREL ._ _ ¢ PESTICIDES, BAITING AND PESTICIDES _.E.. _... ..� TIC.. S APPLIED O WOOD OR OTHER APPROVED METHODS � CL m , , WHERE SHOW .., -�, NON THE DRAWINGS AS ;RE REQUIRED, B OF TERMITE PROTECTION LABELED FOR Q D Y ...THE LOCAL BUILT , �L�T. C7 cC w 0 USE A PREVENTIVE REATMENT TO NEW CONSTRUCTION SEE z CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR` z O � SECTION 202, REGISTERED TERMITICIDE).UPON COMPLETION OF THE APPLICATION OF THE TERMAPPROVAL. Off` U) PROTECTIVE O,TREATMENT A CERTIFICATE OF COMPLIANCE HALL BE ISSUED T T ELECTRICAL NOTES w0 HE BUILDING : DEPARTMENT BY THE LICENSED PEST U CONTROL COMPANY T AT CONTAINS THE FOLLOWING STATEMENT. z THE d cn N DWGS. ARE DIAGRAMMATIC LU z THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF B M TIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL. WORK, p SUBTERRANEAN A � w cn ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AN LAWS ESTABLISHED BY THE FLORIDA cn w o z TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS, U w O DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. z c� ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL NOTE: calELECTRICAL. CODE & ALL CODES REGULATIONS & RESTRICTIONS' HAVING JURISDICTIONS. m 1 METHOD OF TREATMENT z ) SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE Q GROUND FAULT CIRCUIT LU BORA-CARE" PROTECTION ALL 120V SINGLE PHASE 15 & 20 AMP OUTLETS INSTALLED v O OR $ORA CARE PRODUCT BE DETERMINED AT PERMIT STAGE AND P LU > U PRODUCT OUTDOORS IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. _ � � ¢ APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. ' z z SMOKE AND z 2 PRESSURE TREATED LUMBER THAT HAS BEEN UT R CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED( 1 LU c.7 ,� ) C 0 DRILLED THAT EXPOSES UNTREATED 1 0 VOLT TYPE) TO �-. - ¢ N cn � ON SWITCHABLE KITCHEN R :...PORTIONS OF WOOD ARE REQUIRED TO BE FIELD'TRE TED TO PREVENT INSECT INFESTATION. 0 BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO LU cn ¢ Q STATION. LU to THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON cc _ A BON' MONOXIDE ' n " a o DETECT_ to OPTIONAL BORATE APPLIED ORS SHALL BE PROVIDED W ISIBL "POWER w O P LIED TO ALL FRAME:MEM ERS WITHIN 24 A.F.F. W/VISIBLE 0 ER ON INDICATOR AND A`TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ¢ z " n ALL ELECTRICAL SWITCHES SHALL BE 48 A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6 O p w FROM EDGE OF OPENINGS. z = o L ALL WALL RECEPTACLES " '-' CES SHALL BE 12 A.F.F. UNLESS OTHERWISE NOTED. U w o ALL HABITABLE AREA - _ S MUST BE CIRCUITED WITH AN`ARC FAULT INTERRUPTER PER NEC 210.12 •-� w F- U_ Un CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY THE LOCATLy ION OF SERVICE AND z O = 0 S SHALL LOCATE METER AND PANEL A REQUIRED. U-1 F- GC Q to z ,� z z VERIFY ALL CONDUCTORS AND BREAKERS W EQUIPMENT MANUFACTURER O / Q CT SPECIFICATIONS. O z z ALL EXTERIOR OUTLETS ARE T Z n_ . (n0 BE A MINIMUM OF 30 A.F.F. z O IN EV ©�i � ERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY DEN SUNROOM BEDROOM RECREATION ROOM BATHROOM GARAGE, BASEMENT LAUNDRY AND OUTDOOR A z � � ¢ AREA, ALL ` O: z Q 125 -VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. (naw THERE ARE NO EXCEPTIONS. z �> s w � W � z ED < Q) LU U_ z Ur O Q W 00 �G d C> w ¢ _ u_ z z0 D < vj LU ,,.,��m O z w F' _c) = U) cu p'wmw Rz J ---� O OLL_Q ¢ U F- O Y DRAWING COMHNDWPOW BUDDINSG CODE IN EFFECT AS OF DATE OFCERTIFICATIONBELOW. OF FLO �bori ffi , mm , R 967 a b Ova O d AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee PE 72328 I C) rn Uj s O rn ,--i 00 C) F-- C33 F ¢ Ln N<-- W' — 0 � 1 Z w € O O7 N >, Li ` cn >cu �O O. • 'i= N 4 a M _ tiqj V _jNgo 0 Uj Vf 00 L C 00 M a) m Ln o EOm1' . 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UAll - c�a B Q A7.82 0 70'-8tt H 91-1011 541-0116'-1011 it 81-2" 31-411 15 -6 151_31I 31�41I 131-211 I_ II 6 � 11 M �. 1 8 p 00 z PROVIDE GAS I OUTDOOR I C , , , o � LINE FOR B.B.Q. 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F MY IQi W iFNi DESIGN DRAWNG W ONE IN December 15, 2017 OF F 9673 ® �, E Ovan G Drummond, d AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang Yub Lee, PE 72328 C) 0, LU o M F- .°�_' i Z06 L' nu � cV = • 0 : � C) '�_ N d• O ._.i 0 rn V U_ O 0 LU V) o o L C:00 a)Ln .T i► Epc6�" E �- < N J � U n I..1 -' t,0 0 �- t0` N � LL- C> 1 . W�LU CC Lam". N Ln Cn LuL zLU J � Q z �z � O a. Q O CL U 6 LL_ L J Q x O Q = c U LU ca LU x LU LU I 1 , z i 00 OJ LU LLI Uj c . acLU �l� SERIAL NUMBER 1014.0 DEFT 0 MMES WIiH THE AFM.IUBLE MINIMUMBUADING EFFECfASOFDATEOFCERTIFICAIIONBEIOW. CL L O U 0- � �1 o, 9'-1011 311 -211 B A7.82 701-811 541.01 61.1011 I- 11 11 1 11 I 121-611 2_ i° 1 14 -5 1 6 61.211 Z U_ 1 0 x11 -' o 42" HIGH G M p G GUARD 42 HIGH GUARD z z RAIL W SPACED TO I C RAIL W SPACED TO Q � R �" � BATH 2 cn EJECT' A 4 -SPHERE ►► z � � 0 0° 0 A7.82 � L� 9'-0" CLG. REJECT�A 4 SPHERE 0 w LU Cr �- 0011_ cn w _ „ a ,, :> - 36 HIGH GUARD �, :.:.. 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Drummond AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o0 Z LU NDN C Uj C7LLJOMd" 0 t 1 YU„ �U_ UIU CL < p � V) Q i C 000 a) 2 Ln° 0 ., E ©(0 E N U J% C) V 0 N CL IJ o d' 1 UD Ln ,-iCe LU LLJ oc � �N LLJ I �T Uj z� z F-- C:) 0 �L L J Q cn N o N Q � V p � I ca n 3 00 o 0 M LyLy o z o L U LLJ Uj co LU Lu LLJ SERIAL NUMBER 1014.0 zo oz z Q 4 w LU LU m O w LU Q:: o a..�o -W Q SHO oo= z x i— a�z w 3: o owo o LU 0 U) z iU'-_6Uj' Q V�Q w 3: l� U Uj z �QUj oc D W Q J =zQ 0 Me LU C) 0 J U L) m Uj aUo oc Q_ n C3 cn LU Uw Z Co 02 ch W W t� cle O Z w ED Q J � -� W 0 0 o~G M LU 0 °C a o Z = m U z = 0 0 Q En z C LU J .9 WQ'-'Qn En w cn W LY :5 U) Q O_ arag ED m C> 0 �CD wz'Cn En w 0 z = V U O �zUU m Be a z o W Q�o LU uz°,2_z w cQ`� W LU �z o O p w LU U o c =nw �En w zoW� zzz' 0 0 z a. cn O CLU --: Q L � Q o z �aW* LU ED w U_ < zULUo w �tdcnac�w < LU z = z o LULUCo 0 CLU LnL< OWmW p__4 M I p J -j U_ JOOU- Q (�EWINDOW TAG WINDOW SCHEDULE CST WINDOW CALL -OUT LOCATION TYPE R.O. SIZE REMARKS A SINGLE HUNG 3060 36 1/2"; X 72 1/2" VINYL/LOW-E/EGRESS B SINGLE HUNG 3040 36 1/2" X 48 1/2" VINYL/LOW-E C SINGLE HUNG 3060 (2) 36 1/2" X 72 1/2" VINYL/LOW-E D SINGLE HUNG 3050 361/2" X 62 1/2" VINYL/LOW-E/EGRESS E SINGLE HUNG 2028 24 1/2" X 32 1/2" VINYL/LOW-E F FIXED GLASS 1816 32 1/2" X 18 1/2" VINYL/LOW-E G FIXED GLASS 4052 48 1/2""X 62 1/2" VINYL/LOW-E/TEMP H FIXED GLASS 2040 24 1/2" X 161/2" VINYL/LOW-E/TEMP I SINGLE HUNG 2060 24 1/2" X 72 1/2" VINYL/LOW-E I SINGLE HUNG 2652 30`1/2" X 62 1/2" VINYL/LOW-E K FIXED GLASS 2814 32 1/2" X 16 1/2" VINYL/LOW-E GDOORTAG DOOR SCHEDULE 0 CALL -OUT LOCATION TYPE SIZE REMARKS 1 THERMA-TRU INSULATED ENTRY DOOR 3'-0" x 8'-0" FIBERGLASS 2 OVER HEAD GARAGE DOOR STEEL 8'-0" X 8'-0" NON -INSULATED RAISED PANEL DESIGNER DOOR 3 SLIDING GLASS DOOR 12'-0" X 8'-0" TEMPERED 4 DOOR 2'-8" X 8'-0" SELF CLOSING, SOLID WOOD NOT LESS THAN 1-3/8"/OR 20 MINUTE FIRE - RATED 5 NOT USED 6 HOLLOW CORE DOOR 2'-6" X 8'-0" 7 HOLLOW CORE DOOR 2'-8" X 8'-0" Manuel Gonzalez, AIA 8 FRENCH DOOR (2) 2'-6" X 8'-0" 9 HOLLOW CORE BI -PASS DOOR 5'-0" X 8'-0" 10 HOLLOW CORE DOOR 2'-6" X 6'-8" Lee, PE` 11 HOLLOW CORE DOOR 2'-8" X 6'-8" 12 HOLLOW CORE DOOR (2) 2'-0" X 6'-8" 13 HOLLOW CORE BI -PASS DOOR 6'-0" X 6'-8" 14 HOLLOW CORE DOOR 2'-4" X 6'-8" 15 GLASS SHOWER DOOR 2'-0" X 6'-4" TEMPERED 16 HOLLOW CORE POCKET DOOR 2'-4f' X 6'-8" 17 FRENCH DOOR (2)2';6" X'6'" 18 18 HOLLOW CORE DOOR 21-0 X 81-011 19 GLASS SHOWER BI PASS DOOR 5'-0" X 6'-4" TEMPERED INSULATION SCHEDULE LOCATION TYPE R -VALUE U.N.O CEILING @ LIVING AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA FIBERGLASS 11 T F. K 0 ,T E OEM DEFICIIED ON THE ttAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, December 15, 2017 0 =g ffi R 9673 ,II A. a �E Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE` 72328 Uj rn Uj Co 00 LLJ ° En ^ > �+ o ca - M0 ii U s � - L LL CL 0 C)0j "D P 000 00 E c00 ca w 2 Lh E0,� _J N U J o O ON N- m µ. U_ �^ k_ Ln W LU U U Q:� N tDLU LU LLJ ZZ Z P-1 � J F O LLJ S C1 U UL-. L I J U) N N V r4 2 O I LU LULU Uj LU 1 P__4 W D dS w J W Z Uj LUs H O rn 13` p O LU coLU LU An FSERIAL NUMBER 1014.0 V ELEVATION NOTES ROOFING PER �CONTRACT(TYP) z zo oz z0 Q ,•_, to z0 W Uj oc yam OO H J F– o a�O W Q H 0 00LU zx� 0�0 W Ln O W O W O Lu orf U-1 UEnCe dQ W = 0 a � LU z z x Q W oc W O J O Q C � � O�J ----fMBWOFWRRNM,IHEDMGNDa%lwoNTM. PROVIDE HIGH DENSITY FOAMWITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1. DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE" FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2, TO EACH ELEVATION "CORAL -LIGHT" OR EQUAL PRE -FINISHED FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3 MANUFACTURER SPECS. U.N.O. PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. TRIM WORK FINISHES SHALL WRAP ALL OPENINGS 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENING METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM AR 96399 THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING Hernandez, AIA WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. THE ARCHITECT/DESIGNERIN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED Lee, PE AND APPROVED PRIOR TO INSTALLATION -ELECTRICAL CONTRACTOR TO COORDINATE MOUNTINGTolHEIGHT 9. OF COACH LIGHTS WITH TOLL BROTHERS _P.M. ----fMBWOFWRRNM,IHEDMGNDa%lwoNTM. MINING ODMRM WITH THE APPLICABLE MINIMUM MING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 15, 2017 4 � R 9673 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W Uj C Oltco Ln0 a ) N LU >^� C L- qtt 0 O M V CL d p cc])' '" caa U c � .0 EO'It d J c®T N <[ d' o ON N Cs, ren LU [UjV LU Uj LU t Uj LU Uj Z'Lu Neoo F-4 oZo 10 � Ce Cn' LU Uj U J J Q x _ O ` Q O !u LU Uj Uj LUz O Q —j J W LU 00 Ln 0 < V) C, -'zLU L�0 Uj Ing LU LOIS 55 ER NUMBER 1014.0 F- ROOFING PER CONTRACT (TYP) LOUVER PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO VERIFY LOCATION PROVIDE w _..� _._m FLASHING AS R FflI ITPFn W cx� LU U u) Q LU p udO J Z I EllI w i- >- = !;- zw 1 I oo o oC I 1 CO V, -i I f OI I ------------------------------------------------------------------- --' 0 I I .� Ln Z J Z¢Cx� LL - 1 L DG I 1ILL C) a J I I V I 1 4- FIN. FLR. IL cpm 'I rrrrrrrrrrrrrr w O (J) . _ QUO z 0�; BOARD AND W BATTEN SIDING • WINDOW 1 131-011 73 - �_ • �� ' AROVIDE FLASHINGM� ® i � IIS AS REQUIRED Mai ICI. I• h�I I I I I Rpm= ®®® 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' °'-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. Q W C0 V H Z THE DESIGN DEFUM ON THS DRAW COMPIM WITH THE APPUMLE MIMMIM MULD1NG CME IN EFFEa AS OF WE OF CEtTIFICAnON BEM. December 15, 2017 eOF FLO oe o � F 9673 FF Ilk g A. ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98550 Sang-Yub Lee, PE 72328 C) 0) Uj -r V-1 0 a 00 Q Uj to N y. � C 0) V-1 fl. -Nd' LU o V LLA Z 6-a-+ V O LU Ln 0 i C 00 co = T • M E o toT dv < V n koC %D d. o N L1.. Ll-_ J cV LU LU Uj � N LM En LLj �. LLJ. ME C) LLj C1 C1 j LL. LU J J = N o N Q ac� N c L cc CnLLJ LLJ cr-1 Uj 3Z LU I z 0 cn LL - 0 0 oc 0 z N z 000 1"— LLJ b LU w vi LU Q LU Uj � oC � � LO rs-TRIAL NUMBED 1014.0 ,.�/ �• ... `. �_......_...._...._ _. J SIDING O _ . _ __ _ . 2X RAFTER TAILS J:.... LL. UTTER. 24. O.C. .... ..... .. ... .... ... .;. .. i \ Lu ;, r i r r: SECOND FIN. FLR. ___ ___-------- C:> _ __ - —------- - �: A � ,� I SIDING PER r : �., z I— " - O - I ELEVATION 4 TRIM CORNER PLT. HGT" - , � = m - .-------------=------------------- --� ------ �' � _� � —.STARTER Lu O � 1 a p. 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SIDE VIEW � cn oC m w WALL PER W } PLAN ozwH ' O Cn oG_ Ln 8Lu WAIN D S E COT T CO J I T RA N S TTI � 0 S E ON XTEN w SIGN Wm io TRE LLIS BEA o M BRA KET C �1 z BRACKE W J „ T _ 12 1 11 GAEL E END J z J ,.�_ SCALE 1 2 -1-0 =_ 1►_ 1 11 � / SCALE 3 4 1 0 _ SCALE 1 2 1 ,1 J o 0 5.2.8�5.2.8/ o C LE1.2..1 0 _ - �� �05.2.8 / _ _ 5.2.8 SCALE` 1/2 1 0 5.2.8 ILL, w J SERIAL Y IT c; KiG, iE0 i.ND NiHS- ODMFLIES WITH 7NE APFLiCABU: MINNN BUILDING IN EFFECT AS OF DATE OF CERTIFICATION BELOW. December 15, 2017 V 5'-0" 1X4 CASING - I_I_I PLAN VIEW V ..................: B U Q J ¢ _ 1 n TRIM 1--1 4a n 1- x4 �- Ln 14a LAP SIDING A5.2.8<[ LAP SIDING _ A5.2.8 00 n TRIM 4" XAII 4" TRIM ' POST 4nx4n W 1 OOD ............................. POST LU Lu INT. 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Q >. �, is ;1 , ---� STORAGE 2x12 STAIR Q � Ax €� C) z oC ... :�-__ yr � � WALLS J � __. ! :...__ .: .. STRINGER 0'-071N. fLR, F- o W Q - - - - - - - - - - �• W 0 >- � ! !!! trt EEt LEE Ett Eu ttE Et! !!! En tit tit ttt—iit—ti! !!!—���--i„—,it !!t !!t—,.r—!!! !!! !!t—!!t_itr-__•tai;—tt!_ir,—it!—tit— — - - —1 I _ - w II III I - - LI LI w� z - III I I .III -111 - W — — — - c� -- - - -III-II II-III_ _ - _ D U o — — — —' ISI I . i"""i'iriil�"� _ BALCONY SECTION z � IIt cn Cie ,u, SCALE: NTS. COASTAL CJ) ,QW�� III=1I1- III�,II 0 F- LU W�oeO° �Z W�"_, _ (n O � a O , ILDL NU NG SECTIO CTW ocK—BS AIR SECTION a W m W U z . 11 1 11 SCALE. 1 4 1 0 COASTAL z J / CALE . 1 4 - - COASTAL � A7.82 A7 5 / 1. 0 J00ti <c c z - o L.0 J TM DRAY W ODMKM M THE IM (DING. WE IN EFFEGTAS OF DATE OF CERTIFICATION BELOW. December 15, 2017 Ftp 8 � R 9673 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 a C Uj o ,..,00 °� T 0 N w _Ln j ix (V >0o o. LU O N q M _j L V L iL . °-o ' 15 °'-vo LRI to i C �..I a' V) 0 gt E 0 N `-U a ko O Q N I �- T-4 �,� . wLU Uj IF - LU � N LU M € LLj z i-- p Z Q t..E) o LL LU : J _j Q r, IV o N Q _ U C I z L LU I N t i z O 00► w v� Uj tU LU Ca L U.1 Z � €m SERIAL NUMBER 1014.0 -%l Nn� SECOND. FLOOR DIFFUSER. LAYOUT.. oo_� LuSCALE: 1/4" = V-13" COASTAL �WCQW Z J �OptU •r V F- O LU IJ BES7 OF NY KNOWL E, VE DESIGN DEFECTED.ON THIS Dp WBIG COMMIES WITH THE MKICABLE:NINIMUN WILDING @UDE IN EFFECT' AS OF DATE OF CEVMCAIION BELOW. : December 15, 2017 e d � g$ 967. dd 0 ggq QED A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98550 Sang=Yub Lee, PE' 72328 Uj o M LLL ,-a 00 ® � � Ln 06 o0 �s.i L� N >- i E cr. ctL CL 00 U Q Cn 0 14 lJ L icet ZCL`..... CS. O CD LU to V C OO 00 (V R Ln 0 N E U J t.0 O 110 ® L J T1 0 ko Ln ' a (�LLJ € W rNi Uj LU I [V ') LU E H � z rw N400, C:) Z Q E a O LU Uj U IL < C) 0 V L LJ LLj LU LU Ul O J W U) U— P-4 0 O 'Il Ly z �o w tU— LU co L (/) J'-- ��� . r(SERIAL NUMBS 1014.0 ELECTRICAL LEGEND d) SINGLE RECEPTACLE December 15, 2017 DUPLEX RECEPTACLE 240V RECEPTACLE SWITCHED RECEPTACLE DUPLEX RECEPTACLE (220 VOLT) [� SINGLE FLOOR RECEPTACLE TO HE EST OFMYKID DESIGN DRAWINGWMMIESWITHTHE AMPLICABLEMIN" SWING CODE 1N EFFEU AS OF DATE OF CE IMFICAT10N BELOW. December 15, 2017 OF FLOC Go, n 967 kE Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LU rn 1.1.1o ..1 00 � °� aD LLJ-- m^ aLU E U_ ,U �E uj 0 Y L _jUN O 'q LI! Kn 00 L C M m at m 0 Ln 0 Co V ^.. O to �... 000 ON N - I� r\ .Ito It Ln1 rl V-4Lu W � LU � CV LU to LU LLJ1LU ---� z ~ 0 Z 1 0 CL C1� U LL_ ' _j o U o L LLJ U-1, LU 1 1 1 l Q >_ 00 LU 1s LU Uj rsERIAL NUMBER 1014.0 i. . TOF! KP GE,TNEDE$I EG �G1CMD N1 DRAWN .COMM IES WITH THE APPLICABLE MINIMUM BUILDING CON IN EFFECT AS OF DATE OF CERTIFICATION BELOW, December 15, 2017 YOF Ft $ d � GIorl $ 3 "a 967 $ 4 y ED A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Ui o m Lj ,-a ao a ,45 o0 sLU U.) N > N M cc >00C) t- M0 U �_• Upur . G. •• O p -a 0 V Cca N TLA= E O _a N <C J J %DC) %0�- Q C7% LL J 00 r\ pp � d' 1 to Lr) W LU Uj OC LUZLLJ Ht5J 0 z Q C) . , v LU LL J r\ _ O V o Co LU .711 :—R-: ( t LU L f-) Un O J iU 1- U LU 1r' 0 v��r Cep i� Uj z ce- O U LU Uj an LU SERIALNU BER 1014.0 TIE-IN N WITH WEATHER RESISTIVE BARRIER: 1. 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 WEATHERRESISTIVE BARRIER EXTERIOR SHEATHING U_ S. 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SILL PLATE PER PLAN WALL PER PLAN LU Q cCw=� 0 Z cn Q LU cc SEC JRE WEATHER RESISTIVE { LU ~>-� O ~` AR 96730 Ce LU ED Q > SEE NOTE #2 :::'. '. ,1 BAR IIER ABOVE HEADER TO WEATHER i EXTERIOR n .., U_ w cn cn EXTERIOR EXTERIOR ALL W FOR FLASHING RESISTIVE B ER BARRIER WINDOW :5Z 0 d o RESISTIVE BARRIER Z m (n obz._, SHEATHING In ZwOQ Q " to r-+ 0 Z INSTALLATION -• Z¢ wQ Z �> ww0�- Z W'ZQ cj >% i V w w Z LU r 0 6 *� ~ CL 00 cC WEATHERTAPE LU A N 0 0 V t �\ Z O �Ju"" U W Z U) cui LLi ILA , LU -0 = O V 1 SILL PAN mF- O Fj Q f 2 INS ALL HEAD FLASHING UNDER _, < N J CL Q mi < RESISTIVE BARRIER WEATHER RESISTIVE BARRIER ' 3. FOLD WEATHER RESISTIVE SILL PAN BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE CORNER 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM PATCH NAILING FLANGE Q NOT S: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE :...:;.::.. ESEL D ESIVE TYPE �I IN. 6 WIDE). CONFORMING T AAM - ( ) G 0 A 771 07 . .FLASHING 2. R MOVE WEATHER RESISTIVE BARRIER 0 FROM TOP 0 OF INDOW SILL PLATE. 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 3. Il STALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. ISTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED B RRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 (ASSEMBLED TYPICAL SLIDING GLASS DOOR FLASHING DETAIL(E��-2 T WINDOW) I— LU c z V cn cin OPTION - A (n \. -cm tnwCz Z C7w0 _ HEAD DRIP DETAIL 7 I FLASHING 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM PATCH NAILING FLANGE Q NOT S: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE :...:;.::.. ESEL D ESIVE TYPE �I IN. 6 WIDE). CONFORMING T AAM - ( ) G 0 A 771 07 . .FLASHING 2. R MOVE WEATHER RESISTIVE BARRIER 0 FROM TOP 0 OF INDOW SILL PLATE. 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 3. Il STALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. ISTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED B RRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 a a 0 oc Q_ U, �0 m U ~WMcli z=oz < U) m0°W M J LU 0u- ---� F --J Z o cc TYPICAL SLIDING GLASS DOOR FLASHING DETAIL(E��-2 TYPICAL WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) N.T.S. (EXT 1) I— LU c z V cn w o0 OPTION - A � w Z \. -cm tnwCz Z C7w0 _ HEAD DRIP DETAIL 7 _ LUC)z D3 - EXT 6 P3N.T.S. ( ) ao cC Z �c o o- ooV) 6 II FLASHING Q W 0 w -> U Q cC . � V „ w m �::::;; CONT. DRIP EDGE :::::.. CANT STRIP ACROSS DOOR HEAD .:; Z -o cn o Z ;:'::':: ':. _ TO DIVERT RAIN WALL :::;:;:.::.:: :::::::::::::...'•:: ;::... SILL PLATE PER PLAN WALL PER PLAN LU Q cCw=� 0 Z cn Q LU cc :::'::.�. '.•::• •'.�:.�::::.:.:.:..... -(n LU '� Ur (n { LU ~>-� O ~` AR 96730 Ce LU ED Q > SEE NOTE #2 :::'. 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W=� E :5Z 0 C) ON rn Z m (n obz._, Uj _j In ZwOQ Q " to r-+ 0 Z -• Z¢ wQ Z �> ww0�- Z W'ZQ cj >% i V w w Z LU r 0 0r *� ~ CL 00 cC LU A N 0 0 V ® Z O �Ju"" U W Z U) cui LLi ILA , LU -0 = O V 1 mF- O Fj Q f W cG E 0 't >; NOTE: THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS TU AT AT HAVE A SECOND STORY WALL ABOVE THEM. Dwm W - --OOw OF FLO EXTERIORDOOR r: EXTERIOR WINDOW. 4 \. _ HEAD DRIP DETAIL EXT6 I 0 _ HEAD DRIP DETAIL 7 _ Z D3 - EXT 6 P3N.T.S. ( ) D - 3 EXT 7 N.T.S. ( ) E 9673 .® Ovan G. nd AIA { Manuel Gonzalez, AIA AR 96730 Javier Hernandez AIA AR 98560 Sang-Yub Lee, PE 72328 C) ON Uj _j o m r-4 00 -• Z¢ Q) :3< cj >% i 0r *� ~ CL 00 LU A N 0 0 V ® -- =Z -a �Ju"" U W LLi ILA �w o V 1 L ��M Ln L f E 0 't _, < N J CL Q mi < co 0 %D d- ----T6jffWOFWKNOW0GF.THE Dwm W - --OOw OF FLO \. 0 _ Z . ----T6jffWOFWKNOW0GF.THE NTNS DMAWO COMPLUS WITH THE APPLICABLE MMMUM BUILDING COIN EFFECT AS OF DATE OF CEUMCATION BELOW. OF FLO _ . E 9673 .® Ovan G. nd AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez AIA AR 98560 Sang-Yub Lee, PE 72328 C) ON Uj _j o m r-4 00 -• Z¢ Q) :3< cj >% i 0r *� ~ CL 00 LU A N 0 0 V ® -- =Z -a �Ju"" U LLi ILA �w o L ��M Ln L E 0 't _, < N J CL mi < co 0 %D d- � rn N CL cn LU ad LU Lu LU m cc LULU Uj LU w L Z oC C7 w w J ' � V-4 L LU <c Uj LLA I Q W 06 LUJ 0 Z Q z U QUj ca Uj LU SERIAL NUMBER 1014.1:. • ROOFING R , a 00 G PER CONTRACT. ON (2) ROOFING PER CONTRACT. CONTRACTOR TO 0 7/16 SHEATHING PROVIDE PRODUCT APPROVAL FOR ROOFING CONTRACTOR TO PROVIDE PRODUCT � ( SYSTEM) APPROVAL FOR ROOFING SYSTEM SEE PLAN a, ALL ROOFING UNDERLAYMENT TO BE •L.. ALL R00 SE PLAN ROOFING UNDERLAYMENT TO BE _ E ,a SELF ADHERING POLYMER. 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ING UNDERLAYMENT TO BE R TRUSS ENGINEER z: oROOF SEE PLAN f z ALR FING UNDERLAYMENT TO BE WAINSCOT RANSITION _ �,, o L 00 r /T SELF A`Dk�ERLNG POLYMER MODIFIED BITUMEN WAINSCOT/TRANSTTION oc (n `_ SELF -ADHERING POLYMER MODIFIED BITUMEN W oc SHEET TO COMPLY WITH ASTM D 1970 _ SHEET TO COMPLY WITH ASTM D 1970 - 2x RIBBON FASTENED B 2x RIBBON FASTENED BATT E- b--1 II TO FLOOR TRUSSES INSULATION REQUIRED _ oc - Q PRE-ENGINEERED WD TRUSS 24 O.C.O FLOOR TRUSSES INSULATION REQUIRED o >- 11 � PRE ENGI C Q z w .- PER TRUSS ENGINEER` 2 X 6 W/ 2 DIA. A GARAGE SEE _ PER TRUSS ENGINEER m -4c > �, ( _ AT GARAGE. (SEE N ROUND VENT r ENERGY CALCS INSULATt(3 QCK @ - ) _ _ ENERGY CALCS o _g ^.. _, PRE-ENGINEERED - ..max.,.., „.,... _ E- ... _'W w. ...�. 24 O.C. �.:. a _.WOOD FLOOR .� ..- - PRE—ENGINEERED WOOD FLOOR ._. ASCIA ,- 2X4 SUBF �- _, TRUSSES VERIFY W TRUSS �.. _ / TRUSSES USSES VERIFY W TRUSS w cn 1 RIGID GYP. BOARD / L , ,•.. � 1/2 RIGID GYP. 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III -- REFER TO STRUCTURAL REFER TO STRUCTURAL � — — � w z — Q — REFER TO STRUCTURAL REFER TO STRUCTURAL w a — _ w U3 z I I ( I DRAWINGS FOR — _ _ — _ DRAWINGS FOR — .: � I I .....DRAWINGS FOR � I I DRA N 1� w tL v _ WI GS FOR V – - COAR E T z o - COARSE COUNT & M d S COON & _ - COARSE COUNT & = — - COARSE COUNT W co W � M —III � . I L I— III I_I 1 M — � � — 1�T — � � _ U � Iil III III III o. — — FOOTING SIZE. FOOTING SIZE — — — o — �. FOOTING SIZE FOOTING SIZE L I •• _ • PROVIDED BY PROVIDED BY I_ I I •. — L (PROVIDED w W � � _ :.� — ( — ( _ «. — (PROVIDED $Y — � — 0 IDED BY <t _ . 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Ln S z cn L,,� C� INSTRUCTIONS o _ 1/2 RECESS DRYER VENT BOX- 0 Manuel W � �- = l FOR MIRROR cn w o �; CJ ATTACH PER MFR. a oc _ m- M c 2X4 HALF WALL INT Javier t z INSTRUCTIONS o F]. 2 MIRROR T_, MRIM P.T. SILL PLATE U_ � o N P.T. SILL PLATE.. Sang M •-� F-- (IF SLAB ON GRADE) ,_, LU a (IF SLAB ON GRADE) cl- �_z CABINET W cmoWQ VANITY , A ITY MIRROR INSTALLATION INSTRUCTIONS. W o 1. MIRROR TO B GLUED TO WALL AND a W SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL r�o= z= f-- 2. AT BATHR00 IS H MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: CORNER. MIRR R ,, a o •. TRIM WILL NOT BE INSTALLED AT ►� � f INSIDE CORNERS.) 1. DRYER LU R ER VENT BOX TO HAVE KNOCK OUTS FOR TOP �, NOTE. BRACKETS REQUIRED IF BOTTOM, M 0 OR REAR VENT LOCATION J W z n S. 3. UPON COUNTERTOP CANTILEVERS MORE THAN 10 INSTALLATION OF C) > o WOOD TRIM REMOVE REMOVABLE CLIPSVERIFY MIRROR IS G' W ( CUED BEFORE REMOVING ALL CLIPS AND o ) INSTALL WOOD TRIM AT PERIMETER. 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W tL 06zU o Ca.cn�a W U) r� W ?� i ¢ _ 0 (" z o C cn Q w�oGm w Q oC o _ Q 0 0 oG �. 01) wQQ wm w JU�(FR-�34 HLF AL IEIN DETAIL tD c FS J __j lLUj X00 U Ro D8 � N.T.S. a .S.(FR-34) a Z SERIAL NUME DESIGN SPECIFICATIONS USP CONNECT RS TYPICAL HEADER N AILING " T` WINDOW SI 0.131X3 TOE" NAILS LL SCHEDULE - �.....,... _.._ _.:. - ...., ... _ PI ATF SPI IC:F DESIGN CODE: TRIBUTARY AREA (sf) 2017 FLORIDA BUILDING CODE - RESIDENTIAL EDGE STRIP (PSF): 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 +25.6 -.27.7 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 FTG: 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 + - .0 22.9 25 +22.9 -28.8 100 +21.8 -23.9 +218 -26.6 GARAGE DOOR - PRESSURES PSF 1 CAR uar m�1Mc•t ,0•ry 1 tJD �y�Ivy GrA. GARAGE +22.9 DOOR WA D SIZE ACING G TEM B OVE. (8'x7') -28.8 2 CAR LX-tSLUGKING ONLY RE UIRED IF S 0 HEARWALL. - - - - -� I ---- FASTEN LOWER STUD 8d TO TALLER STUD w / COMMON 2 -ROWS OF 10d COMS 0 1 2 O.C. TYPICAL SOLE PLATE NAILING " • 0.131x3 TOE NAILS: L 3 ®2x4 4 0 2x6 (5) ®2x8. SYP#2 SOLE PLATE; WALL SHEATHING SEE DETAIL 1 SO.1 FOR SPLICING , OPTIONS. GARAGE +21.8 DOOR 23.9 (16'x7') FTG: 1 rrtLAL, 1 r r UPLIFT 2X6, 2x8 = (5) NAILS v LAIt NAIUNt: TYPICAL STUD NAILING•' - - • 0 MIN. SPLICE LENGTH 2x10 2x12 7 NAILS T FASTENERS F E ;, {) FASTEN A >, CONNECTOR E ER L COD ALL TOP PLATES 0.131x3 END NAI " " / (16) PACE NAILS SYP SPF NAILS: 9 LVL 11 LVL - 7 NAILS LVL, {) TOGETHER,. w 3 ROWS / {) VENLY SPA 2 @ 2x4, `` _ CE 14 LVL; 16 LVL 9 NAILS 9 10dx1 .,..., .:..: {) OF .131x3' 12 O.C. STAGGERED. USP A35 450 450 () /2 3 CSD 2x6 4 0 2x8. USP RT7 585 495 (5)8d EA. EVD SYP#2 USP RT8A 775 1 650 (5)10611/2" EA. ENDTYPICAL WALLFRAMING NOTES. " ROOF SHEATHING, 6 MAX: USP MTW12 1195 860 (7)10dx11/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. P HTW20 1 dx1 , ALL WALL STUDS.. US 145 .1245 12 0 EA. END 0 /2 { , aSEE I 5 SQ.O. „�., .,.•r..,. ,I.,, we' f„a,.,� ,-. e,r. _ ..-- -.._ ..- --- -.. ___ L � r-/ ., .., ,.,..,•..,. .. TOP CHORD DEAD LOAD 20 psf TILE SHINGLES _Ps P { ) BOTTOM CHORD LIVE LOAD 0 psf 10 f P P BOTTOM .CHORD DEAD LOAD 5 psf 5 psf P P DEFLECTION CRITERIA:. • L 240 TOTAL LOAD L 180 ROOF FRAMING LIVE LOAD / / ,: TOTAL 'LOAD L 240 FLOOR FRAMING. LIVE LOAD L 360 &/ %s " 0.75 MAX ANY CASE (ASID). • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES ASD: THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY ' 0 FURTHER REDUCTION: THE ALLOWABLE STRESS .DESIGN METHODOLOGY.N SHALL BE PERMITTED • COMPONENT &CLADDING WALL ELEMENTS .SHALL BE DESIGNED FOR BOTH A V POSITIVE AND .NEGATIVE PRESSURES SHOWN IN TABLE BOE • LINEAR INTERPOLATION IS PERMISSIBLE. PLUS PRESSURE AND MINUS SUCTION.. • DESIGN OF WINDOWS DOORS FASTENING TO THEWALLFRAMING IS THE WINDOWS/DOORS THEWINDOW/DOOR MANUF. SUPPLIER &SHALL MEET RESPONSIBILITY OF T ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. THE T a a ��- ��- _y -- a o I a �� � I-- I o 1 a DENOTES EDGE STRIP. --, o r SEE C & C CHART I OV FOR a DIMENSION I ABOVE E I 1 0 1 L__ ' '� ° uar m�1Mc•t ,0•ry 1 tJD �y�Ivy GrA. _Ivu • 6'-4" Z. USt SYN Z hUK ALL ILII' # PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR FARING ELEVATION U.O.N. N B 0 PLAN. 5. FASTEN BOTTOM PLATE OF LOAD BEARING TO CONCRETE SLAB w 10d MASONRY CUT NAILS / >, 48 O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS WA D SIZE ACING G TEM B OVE. RAISED - HEADER - PERMANENT TRUSS BRACING BY OTHER. FULL HEIGHT ANCHOR AT INTERIOR WALLS ,, TYPICALLY : FULL HEIGHT THREADED RODS -" DS C� 6 0 O.C. BLOCKING -0NLY REQUIRED AT SHEARWALLSPT. AND STUCCO FINISH. 16d COMMONS (� 8 0 C (1)A34 + (4)12d TOE NAILS LX-tSLUGKING ONLY RE UIRED IF S 0 HEARWALL. - - - - -� I ---- FASTEN LOWER STUD 8d TO TALLER STUD w / COMMON 2 -ROWS OF 10d COMS 0 1 2 O.C. TYPICAL SOLE PLATE NAILING " • 0.131x3 TOE NAILS: L 3 ®2x4 4 0 2x6 (5) ®2x8. SYP#2 SOLE PLATE; WALL SHEATHING SEE DETAIL 1 SO.1 FOR SPLICING , OPTIONS. (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS USP MSTA36 2065 2065 13 10d EA. END USP LTS206 1.105 1105 /z o ROD T, FTG: USP JUS28` 1305 1305 (6)10d TO ,,, FADER USP. HTT16 4290. 4290 � ROD /a 0 FTG. ` m q •:^ o %, s ,, USP HTT22` 5370' 5370 / 0 ROD FTG WINO LOADING. - UPLIFT, TRUSSES ..SHALL. BE DESIGNED WITH A ASCE 7 10 FOR WIND UPL MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE SEARING POINTS ATTIC FLOOR OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, C LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED B .75 WHEN COMBINED w DEAD LOAD.WALLS BY / - _ - - - - - - - - - 130 MPH BASIC: WIND SPEED (ASCE 7.10) IMPORTANCE FACTOR --------------- 1.00 MPO MEAN ROOF HEIGHT -------------- 25.0 FT ROOF PITCH 7/12 - - - - - - - - - - - - - - - NG CATEGORYQ BUILDI TEG - - - - - -- - EXPOSURE CATEGORY -- C N - - - - - - - - - - - -ENCLOSED ENCLOSURE CLASSIFICATION ---------- ` INTERNAL PRESSURE COEFFICIENT t .18 s USP PAU44 2535` 0 ROD �s / 12 16d s USP PAU66 2535 5/a"O ROD r (12)16d / ( ) USP MSTAM24 1545 1455 5 x2- O /a a TAPCONS SIMPSON CONNECTORS S RS CONNECTOR N UPLIFT ST FASTENERS F L CODE # SYP SPF INTERIOR ARI SEE PLAN FOR AND O.C. S CONTINUOUS BLO WITH IN FLOOR S WHERE POST I S A35 450 450 12-8dx1 / " 2 10446.4 H2.5T 600 520 5-8d EA. END 11478.3 HTS16 1150 1085 - 16 lAd EA. E . D 10456.6 MTS12 10 00 860 7- , ,• 10dx1 EA. / z END 10456.3 HTS20 1450 1245 24 1Odx1 /z _A .END. 13872.3 MATERIALSPECIFICATIONS M 4 STA2 1765 1270 _ 9 10d EA. EN 13872.4 MSTA36 2050 1870 13-10d EA E D 13872 8 4'-0" IN ROUGH DROPPED OPPED H EAD MINIMUM ENO OPENING OR SILL PLATES FASTENER EACH END SYP12 DBL. r HEADER, TOP PLATE. PER PLAN. (1)2x4 SPF #2 (4)124 TOE NAILS • 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS RAISED - HEADER (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 14 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS Iyl . . . : / • .' .. •• ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. _ " " " " " 0 EPDXY 3x3x 0. 42 24 Xz 22 9 4 -_ 2 " " " " " „ 0x6 TITEN HD 3x 3x0 24 42 .2 Xt 29 4 4 SI e pY^ m 11 ` m q •:^ o %, ON O o m r / � r s d ' m FOUNDATION SEE PLAN f '�'�rar 4'-0" IN ROUGH DROPPED OPPED H EAD MINIMUM ENO OPENING OR SILL PLATES FASTENER EACH END • 4'-4" (1)2x4 SPF #2 (4)124 TOE NAILS • 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS • 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 14 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS I _ 4 0 OF ROOF EDGE). ) EDGE). i Rl1f1F FII!`Gl 8d ®3 " -- r : I ,gym '4a� mo. r SEE DETA ON S1.01 t -- -I 1. I LS --- I I m � ✓ ,r+ ARCHED TRANSOM OPTION: WALL SHEATHING TO SOLE PLATE " F RAISE FROM )fi BOTTOM OF SOLE PLAN AND FASTEN ;w/8d COMMON ®3 " I O.C. P SOLE LATE ANCHOR SCHEDULE NAIL SPACING SUPPORTED EDGES GENERAL N _ EXAMPLE OF UNSUPPORTED ��JNBLQ�.'KED� PANE AT , TES EDGE- . . ... . . . : / • .' .. •• EXT. W H ALL SHEARWALLS LLS WASHER ER EMBEDMENT EDGE ANCHOR SPACING SPACING SPEC, DEPTH DISTANCE _ " " " " " 0 EPDXY 3x3x 0. 42 24 Xz 22 9 4 -_ 2 " " " " " „ 0x6 TITEN HD 3x 3x0 24 42 .2 Xt 29 4 4 SI e pY^ m �'{ ` m q •:^ o %, ON O o m r / � r s 2x SPF DIAGONAL BLOCKING f '�'�rar _. a 1s®rnye Christb' _phei J Sabourin PE FLI?E#7146'1 I DROPPED ED HEADER FASTENED w/ 3-0:131"x3" - EA. END TYPICAL. SHEATHING MAY EXTEND 2°; PAST BLOCKING- WINDOW SYP#2 HEADER, PER PLANS. ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. : JACK AND KING STUDS, SEE PLAN. AT TWO-STORY CONDITIONS, WINDOW SILL SEE PROVIDE SOLID BLOCKING SCHEDULE.- WITHIN' FLOOR 0 SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS. SDWC15600 SCREW SEE 8/SO.Q. e a , 2 12- 1t Z' 1 MAX: MIN. 'WALL FRAMING AT SOLE PLATE A _' 8d FLOOR SHEATHING WALL FRAMING AT ` ANCHOR: L__ --J 18 16d TO T USS BEAM , FROM HARDWARE AN ANCHORS. / SOLE SEE SCHEDULE RO 0 PLATE CHANGE N I _ GE CO DITION A' HTT4 3480 Soso 11496.2 RAISED HEADER CONDITION COMMON SEE SPECIFICATfON ANCHOR BOLTS & THREADED ROD. SHALL $E IN ACCORDANCE WITH _s PLATE BREAK 0 [NOT ACTUAL PLAN]... �'I� �'I a'IL 1 / � ROD 0 FTG. � I ASTM A 307 OR ASTM F 1554 GRADE 36. a 0 3 -0.C. BUILDER MAY CHOOSE EITHER THE DROPPED I 32 TO WALL FRAMING AT 16d USS/BEAM ,' HEADER CONDITION OR RAISED HEADER WASHERS. SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). ('"�------- CONDITION. 5250 4670 11496.2 PE ` F SERVICE HITS „ F R PP HEADER 'NUT'S. SHALL BE IN ACCORDANCE WITH ASTM`A 563 GRADE' A HEX. SCOPE O a R NDITI N 1 /s 0 ROD 0 FTG. I : ,I METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I 2 TYPICAL WALL FRAMING SHA BE GALVANIZED. 6-1Od TO HEADER EXTERIOR LL MEANS AND METHODS. LUS28 930 780 10655.113 T S0:0 RETROFIT RE AR ROD INSTALLATION. EMBEDMENT OF RODS OR REBAR THE STRUCTURAL. ENGINEER SHALL NOT HAVE CONTROL 0 BE RESPONSIBLE 4-10d TO JOIST I I I 8 / � FOR CONSTRUCTION' MEANS METHODS, TECHNIQUES, 'PROCEDURES; OR I I DOWELS SHALL BE 92 BAR DIAMETER MINIMUM, HOLES SHALL BE /a _'HEADERI I SOLE PLATE ANCHOR ' • 14 16d TO J SEQUENCES, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY L - - - - - - J AND LARGER THAN THREADED ROD SIZE. HU410 905 785 10531.36 HOLD DOWN. LARGER THAN REBAR SIX /s QS. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST J}- U.O:N. J�. 3x3xYa SLOTTED ( ) I ACCORDANCE WITH THE CONTRACT 1 2-Y4!--, THEM TO CONSTRUCT THE WORK N ACC W T C SYP#2 DBL. � SEE S0.1. • L E ON OF THE FOLLOWING PRODUCTS s # ' SEE 5 SO 0.WASHER PUSHED ANCHORING ADHESIVE. SHALL B E L DOCUMENTS. ABU44 2200 /s 0 ROD EP XIED 6 _MIN 10849.6 / ME TOP PLATE. TO OUTSIDE BUTT JOINT (DUAL CARTRIDGE INSTALLATION ONLY): s „ EPDXY: ITW RED HEAD A7 ABU66 2300 /s" `ROD EP XIED 6 MIN 10849.6 IN DESIGN RESPONSIBILITIES: 3x3xYa SLOTTED FACE OF WALL. LIMITS OF STRUCTURAL ENGINEERING DES G BLOCKING ONLY REQUIRED a - WASHER PUSHED REINFORCING STEEL. SHALL BE ASTM A615, GRADE 60. SET N A N A SIMPSON EPDXY-11E TIE 11506.4 THE ITEMS SPECIFICALLY .DESIGNED BY THE STRUCTURAL ENGINEER ARE / / AT SHEARWALLS AND WALL .SHEATHING STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. TO OUTSIDE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, -' STUCCO FINISH. WELDED WIRE FABRIC WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS WALL" FRAMING AND REQUIRED SHEATHING AND 10 16d TO S JD/BEAM/POST SEE DETAIL 1/S0.1 FACE OF WALL. Q LTT208 1675 1675 11496.3 .. FOR .SPLICING PLAN VIEW LAMINATED VENEER LUMBER, (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2"0 ROD T FTG` ( )� OPTIONS. RATED SHEATHING, E T THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED E OR EXCEED PRE ENGINEERED WOOD FLOOR AND ROOF TRUSSES, .:FLOOR FRAMING NOT LS 12 805 695 10- BOUNDARY F • 10d 13872.5 " SEE .GENERAL NOTES. - 1 MODULUS , E 1 900ks1 BENDING STRESS Fb 2600 sl SPECIFICALLY ADDRESSED TRUSS TO TRUSS CONNECTION AND ANY FULL HEIGHT 12 Y2 SHEATHI G {) , { ) P Y2 THREADED. ROD ARCHITECTURAL, .MECHANICAL OR ELECTRICAL SYSTEM, CS16 1705 1705 13-8d 10852.1 SHEATHING " " ,f PT. SYP#2 J11 EPDXIED 4 OR Y2 0x6 MAX. MIN. TO BE SIM SILL PLATE. EXAMPLE OF PANEL SIMPSON TITEN HD. - CONTINUOUS EDGE w BLOC INC GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS INTERIOR BEARING soLE: PLATE BREAK TO UPPER WHERE REQUIRE BY TOP PLATE. .WALL;_SEE SCHEDULE SECTION VI GENERAL NOTES. FLOOR SWEATHING SPECIFICATIONS FOR STUD' SIZE 0 EW .,.,"._T°.. ,,.,,,,, ,,, .. .,.*, 1 AND O.C.'SPACING. LJ/JL 1 0G l/,D VR. rLI WVVV VLVG MIVV. IVMIL VVIIFI Wu VuMMVIV 1`9 0 V.V.'GVUG OL rIGLV F -SHEATHING SPECIFICATIONS: ROOF _ z 6 APA AT OS ATG 1 R ED B R PLYWOOD SHEATHING NAILS 11 x RIN SH K AILS ® O.C. EDGE & 6 O.C. FIELD W MIN.: - / 24 0 D w 0. 3 2 G AN N 6 ABLE ENDS DECREASE EDGE _NAIL SPACING- TO 4 O.C. WITHIN SH GLE is , / / { _ _ APA RATED PLYWOOD SHEATHING, DS DEC. OD SH THI G NAILED w` 0.113x2 RING SHANK � 6 O.C. EDGE & 6 O.C. FIELD AT GABLE EN DECREASE A IN 4 TILE MIN. 15 32 32 16, SE EDGE NAIL SPACING 4 O.C. WITHIN 0 OF ROOF / / / { AACTflI` _ AALM....1 J7 7d /1R APG RflTFr1 PI YW()l1R CHFATI-IIAI(: KIAII Ff1 w/ (111-i v') RIAIG CI-IflAll! NIflILC !rD R 11 (` Ff12F Rv R (1r FIFI f1 (AT GARLF FNfiC f)F(`RFACF FIIRF Alflll CPA!`IAIC T11.d r) r, WI TI-IIAF d-(1 (1 " _ 4 0 OF ROOF EDGE). ) EDGE). i Rl1f1F FII!`Gl 8d ®3 " -- r : I ,gym '4a� mo. r SEE DETA ON S1.01 t -- -I 1. I LS --- I I m � ✓ ,r+ SEE DETAILS ON S1.01 -� -- r ,:_��- WALL SHEATHING TO SOLE PLATE " F RAISE FROM )fi BOTTOM OF SOLE PLAN AND FASTEN ;w/8d COMMON ®3 " I O.C. P SOLE LATE ANCHOR SCHEDULE NAIL SPACING SUPPORTED EDGES GENERAL N _ EXAMPLE OF UNSUPPORTED ��JNBLQ�.'KED� PANE AT , TES EDGE- . . ... . . . : / • .' .. •• EXT. W H ALL SHEARWALLS LLS WASHER ER EMBEDMENT EDGE ANCHOR SPACING SPACING SPEC, DEPTH DISTANCE _ " " " " " 0 EPDXY 3x3x 0. 42 24 Xz 22 9 4 -_ 2 " " " " " „ 0x6 TITEN HD 3x 3x0 24 42 .2 Xt 29 4 4 WALL • .. 1 NOTES. (TYPICAL). H A ' -ATI N . I 4 1. REQUIRED SOLE PLATE ANCHORS ARE Q ED A . ,a, TALL EXTERIOR FLEXIBLE FINISH -MIN. /,e", 24/16, APA RATED OSB OR PLYWOOD: STRUCTURAL 1 SHEATHING, FASTENED w/ 8d ®4" O.C. EDGE AND 6" Q.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I I I ''` I I ° I WALLS AND ADJACENT TO • ::. CORNERS. AND PLATE BREAKS AND KING ,ST 4, NAILING UDE. WOOD,' CEMENT, OR VINYL SIDING HARDI PANEL & Rt' K. T 1 UDS.TO INTERMEDIATEX. FLEXIBLE FINISH. WALLS INCL D, ...E _ V B C ALL.. OTHER WALL SHALL BE CON,S.,DERED BRITTLE FINISH. " SUPPORT IS 6 O.C. M ' _TROOF 24 16 APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING FASTENED w 8 'STUCCO FINISH. MIN. /,a / E / _d C�-4 O.C. EDGE AND 6 O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. , 2. WASHERS `SHALL BE SLOTTED. LION . { ) TRUSSES; OR MASONRY SPECIFICATIONS M TY TRY " " " " " , » FLOOR JOISTS. UL STORY 3. AS AN ALTERNATE TO THE 3 X3 X P Y Y LATE WA _ IN T a SER A SINGLE STORY 3 X3 X W 1 ¢� ROUND e z A - / DESIGNED IN ACCORDANCE WITH. ACI 530 05 AND SHALL BE CONSTRUCTED IN ACCORDANCE IN ACCORDANCE' WITH ASTM C476 WITH A _ MASONRY HAS BEEN DESI D E WITH ACI530.1 05. GROUT SHALL BE TH MINIMUM OF 28 DA COMPRESSIVE STRENGTH OF ' 3 `" " STEEL WASHER MAY BE USED. GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF � PLACED AT AN M T 7 sl PER ASTM C1019 8 TO 11 SLUMP. MORTAR SHALL CONFORM 0 ASTM C2 0 AND TYPE M OR S. TYPE N MORTAR MAY B ; ED 1' CONOTRACTOR -S ALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. USED N BRICK VENEER. H ,. 1 TYP..W SECTIONS A O S 3 LE PLAT ROOF AND �- SO E ANCHOR DETAIL & SCHEDUL 4 FLOOR SHEATHING NAILING CONCRETE MASONRY UNI C: { S0.0 SCALE: 3/4" = V-0" " 50.0 S0.0 SCALE: 3. 1 4 0 / ACCORDANCE WITH ASTM, C90-75 HOLLOW CMU TYPE 1 GRADE N-1 NORMAL WEIGH H i UM COMPRESSIVE STRENGTH OF 1 00 si f'm=1500 WIT N M 9 PSI). GROUT ALL CELLS CONTAINING A ITD CONT G VERTICAL CMU SHALL BE IN CCO (CMU), ` P { P REINFORCEMENT IN 51-0" " MAXIMUM 'LIFTS PROVIDE CLEANOUTS PER ACI 530;1-02 IN THE BOTTOM OF COURSE OF MASONRY `WHEN THE WALL HEIGHT EXCEEDS 5'-0". RA -1 H CONCRETE MASONRY L CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E E GRADE HOLLOW C UNITS WITH TYPE S MORTAR. WALL COURSING SHALL B RUN .,: Y ALLS. A E NTNG BONDS ,TACK BOND SHALL ASON S M L NOT BEF!!�� ' » 1 1 y REINFORCING, /2 2 1'- VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROC CONCRETE GROUT. SPLICES IN G WHET E 4 CONTAINING VE L EI K E PERMITTED SHALL B 8 BAR DIAMETERS. ALL EXTERIOR WA USEDr GROUT ALC_CELLSLLS SHALL BE REINFORCED FULL HEIGHT _ 3 R OF 10d REINFORCING OW VI CONTINUITY OF N AT IN N WALL INTERSECTIONS. PROVIDE CO TEAS MAX. AND AT EACH CORNER WALED AND E N. _.. INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALL WITH 4 � 4 0 O.C. L INC CORNS BARS MINIMUM OF 40 AR { ) , , B INFORC NAILS 8" 0. HORIZONTAL J01 T EMENT'AT 16" HENT. AT STE WALL CONSTRUCTED OF 5 OR MORE COURSES PROVIDE N. O.G. VERTICALLY EVERY OTHER COURSE AND VERTICAL IN EACH ELEMENT. MCAL REINF. SHALL B INCREASED DIAMETERSTQ E, SED AS NOTED ON � • °' ° " 1 S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A -MINIMUM OF 6 . 2 PLY STAGGED / SIMPSON BEAM. °� - °� 2x4 BLOCKING " CLAY 'MASONRY (BRICK): SDWC15600 3 PLY BEAM. N a ®24 O.C. FASTEN SEE ROOF x MEMBERS: A - K SHALL E IN ACCORDANCE WITH ASTM C62 C216 OR C652 FOR BUILDING BRICK FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. 2 4 EACH END w 3 10d BRICK B FRAMING / OW F 10d TOENAILS. 1 R O CO C ETE SPECIFICATIONS: PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d ° " ` y NAILS ® 4" O.C. N R - DETAILS. ^ TO TOP OF TRUSS A " ACCORDANCE WITH .ACI 30 S SHOWN. AND SHALL BE CONSTRUCTED IN 1. ALL CONCRETE SH ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 08, N L ALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT DAYS _ O AT 12 O.C.PROVIDE ° R DE '2x4 BLOCKING PR STRENGTH OF :3000 PSL 0 PORCH SLABS SHALL HAVE A'COM COMPRESSIVE CONGAS AT GARAGE AN 2x6 MEMBERS. TE .. .. EA. SIDE. AT HORIZONTAL JOINT . ° • S' ROOF. SHEATHING, SEE N (2) ROW OF 10d STUD BELOW NERAL NOTES 3 ROWS 12d O.C. 4 '10d SPECIFICATIONS BELOW. NAILS ®4 LOWERTOF H AT 12" O.C. STAGGERED PLATE AT BREAK. OVER LAP DOUBLE COMMONS FOOTING AND FOUNDATION -S_ A SID PRE-ENGINEERED WOOD E E. TOP PLATES. V BEEN DESIGNED WITH A SOIL BEARING HA E IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE B G DES GN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION P NS SHALL REPORT IS RECOMMENDED TO _VERIFY SUITABLE A F UNDATI FOOTINGS D 0 Q { ) G N2x SPF BLOCKING WALL ROOF TRUSSES. P INTERSECTION LE SOIL THE ENGINEER -SHALL BE NOTIFIED. 2 & 3 LY BEAMS OATH G ONAL VIEW HE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED -0R UNSTABLE ED. SOL SHALL BE FREE OF ORGANIC MATERIAL AND `COHESIVE x IF CLAY SOILS. SOIL. COMPACTION AND FILL x4 2 OST `APACE CONDITIONS, RIPPED TO FIT 2 OR 2x6 POST suBsu o CONDITIONS HA BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH `ASTM D 1557. WITH GAP SHOWN. SHALL P FCORNER -� or �: a 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 » '» 3R ARCHITECTURAL PLAN OR FRAMING PLAN BUT BY DIM (3)ROWS OF 5 (3)ROWS OF 6 a 1 0 NOT DETERMINE FOOTING .LOCATION BASED ON EITHER THE ARCH( ENSIGNS PROVIDED ON FOUNDATION PLAN. IF FO FOUNDATION :PLAN" SHOWN ONS .0. D FOOTING SIZE 0 LOCATION IS NOT S4 SIMPSONTRUSSLOK EN CONTACT ENGINEER OF RECORD EOR - d ENGINEER ENGINEER LOK DETERMINED ON PLAN THEN (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD SEE ROOF " " FASTENERS C� 24 o.c 4 o.c " FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS F " FASTENERS ® 2 I CONCRETE COVER FOR REINFORCING SHALL BE 3 IN F00 INC T1NU FOOTINGS PROVIDE 3 ® 8 O.C. OR ROD- C U NLESS OTHERWISE NOTED ON DRAWINGS MINIMUM C ETE R HAIRS. FRAMING # ' AS SHOWN AS SHOWN CORNER BARS MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICE SIMPSON I INTERSECTIONS -F RP NDICULAR CONCRETE ELEMENTS BY INSTALLING L SIN REINFORCING WHERE PERM( SHA AN, PROVIDE CONTINUITY OF REINFORCING AT 0 PERPENDICULAR PERMITTED, LL BE 48 - PL FOR CORNER WALL L TAME RS DETAILS. SDWC15600 A INTERSECTION BAR 0 TE CO DITIONS SH HING MAY CONDITIONS E SEE ROOF ' T I ATE AT SIMPSON SIMPSON ER 3 -PLY TAMING 4-P Y ONCRETE SCABS ON GRADE: L T C SDWC15600 NOTES: T F DBL. OP SDWC15600 `' 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 SUBTERRANEAN SEE NOTE 1. PLAN FOR 1. OVERLAP P PLATES AT CORNERS AND INTERSECTIONS. " SEE NOT 1. TOP LATE. E „ „ " DETAILS. ._ UR OF CONCRETE PLACEMENT PROVIDE 14 LVL AND GREATER T A 1 SAWCUT INTO .SLAB IN 12x12 GRID WITHIN 12 HOURS SAWCUTS THROUGH .OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. CONTROLLED CRACKING CU S CU N E ODS. 2. TERMITES. WCUTS. FORDENOTES 3x013 1 GUN NAILS ®6 O.C. VERTICAL. TYPICAL CONNECTION 3. • DENO S SOLE PLATE ANCHOR, SEE SCHEDULE. WOOD FRAMING SPECIFICATIONS: 5" < HEEL < 1'-0" NOTES: 4. SOLE PLA ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED.HEEL <5 1. TYP. CONNECTION AT STUD COLUMNS, 5 CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLEALL WOOD FRAMINGHAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS(NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TOWEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE TREATED. IF ACQ OR NON DOT BORATE PRESERVATIVE TREATMENT 1S USED ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. F ACZA PRESERVATIVE IS USED ALL FASTENERS SHALL BE NOTES: ES. JACK -TO -KING KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN 1. AT C ONLY REQUIRED WHEN T STAINLESS ..STEEL: TOP PLATE TO STUD SD Q EN S UD IS DIRECTLY BELOW TRUSS. 2. SPECIFIED NAILING RE REQUIRED FOR EVERY PLY 2. H2.5T MAY BE SUBSTIT ED FOR TRUSS. CONNECTION, PROVIDE ADDITIONAL H2.5TQ 0 EVE L " IN ADDITION T P Y w. ...PRE-ENGINEERED WOOD TRUSSES. AT TOP PLATE TO .STUD SPACE 0 48 O.C. DITION 0 (2) PLYS �• FRAMED �/�/ ., ALL CORNER AND T I FP TPI AND AITC 100. CONTRACTOR VE PLY WITH N A A SHALL VERIFY THAT ADEQUATE TRUSS BEARING AN ENGINEER: IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COM Q GIS' INSTALLED AT ALL TRUSSES AS SHALL BEAR. THE SEAL -0F , - 5 ROOF TR CONNECTION ' U _ � INTERSECTIONS THE RESPONSIBILIT` OF THE DELEGATED TAUS R P DRAWINGS: ALL TRUSS -TO -TRUSS -CONNECTIONS AND TRUSS PROFILES -ARE Y S ENGINEER. TRUSSES SHALL HAVE TEMPORARY BRACING R STUD INDICATED IN .THE `TRUSS SHOPER COMMENTARY AND 6 BUILT-UP MEMBER FASTENING S CONFIGURATIONS RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES HIB -91.- AT MULTIPLE STRAP CONNECTIONS SPREAD STRAPS TO AV OID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON S0.0 50.0 SINGLE PLY TRUSSES PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. S0. KING STUD TO TOP PLATE. TRUSS TO PLATE: SPECIFICATIONS:SDWC15600 SCREW. ROOF COVERING SDWC SCREW , TOP PLATE TO HEADER F NOT REQUIRED AT GABLE -\ SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO Q BE RESPONSIBLE FOR .THE DESIGN AND INSTALLATION OF THE ROOF COVERINGHE MANUFAC UREA S- REQUIREMENTS. CLAY TOP P TO HEADER THE CONTRACTOR: SHALLO Y E DETAIL AT FASTENING: " SE A L RIGHT. NOT REQUIRED " Q ENDS OR OPENINGS AND :THE MANUFACTURERS REQUIREMENTS. ST O E (NGS LESS PER THE CONCRETE AND .CLAY ROOF TILE INSTALLATION MANUAL. Q STANDING SEAM METAL .ROOFS SHALL COMPLY WITH ASTM 1 AND TILE ROOFS SHALL BE INSTALLED E 514' AND BE INSTALLED SEE DETAIL AT RIGHT. OT REQUIRED " FOR GABLE ENDS: Q D INSTALLATION OF ALL METAL FLA THAN 4 6 THE CONTRACTOR SHALL B RESPONSIBLE FOR THE DESIGNAN L FLASHING AND VALLEY MATERIALS: ACCORDING TO THE MANUFACTURER'S REQUIREMENTS.E 0 EKING STUD TO TOP .PLATE: FOR GABLE ENDS. SDWC15600 SCREW ._ .. WATERPROOFING: NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING. SEE DETAIL AT RIGHT. NOT REQUIRED E RESPONSIBLE FOR THE DESIGN INSTALLATION OF ALL WATER PROOFING 0 THE CONTRACTOR SHALL B / ENDS OR OPENINGS LESS R- a: F0 GABLE ENDS. THAN 4'-6" PLATE TO HEADER WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING &JACK . KING & JACK SDWC SCREW STUDS SEE PLAN ; " CONNECTION STUDS:. SEE PLAN 24 O.C. .MEMBERS FASTENER INTERIOR LOAD BEARING WALL S .. TYPE LINTEL DIMENSION MIN. BAG. MAX. SPAN BUILT-UP POST IN THE WALL 11 4® (2)12d TOE HEAD 3 SILL L FACE NAIL GUN NAILS ® 12 STAG. NAILS E.E. TOP PLATE TO TOP`PLATE A 2 " PLATES SEE ' 1 t , - X -B SEE DET 1 HE SI L3 x3 x / 4 6 0 GABLE RACE, AIL .1 • 9$ LL /2 /z a �� MI SCHEDULE.:. 2X (MIN) : 6 WALL - ;> " " P TES SEE 3 GUN NAILS TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) � x� 6 8 -0 HEADER' SIZE JACK AND TRUSS TO L4x3 /z /a 2 2x8-1. 2 , , {) / CHEDULE DESIGNATES SHEARWALL. THE KING. PLATE- _ _ sTUD 4uANnrr. ROUGH OPN G, SEE ARCH:. SDWC . DBL. TOP PLATE TO STUD FACE NAIL 2 16d 3 GUN NAILS ,, " HEAD SILL KING :STUD TO FRAMING..BELOW. ( ) t t _ HIDDEN LINE DESIGNATES SIDE OF � ` �,;, x 6 10 0 �-F, SCREW L5x3 / /a " , „ V2 _ r " PLATES' S RIM .JOIST TO TOP: PLATE TOE NAIL 8d ®6 GUN NAIL ®6 „ " „ WALL THE. SHEARWALL SHEATHING EE CS18 -STRAP `w 6 10dx1 ROUGH„DPN G SEE ARCH. �- t t _ TO BE APPLIED. Sd ®3 6 SCHEDULE L6x3 /2 x /4 6 12 0 / NAILS EACH END, STRAP SW 3 6 " KING STUD TO BOTTOM PLATE _ _ DESIGNATES 8d COMMONS � 3 A . TTACHMENT CAN BE INTERIOR CEILING JOIST'TO'TOP PLATE TOE NAIL 3 8d 5 GUN NAILS " OR L7x3 x 6 16 0 CONNECTON. SIMPSONROUGH, . I2 /a O.C. EDGE 6 O.C. - IN THE OPN G, SEE ARCH. EXTERIOR SIDE OF WALL. F NAI 3 16d 4 UN NA ,. ACE L G ILS SDWC15 600 SCREW. OMIT IF , CEILING JOIST OVER PARTITIONS FIELD - STRAP NOT REQUIRED AT THE .: 1 STEEL LINTELS TO BE MINIMAL 36 . S SHEARWA HOLD OLD DOWN IS _ _ FOLLOWING. GABLE ENDS OR A 6 16d 8 GUN NAILS RAFTER FACE NAIL L PLATE T ROOF RA 0 HEADER I INC JOIST.. TO 0 CEL LINTEL MUST HAVE CORROSION { ) N RICK B SPECIFIED. N , ...- _ _ NOT REQUIRED AT ADJ ADJACENT LG Lon JACK' TRUSSES LESS RESISTANT COATING OF EPDXY BASED ` VENEER 9 SDWC SCREW GAB - > 3 GUN NAILS - _ LE ENDS OR 2 STORY BM BEAM MANUF " JOIST'. TRUSS TO PLATE TOE NAIL (2-16d) I anufacture THAN -8 OR OPENINGS LESS PAINT. - I=e>.mI . . WALLS , " 24 O.C. WEATHER BOT -BOTTOM MONO - Monolithic _ 2X4 WALL TOE NAIL 3 GUN NAILS THAN 3 6 RAFTER TO PLATE.. (3-8d) _ _ BARRIER BRG BEARING OC On Center 2 INTEL MORE THAN 8'-0". SHOULD . HEADER . LDE FASTENIN _ _ G SECTION CMU CONCRETE MASONRY U 4 GUN NAILS 1--� NIT OSB Oneited Strand Board • RAFTER ' T HIP TOE NAIL (3-10d) , JACK RA OBE LATERALLY SUPPORTED NOT TO I DBL -DOUBLE PERP - Perpendicular = - - x3 EXCEED 6 FT. O.C. w 2 WD _ 2 16d 3 GUN NAILS _ NAIL /a E BM. TOE /Engineered` . ROOF :RAFTER TO 2x RIDGE ( ) DIA DIAMETER PRE ENG.. Pre - 0 _ ( I , •„ KING STUD TO FRAMING BELOW. t LINTEL .. x " SCREWS INTO HEADER PROVIDE A / EA EACH PSF Pounds per S z p, .quare Foot ... - CS18 STRAP W 6 10DX1 16d® 16 O.C. ® EDGE 7i ' CONT. HEADER TWO PIECES FACE NAIL E ATTACHMENT ... .. / VERTICAL SLOTTED HOLE FOR SCREW. EE EACH END PSI Pounds per Square Inch « P- 9 ; • « < ,4 NAILS .EACH END. STRAP ATTACHMENT • SEE NOTE 2 -, CAN BE I -1 - EOR ENGINEER OF RECORD` PT PRESSURE TREATED CONT. 'HEADER' TO STUD TOE NAL (3 6d) 4 -GUN D STUD OR 2X10 INTERIOR OR EXTERIOR 1 _ . SDE OF WALL" 3. BRICK VENEER ATTACHMENT. E E UAL Q Q T utak Tie _ _ 4 Q SOLE PLATE ANCHOR BLOCKING FASTEN STRAP NOT R SOLE P AT E UIRED AT THE F _ _L E CONNECTOR O FOLLOWING: " 'STRAPPING NOT RE U1RE STUD: TO SOLE PLATE TOE NAIL (3 16d) 4 GUN NAILS Q D HORIZONTAL TIES ®24 O.C., VERT... EXT -EXTERIOR REINF - Reinforce " PER :SCHEDULE w 8- LOCATED WITHIN 6 OF STUD / 10d COMMONS ' GABLE ENDS OR �� " FLASHING FBC -FLORIDA BUILDING CODE SF - Square AT LOWER LEVEL HEADERS TIES c� 12 O.C.. FOR 130mph 0 uar Foot 9 N FACE NAIL JACK TR CKI G 16d � 16 GUN NAI ' � 8 P HEADER TRUSSES LESS SOLE PLATE TO JOIST/BLOCK L { PACK. OMIT IF SHEARWAL / { ) L UNLESS SPECIFIED ON PLAN " _ _ MULTI TRY , FDN FOUNDATION SPF -Spruce Pine Fur STORY WIND -ZONE VERT. TIES @ 16 O.C.. P :SEE PLAN THAN 8 OR OPENINGS LESS BRICK LINTS HOLD DOWN IS .SPECIFIED SINGLE STORY .; MULTI TRY „ IL SPECIFICATIONS FT FOOT.. SYP Southern Yellow Pine STORY NA AT ALL OPENINGS SPACE TIES WITHIN T THAN - SEE SCHEDULE rrS (STACKED WINDOWS ,:, A 3 6 " " = " FTG FOOTING THRU Through � = UN NAILS 2 x0.113 � RINK SHANK a 3 xOc131 G 12 OF OPENINGS. PROVIDE 0 WEEP(UNSTACKED /,aU SACKED- WINDOWS „ _ - , _ ,r HDR HEADER TYP Typical _ _8 TYPICAL H DER STRAPPING 2 x0:113 t� - 6d 2 /2 x0.131 0 8d � 33 O.C. IMMEDIATELY ABOVE HOLES SECTION VIEW _ _ ,, » HORIZ HORIZONTAL LION Unless Otherwise Noted " » _ _. _ FLASHING. 3 x0.162 0 16d 3 x0.148 0 - 1od / INTEL z OF BRICK L _ 50.0 LBS -POUNDS VERT Vertical 1 t/2"xO.148"O 10dx1 t/2 " 1 t/2 "x0.131 " O = 8dx1 t/2 " WWF - Welded Wire' Fabric C�I®DPA ,gym '4a� mo. r m � ✓ ,r+ m a�• .fit 9rt 7 xi � SI e pY^ m �'{ ` m q •:^ o %, ON O o m r / � r s \`• as m � e e °P I a pnj, �1 e f '�'�rar _. a 1s®rnye Christb' _phei J Sabourin PE FLI?E#7146'1 I I 17 1 z �UI �.... V) i I j ( � � .,L.11 ) � VI _ V 1 i i W 7'� ■� //) i�r 4< 01z `.4J C V I ` I ! W L L 1 I .J I QLIJ I co z I ' m W ' 0' a I U FCIESIGN CRITERIA I AND GENE DA L NOTES I LAPCHITECTURAL SCALE DIMENSIONS FROM INGS:iFA DIMENSION' IS AR REFER TO THE DRAWINGS OR TACT THE E.O.R. P AN NAME FRANKLIN _ NK,L COASTAL DESIGN/D 2AWN/CHECKED ` CS KM LAP DATE 101.19.18 SCALE I S NOTED I LPA No. TOLL -1 - 8 00053 C(PNTROL No. 5108 SHEET S0.0 SHEET 1 OF 9 - 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4" O.C. PLATE w/ 10d 0 3" O.0 WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS wf 2x SOLID BLOCKING TO BLOCKING 0 3" O.C.7/ AT SHEATHING EDGE 6" BLOCKING ONLY REQUIRED DBL. TOP MAX NOTCH HEADER AT SHEA RWALLS AND PLATE � BELOW TOP PLATE 1 � 2x4 BLOCKING BETWEEN EA. 1 STUCCO FINISH 5-8d COM P RCH SHEATHING, HEADER TRUSS. ATTACH AT EACH WALL EACH SIDE S E SPECIFICATIONS I STUD w/ 3-16 NAILS AT EA. BELOW END I e °; PORCH FR 16d" COMMONS OF SPLICE 16d COMMONS .i HEADER, FRAMING INTERSECTION. {MIN. OF 2x4 SYP#2 HORIZ. BRACING ® IFI 8 GUN NAILS: 0 8" O.C. SHEATHING SPLICE 0 8" O.C. i » OUTER WALL SEE PLAN. 6-16d BETWEEN EACH TRUSS) 24 O.C. BETWEEN PORCH PARALLE HEADER & SUPPORT FIRST INTERIOR TRUSS. NAIL' FULL HEIGHT PORCH H POST, PER PLAN. (2)MSTA24 CONT, RIBBON CONT. RIBBON " T WA ANCHOR OR NAT 8d COM 0 EACH END w/ 3-0.131x3 NAILS PERPENDICULAR t STRAPS HOLD MIN. (2)2x4 WOOD PERPENDICULAR TRUSS BOARD (TYP) BOARD (TYP) 3 O.C. TYP T D DOWN AT EACH SIDE ( ) -L BASE OF POST BELOW. & (1) ADJ. DETAIL B FLOOR TO PORCH HEADER. WALL FLOOR - FLOOR � OF SPLICE TRUSS OPTION A SHEATHING TRUSSES TRUSSES 24 16 GUAGE POST BASE: OR JOIST. OR JOIST. I 2x4 SYP 2 STRAP w/11- POT 24" 16 GUAGE 4x4 POST: ABU44 STUD WALL. FRAMING SHEATHING SPLICE # I » BE OW _ 6x6 POST: ABU66 I DIAGONAL - 10dx1Y2 EA. END STRAP w/11 wf 2x SOLID BLOCKING LSTA12 FOLDED OVER T FASTEN EA. _ 10dx1 EA. END OP AT SHEATHING ED . I Y2 GE DOUBLE TOP PLATE PLATE _ 8d COMMON WIRE NAILS i N » END w L E w/5 10d NAILS / I o PLYWOOD PORCH. CONTINUOUOHEADER �' OSB r 4 _O ... BLOCKING 0 3 O.C.0 INTO 'TO d COMMONS o P PLATE & 5 1 Od I 10 PORCH HEADER » SLAB °, RIM. BOARDt. + 6NAILS INTO. BEAM. SPACE E PLAN�> SHORTER THAN SEE 16 MAX Y TS 0 48 O.C. OMIT IF WALL CEILING 4 FLOOR SYSTEM: ALIGN. /jT , J 5 A A 1 WALL FRAMING WALL. FRAMING TR ROD SHEATHING INSTALLED e VERTICAL JOINTS WITH ' LINE WALL FRAMING MSTA24 /8 ROOF TRUSS N STRAPS EPDXIED 6" MIN ON FACE OF BEAM. \ SHEATHING SPLICE WALL SHEATHING OR JOIST II JOINTS INSTALL FLOOR TO FOR. PERPENDICULAR PLAN VIEW F PLAN VIEW OF ELEVATION -VIEW OF BLOCKING ONLY REQUIRED. 5-8d COM FLOOR STRAPPING PER TRUSS CONNECTION 8NGUNOPTION 1 OR 2 PORCH' HEAD PORCH HEADER PORCH; HEADER SEE DETAIL B ABOVALLS ANDAT SHEARWEACH SIDENAILS CONTINUOUS 2x6 SYP 2STUCCO FINISH OF SPLICE AT RN R P AT POST AT POST #OPTION 1 OPTION 2FULL HEIGHT LEDGER FASTEN WITHOVER LAP SHEATHING APA RIM BOARD OPTION' FLOOR' TRUSS PARALLEL PRH SHEATHIN ECIFICATI NANCHOR OR DTT2Z 5-0.131x3" EA. STUD. " HOLD DOWN AT. (2)2x4 WOOD /Z GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST OR OPTION B BELOW. &' (1) ADJ. PARALLEL TRUSS NOTE 1: TO PORCH HEADER. 3 » » 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. SB OR PLYWOOD, w d DETAIL A /a (OR CREATE) O L / 8 COMMON NAILS 0 6 O.C. EDGE AND FIELD 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED O FLOOR FLOOR T WALL SHEATHING AND STRAPPING OPTIONS 1 OR 2 PI ALPORCH FRAMING DETAILS 3TYPICAL PORCH BEAM CONNECTION wHON4WALL ADJ. TO ROOF CONNECTION S0.1 i SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0.1 S0.1 DYED SO 1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS SYP#2 2x4 NAILER FASTENED TO TRUSS ROOF 2-SIMPSON H2.5T. If TRUSS. BOT. CHORD w/ 0.131k3" 0 3" O.C. „ A I� 2x4 SYP 2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d'-0 3 A.C. ROOF _ _ - - - - _ - _ _ - - - _ _ A B A B O.C. FASTENED TO TOP ROOF TRUSS. TRUSS. 11' " SDWC 15600 _ _ _ _ _ _ PLATE w/ 4-0.1310" /+ SHEATHING FASTENED TO - - - - - - ®32 O.C. TT COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS I I � mi 1 » SHEARWALL 16 MAX. OSB WALL 2x SYP 2 CONT. ATTACH B FASTEN 'CATS EACH END w # �` D D D / SHEATHING B C B C 3-0.131x3 COMMON TOE NAILS TO TOP PLATE AND TRUSS C C W/ 0.131x3" 0 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR I C OJIL EXTERIOR WALL SHEARWALL S d�3" 6" SW 8d�3°/6" ALTERNATE PERFOR TED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST To A ALTERNATE B ALTERNATE C ALTERNATE G POSTBELOW WITH 2-CS16 STRAP KING POST To _ STRAPS WHEN FULL HEIGHT OST BELOW WITH 2-CS16 �A U TO LOWER STUDS �A UPPER TO LOWER STUDS ,� ANCHORS ARE NOT USED S�RAPS WHEN FULL HEIGHT 7/ OSB DIAPHRAGMFASTEN ROOF FLOOR DECK 10d 04 O.C. SW 8d03 6: (2) CS18";STRAPS SW 8dO3/6: 2 CS18 STRAPS ' TRIISS.1_� �� FLOOR O ANCHORS 'ARE NOT USED 0 3" O.C. FASTEN TO TOP CONNECTION CALL OUT ", '"' 2x4 SPF#2 CONTINUOUS FASTENED TRUSS. B SEE PLAN -END STUDS TO FOUNDATION (8� - END STUDS TO FOUNDATION PLATE (2) ROWS FULL HGT THREA6ED.ROD SEE PLAN OR HTT4 HOLD DOW N'° ;BASE (U.0.N) o /ts OSB f LEDGER 0 24 O.C. EACH ND w 3-1 d E 0 WALL STUDS WALL STUDS / 2x12 OR 2 2x6 OR 2 2x4. SYP 2.LEDGER » » O O # TOENAILS TO SW 8dC�93 6: HTT5 OR HDU5 SW 8d3f6: HTT5 OR HDU5 w/ OF 8d 0 3 O.C. 2» 3- BLOCKING TRUSS WEBS WIT w/3 -0.131x3 1 3/+" 0 SHEARW LL NOTES: C - SO PLATE ANCHORS C - SOLE PLATE ANCHORS Q _ w 4-12d NAILS AT EACH RAFTER. ROOF SHEATHING PAN EL COMMON. ; MONO STEM SEE:SCH DOLE ON DETAIL 3 SO.O SEE SCHEDULE ON DETAIL 3 S0.0 / 2x4 SPF FLOOR _ TRUSS SHOP DRAWING FOR QTY. AND 1. ATR OF TRUSS, SYP 2 2x4 NAILER FASTENED ALL AROUND FRAMING CWF,., pp CONTRACTOR MAY SHEARWALL NOTES TO TRUSS BOT. CHORD' w/ h AS SHOWN. '1 FASTEN CATS EACH END w / 2x4 SYP 2 CATS AT 12"` # CHOOSE AB C D OR G. � � � � 1. PROVIDE " OSB SHEATHING tis EA PROVIDE WITH 8d COMMONS 0 3" O.C.T PANE BOUNDARIES A " HIN L B ARIES ND 6 IN THE FIELD. 2 ROWS 0.131x3" 0 3" O.C. {j O 3-0.131x3" NAILS 0 6" O.C. O.C. FASTENED TO TOP 2. USE LTERNATE A. 2x BLOCKING AT LL PANEL EDGES. it i INTERIOR SHEARWALL. PLATE w/ 4-0.131x3" AT'EXTERIOR WALLS 2. PROVIDE'A MINIMUMSTUDS OF EACH END KING & JACK STUDS AT HEADER MAY 2 S CH OF SHEARWALLS. S Y SERVE AS SW -2 WALL .SHEATHING UP SHEARWALL OR COMMON. ENDING 3ETWEEN ROOF END POSTS FOR SW: GABLE END TRUSS. - R B -DOUBLE LEDGER RAFTER LENGTH A SINGLE LEDGE ALT. To Borth H3 ABOVE 5-1 NAILSFxTFRInR wnrr TRUSSE „ VERTICAL VERTICAL PRODIDE MTS12 � CS16 DIRECTLY, LESS THAN 4 -0 HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2 5T 0 32 O.C. TOP &- BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREA6ED.ROD SEE PLAN OR HTT4 HOLD DOW N'° ;BASE (U.0.N) 3. FASTEN ALL INTERIORS 'f1"0`ROOF OR FLOOR TRUSSES PER 5 S0,1 �• ALTERNATE ALTERNATE E P ) / D '�- ..USE ALTERNATE ` ALTERNATE `F LE & F F R FLOOR4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS` ON S1.0 T F Et FLOOR 5 SHEARWALL ATTACHMENT A ROOF s TYPICAL' SHEARWALL ELEVATIONWHEN 7 HEADER TIE DOWN DYED S0.1 SO.1 PROVIDE SOLID BL KING WITHIN 'FLOOR SYSTEM AT SW END -POSTS. SOA THIS DETAIL ONLY A,:I LIES WHEN NOTE �> DON PLAN 8d COMMON NAILS 4-12d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. AT 3" ) O.C. TYP ( ADER UP CONNECTION CONNECTION CALL OUT ROOF NAILS (TY:).) LS18 @ 32" O.C. 2x4 SYP#2 OUTLOOKERS 2x4 BLOCKING. FASTEN C (4) TRUSS FULL HGT THREADED ROD SEE PLAN EMBEDMENT'` DEPTH 0 24 O.C. EACH ND w 3-1 d E 0 WALL STUDS WALL STUDS / 2x12 OR 2 2x6 OR 2 2x4. SYP 2.LEDGER » » O O # TOENAILS TO BACKSIDE OF WEB. 2x2x'/a» 4" 4» 2» 3- H R 3 H2.5T HURRICANE IP Q_ NE CL 0 EA. OUTLOOKER'TO TRUSS. AT 16 O.C. AT 16 O.C. FASTEN TO ROOF FRAMING BELOW 1 3/+" 0 ITx3x'/a" BRACING APPLIED T FRONT SIDE OF WEB 1 2y» 3' _ w 4-12d NAILS AT EACH RAFTER. ROOF SHEATHING 6-10d COMMONS O MONO STEM r. TRUSS SHOP DRAWING FOR QTY. AND 1 ,�. OVERFRAME RAFTERSSEE PLAN. LOCATION. IF MORE THAN (1) LATERAL CWF,., pp BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. '1 2X6 ROOF TRUSS -/ROOF TRUSS SIMPSON H3 w/ 10-8d COMMON ANGLE SYP#21 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER BRACE TOEACH STUD PER ATTACH TO EACH STUD, THESE. STRAPS [ SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 AND LEDGER TO ROOF MEMBER. MAY BE OMITTED ' - 2X4 T BRACE. ONLY WALL .SHEATHING UP BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. - R B -DOUBLE LEDGER RAFTER LENGTH A SINGLE LEDGE ALT. To Borth H3 ABOVE LENGTHS > 8'-0". „ VERTICAL VERTICAL PRODIDE MTS12 � CS16 DIRECTLY, LESS THAN 4 -0 FASTEN wf1Od COMMONS 0 6"' ON -CENTER 2X4 2 SYP BLOCK 0 EACH # ROOF MEMBER. BETWEEN OMERFRAMING RAFTER REACTION LEDGER SIZE &NAILING REACTION LEDGER SIZE &NAILING GABLE. BRACE... FASTEN EACH / AND ROOF MEMBER: 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 wf 6-/4"0x6" SDS SCREWS END W 3-10d TOENAILS' / 776-1250 2x8 w 8-0.131x3"2346-3125 2x12 w/ 8-' "Ox6" SDS SCREWS" / /a 1251-1540 2x10 w 10-0.1310 BLOCK TO DBL TOP 1540-1850 2x12 w/ 12-0:131x3" v PLT W / 2-H2.5T PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT ITO ' LEDGER A NOTES:. WHERE A LEDGER IS INDICATED TIE IN OF OVERFRAME RAFTERS To TRUSS FRAMING. I 0.131x3" TOE NAILS 0 8"O;C. T ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, , FROM BOT. CHORD OF TRUSS . H ADER UP CONNECTION CONNECTION CALL OUT (1)DIAGONAL BRACE PER LS18 @ 32" O.C. B SEE PLAN C (4) TRUSSES APPLIED FULL HGT THREADED ROD SEE PLAN EMBEDMENT'` DEPTH OR HTT4 HOLD DOWN AT BASE (U O.N) 3/8 TO BACKSIDE OF WEB. 2x2x'/a» 4" 4» 2» 3- 5/8 1 3/a"o 1 3/+" 0 ITx3x'/a" BRACING APPLIED T FRONT SIDE OF WEB 1 2y» 3' MONO STEM MONO STEM CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND 1 LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. H ADER 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 EMBEDMENT'` DEPTH OR HTT4 HOLD DOWN AT BASE (U O.N) SINGLE BRACING NOTES AND SPECIFICATIONS TRUSS BRACING 1,•)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP 3 OR BETTER OR 2x4 SPF 2,'OR BETTER. a (LION) cD 2. BRACING LUMBER ° BER SHALL INTERSECT II THE WEB OF THE BRACED TRUSS, PER Mel DELEGATED TRUSS ENGINEER. II I I 3.)PERMANENT PERMANENT BRACING I°I WHERE NOTED ON TRUSS MFR. SHOP Mel DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER T -BRACE FASTENED To BOTTOM CHORD BRACING I°I WEB w/ 1 d 0 6"O.C. PERPENDICULAR TO TRUSS BOTTOM II CHORDS AND ATTACHED TO EACH T -BRACE TO BE THE I°I SAME SIZE, SPECIES, --TROs WITH 2-8d COMMON NAILS. AT AND GRADE AS WEB II GABLE END WALLS PROVIDE DIAGONALS PRO' AT END WALLS TO E BRACED: I°I VIDE DIAGONALS (APPROXIMATELY 457.) TO THE ADJACENT EXTERIOR PERPENDICULAR II WALL BETWEEN EACH I I LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING tO MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO THE LEDGER IS BEING USED TO ATTACH. THE ADJACENT IN IN V BOTTOM CHORD BRACING PROVIDE TO DBL. TOP PLATE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE I DIAGONALS IN THE END SPACE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES 2x4x6' SYP#2 LATERAL BRACE EA.- I BETWEEN THE WALL AND THE FIRST 8-1 Od LSTA12 0 48 O.C. QR DBL TOP PLT LINE OF BOTTOM CHORD 'BRACING AT A X -BRACE w/ 2-16d` INTO BOTTOM COMMONS I� CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET, SDWC15600 0 36" O.C. OMIT IF WHEN 8 LEDGER CONNECTION WHEN sDECK LEDGER AT OVERFRAME RAFTERS 10 ABLE END BRACING INC SHEATHING OVERLAPS GABLE 12 Mw 11 PERMANENT TRUSS BRACING OTED „ „ OTED TRUSS TO LEDGER CONNECTION BY TRUSS " 50,1 S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1' NOTES: 1. ;SPACE GABLE END BRACING So.1 SCALE: 3 4 = 1 -0 ENGINEER. NOT SHOWN FOR CLARITY 2 A NG 0 4 6 MAX. / MIN 2 PLY STUD MIN 2 PLY STUD ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 ST DS IN LIEU OF 2 STUDS (D ,� ITS ACCEPTABLE' ITS ACCEPTABLE GIRDER TRUSS TO SISTER A T � -- -T FULL HEIGHT 0 SISTER A OR BEAM GIRDER TRUSS WASHER PLAN [�011 X MIN 2 PLY 36 LONG STUD 36 LONG STUD OR BEAM _ ANCH RING SP IFI ATI N O SPECIFICATIONS © S (1)MSTA24 STRAPS O [� STUD FASTEN w/12- FASTEN w/12- ANCHORING OVER TOP PLATE / 0 LAE 2 MSTA24 STRAPS " 0.131x3 GUN 0.131 � x3 GUN NAILS RING , ANCHO SYSTEM. THE THREADED ROD ANCHORING SIMPSON HTT5 OR FASTEN w 18-10d FOLD OVER TOP PLATE FULL HT. " - / 2 MTS12 DOUBLE � SYSTEM SHALL: CONSIST OF 0 A307 THREADED NAILS { ) E _- Ali _ HDU5. FASTEN .. SOL FASTEN w 18 1Dd 2' TS12 FULL HT. ANCHOR / ( ) -- TOP PLATE. RODS, ORIENTED 'VERTICALLY AND ATTACHED TO THE UPLIFT 26=10d C 0 0 P PLATE 1 OM NS ANCHOR ` FOUNDATION TO THE UPPERMOST PLATE AT THE .• CONNECTOR ` DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE N.�.• SIMPSON DTT2Z ". `I • • • • ... . SEE PLAN ' - > PLATE TOP PLATE, PROVIDE A 2 x 2 x_711 STEEL WASHER. .. w/8 Ya x1Y2 J WITH WALL STUD FASTEN A NUT AND ALLOW AT LEAST 3 `. . : :: SDS SCREWS a. ADS T o SIMPSON FULL I OR POST. THREADS 0 EXTEND ABOVE TIGHTENED NUT: TYP. L HE HT A ( ) FULL `HEI HT MINIMUM 2 PLY LTT20B THREADED OD (2)H2.5T (2)H2.5T '__, , " " FULL HEIGHT ______L� ____. ...._ ROD INSTAL TION. AT ALL PLATE PENETRATIONS STUD: � � MINIMUM .. THREADED R0� WITHIN 6 OF •; MINIMUM THREADED ROD PROVIDE A HOLE IN THE PLATE X LARGER THAN THEM ------J �- - --� -r-2 PLY EPDXIED 4 MIN DIAMETER OF HR WHILE TURN 11TEN HD E OR GIRDER (SEE PLAN) 2 PLY SEE PLAN I a a ELEVATION THE THREADED ROD USED. L AT 2ND STORY THREADED „ AT 2ND STORY E �' STUD'a ° . x6 TITEN HD W SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT e e STUD STUDS PROVIDE OI A j STUDS PROVIDE ROD EPDXIED » (SIMPSON CNW OR EQUAL) %MAY BE USED IN CASES AGAINST PLATE » , , ;, Y2 THREADED ROD STEEL COUPLER .= , _ 1. 1 CS18 STRAPS 7.5 MIN � � ,, 2 CS18 STRAPS ° EPDXIED 4 MIN OR C FULL HT. - WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ,, AT BASE OF STUDS LOCATE =' AT BASE OF STUDS (OPTIONAL, L E ROD SHALL BE INSTALLED APPROXIMATELY CENTERED --- ANCHOR --- SIMPSON TITEN HD ROD COUPLER Yx6" TITEN-HD AS NEEDED _ NC OR IN HOLE. Roos MAY eE sLANTED FRaM TRUE (FLOOR TO FLOOR) � z (FLOOR TO .FLOOR).. RODS - THD37634RC %"x6 -'a" MINIMUM VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO ( ) AT SILL PLATE AT TOP PLATE AVOID CONFLICTS' WITH FLOOR AND 'WALL FRAMING. /-2 PLY HOLD DOWN SEE PLA FLOOR 14 FRAMING FRILL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT A DEPTH (E) FULL HEIGHT ANCHOR INSTALLATION` CHART THREADED A C OD O F ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT'` DEPTH EDGE DISTANCE 3/8 '/2 "0 '/i "o 2x2x'/a» 4" 4» 2» 3- 5/8 1 3/a"o 1 3/+" 0 ITx3x'/a" 7.5» 12» 1 2y» 3' MONO STEM MONO STEM THE NUT A OW 711E UPPERMOST PLA iE SHALL BE' SIMPSON DTT2Z STUD " ROD = DTT2Z SECURED OVER THE WASHER TO A SNUG -TIGHT W/8- Y+"x1Yz" HTT5» ROD = HTT5 CONDITION PLUS ONE-HALF TURN OF A STANDARD SDS SCREWS BUILT-UP POST, BUILT-UP POST, WRENCH (APPRO)dM1ATELY <30 FT. -LBS. OF TORQUE). DUE 70 SHRINKAGE AND COMPRESSION OF BUILDING SEE PLAN. SEE PLAN. CONTRACTORS' SHALL RE-TKOITEN NUT TO 30 FT.-L8S° OF TR TORQUE AFTER ALL 'RAMS ARE COMPLETE AND PRIOR TO INSULATION, EPDXY aANC ING: ALL THREADED RODS SHALL BE 14R HTT5 or HDU5 DTT2Z LTT20B DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 CHART FOR EMBEDMENT .AND .EDGE DISTANCE „ REQUIREMENTS FULL HEIGHT ROD 5 FULL HEIGHT ROD FULL HEIGHT TR CONVENIONAL T FULL HEIGHT ANCHOR � /a D WALL SECTION THREADED ROD INSTALLATION CHART /s 3 " FUI L HEIGHT ROD ALTERNATE 12 FULL HEIGHT WOOD FRAME WALL ANCHORINGSYSTEMATTA HMENT FULL HEIGHTTHREADED ROD HOLD DOWN ATTACHMENT DETAIL �� 1 GIRDER /BEAM STRAPPING SO.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO.1 50.1 ALTERNATE SO.1 OTED S .1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 4 1, JE r s d t NO • 71 M -TB 00 s f r e e N t Off• I I O e N all O v '��j .0 g "S 1y�e< L ,� * a� Y Christopher I .Sabourin PE FL I PE#71461 REVIS IONS DATE w - S NOTED LPA No. L-18-00053 C NTROL No. 5108 SHEET Cll E T2 OF -c v 3�cvld nVCJIUc. Jax. Beach, Florida 32250 Ph.242-0 08 Fax:241-9557 FL: CA # 8344 SC: CA# 3579 - @litlB64tlg4ll► m Cll VA L 4 e e A s iYP°`�1 €db!l1P530iE9852iiY �• �. C h r i s t o p h e r J Sabourin PE FL PE#71461 REVI IONS DA T'E I FIEL ,ALTERATION ASSQCl/�TES MAY RESULT It ADDITIONAL ENGINEERING 0 IN PECTION FEES. , i 1 T LPA No. TOLL -18-00053 C NTROL No. 5108 SHEET SO.2 SHE T 3 OF 9 J 1 I OVERLAP SIDEWALL TOP PLATE OVERLAP SIDEWALL TOP PLATE : ALWAYS PLACE HEADER AT CRIPPLE TOP OF ROUGH - STUD OPENING GARAGE %"0 THREADED ROD HEADER . . . . . w/3x3x'/4" PLATE GARAGE HEADER, GARAGE HEADER, ALWAYS PLACE GOAL POST. FASTEN TO STUD 2 20 a STRAPS A . . . . . . O 9 HTT5 W/ T. SEE PLAN SEE PLAN HEADER AT PACK WITH 2—ROWS OF 16d HEADER TO JACK . . . . . . „THREADED ROD 1z" _ TOP OF ROUGH RING SHANK NAILS CSD 12" O:C. . . . . . . . . . . . EPDXIED 12" MAX 2)20ga STRAPS OPENING 0 HEADER TO JACK 2 2x6 KING STUDS O ATTACH GARAGE DOOR THRU , UPRIGHT BUCK DIRECTLY INTO. EXTEND HEADER TO / 2x4 BLOCKING — 4 0.131x3 TOE NAILS 2 EA. SIDE HTT5 W/ » {2}2x6 STUDS � THREADED RODSUPPLIER STUD PACK PER GARAGE DOOR , .. .. 2 2x6 2 2x6 SP ( ) :•: •, ) / / FAR SIDE OF WALL 2/ AS SHOWN. 0 qq o P (2)MSTA24 2 MSTA24' ( ) H3 ®EA. 2x OUTLOOKER AT OUTLOOKER „ NOTE 24 O.C. PLACE GAEL N E END TRUSS .JACK EPDXIED 12"—\; JACKS .: • • ` 6 6 6 6 TO THE—INT. FACE OF t a AND 1 O :. `. .. „ , „ _ _ 4 0x4 0 PIECE OF WALL 1 ROOF BALLOON FRAMED WALL .HTT5 w/ KING. SHEATING-INSTALL AT UPPER HTT5 w/ STUD SPACING, SEE FRAMING PLAN. � SHEATHING AND FASTEN TRUSS TOP AND BOTTOM CHORDS TO CORNER (2}2x STUD THREADED ROD 0 0 » EPDXIED 12 • • • • • CORNER 1 BELOW GARAGE HEADER ON .EXTERIOR STUD TRIMED AS DETAIL A ( » THREADED 12 ROD » ALWAYS PLACE SCHEDULE. BALLOON FRAMED WALL NAILS TOE STUDS w 2-0.131X3" / ////j)j EPDXIED 2x4 BLOCKING AT NAILS EACH NAILS AT EA. STUD. s s sass - • • 1 L t� SHOWN. ) HEADER. AT 48 O.C. BETWEEN TRUSS P.T. SOLE PLATE TOP OF ROUGH GABLE AND FIRST GARAGE SOLE PLATE HTT5 w/ FASTENS HTT5 w � EATING TO "HEADER w 8d COMMON R GA V. BOX NAILS / L IL OPENING INTERIOR TRUSS. FASTEN GABLE END FLOOR ANCHOR §'s THREADED ROD IN 3 GRID:PATTERN %" THREADED ROD ff AS SHOWN AND 3 O.0 IN ALL FRAMING JACKS .AND KING PER PLAN. TRUSS w/ FULL HT. EPDXIED 12" (STUDS, B EPDXIED 12 OCKING &SILLS) TYP. ..STUDS. ANCHOR AND HA4 SOLE PLATE {. ANCHOR GARAGE WING WALL SECTION HTT5 w / EA. END THICKENED SLAB 'EDGE a DOUBLE B-OCKING ... _ AT PANEL JOINT, NAILED TOGETHER w/ 3 16d SINKERS „ � THREADED ROD —_ s � AT GARAGE OPENING. ... EPDXIED 12" r/."O THREADED a ROD OVER ADDITIONAL DOUBLE PLATE BETWEEN P.T. SOLE �! a„ NOTES. STUDS) DRILLED AND EPDXIED w/ 12 EMBEDMENT & 3x3x /4 WASHER: PLATE THICKENED SLAB EDGE AT I GARAGE OPENING. 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. a II . ,GARAGE WING WALL ELEVATION a. ' • ” a... �. ,, _ . ;' <, ; , . � ._aa � '• •• " CONVENTIONAL SW IL11 I ° .. ° e: a _ ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR REQUIRED. 1 GARAGE HEADER FRAMING A E 2 G RAG PORTAL WING WALL 3 GARAGE CENTER WALL FRAMING 4 BALLOON FRAMED ABLE END EN WHEN WHEN NOTED ON PLAN o SO.2OTEO S0.2 THIS DETAIL ONLY APPLIES S0.2 S0. SPLICE 2xE x 4'-6" P.T. SYP N0:2 EXPOSED RAFTER TAIL TO EACH ROOF PORCH BEAM SUPPORT POST TRUSS 0 24" O.C. o - JACK STUD JACK STUD IF 4x4 IS SPECIFIED ON PLAN , AT DOOR AT DOOR USE '(2)2x4 SPF#2 SUPPORT. x4 P.T. SYP No.2 MIN. (2)2x4 PT .SYP #2 LOCKING/CLOSURE FASTEN „ IF 6x6 IS SPECIFIED ON PLAN, 24 MAX. WALL 3, p+ w/ 3-12d TOE NAILS. RIP OWN TO REQUIRED DEPTH ,, USE (3)2x4 SPF#2 SUPPORT. 12 MIN. SHEATHING PRE—ENGINEERED- ' RATED WALL SHEATHING w/ WOOD ROOF TRUSSES. Y4 3Yz PIAN VIEW TAPCON PLAN VIEW SIMPSON LTT206 " 8d @ 6 O.C. EDGE .& FIELD. ATTACH PORCH BEAM TO ' SUPPORT POST w/ (2)HTS20. _ GS18 w/7, 1 EACH END „ dx1J�i 48" 12d COMMON WIRE NAILS SCREW RECESSED IN 'SLAB o STRAP AN BE I 0 4" O.C. w/Yz" THREADED ATTACH SUPPORT POST TO INSTALLED ETHER STAGGERED r ROD EPDXIED 4" SOLE PLATE FOUNDATION WITH HTT4 FACE OF STD � CS18 w/7-10dx1" � ANCHOR W / 5/a "0x6„ EMBED EPDXY ROD. U.O.N. Z EACH END 0 48 CONC. CONE. SYP#2 PT SOLE PLATE # a BOX COLUMN � I d O.C. STRAP CAN BE �� INSTALLED EITHER UPLIFT CONNECTOR SLAB SLAB FACE OF STUD MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR FLOOR 8d ®3 FLOOR WATER PROOFING AT TRUSSES T USSES TRUSSES DOUBLE ELEVATION VIEW ELEVATION VIEW OF PORTION BOX COLUMN BY BUILDER OR JOIST. 0 JOIST. OR JOIST. + TOP PLATE IF PT MATERIAL IS NOT USED. A1 11-4” OPTION:: B BEAM SEE PTS ION A OPTION B OPTION A OVERLAP PLAN STRAPPING SHEATHING OPTION C DROPPED BEAM 5 FRONT ENTRY )AMB FASTENING BOX COLUMN DETAIL 7 WALL STRAPPING OVERBEAM RAFTER TAIL DETIAL WHEN OTEO SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. CITED S0. THIS DETAIL ONLY APPLIES WHEN NOrED ON PLAN S0. �. KING STUDTO TOP PLATE: SDWC15600 SCREW. STUD TO TOP PLATE: SDWC15600 SCREW.' ® 32" O.C. STUD. TO TOP PLATE. STUD TO TOP PLATEr SDWC15600 SCREW. SDWC15600 SCREW. ® 32" O.C. ® 32" O.C. STUDS TO TOP PLATE STUD TO ;BOT PLATE: T P TO TRUSS SbWC15600 SCREW. Y4 "x3Y2' LAG SCREW ®32° O.C. HEADER T JACKS D: WITH ROUND WASHER 1 -MS A24 AT EACH FLOOR TRUSS BOT PLATE TO FRAM BOT PLATE TO FRAMING BELOW CS180 32" O.C. BELOW CS180 32" O.C. STUD TO BOT PLATE: PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Yx3 3� L AG SCREW. 0 32 O.C. WITH RO WA H ND S ER 24" O.C. 4 TRUSS OR BEAM PARALLEL TO WALL ABOVE LL T PPIN DETAIL WA SRA G WALL TRAPPING DETAIL 1 o S 11 WALL STRAPPING DETAIL SRA G L wHor EN S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �� S 0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN I F ;I II -c v 3�cvld nVCJIUc. Jax. Beach, Florida 32250 Ph.242-0 08 Fax:241-9557 FL: CA # 8344 SC: CA# 3579 - @litlB64tlg4ll► m Cll VA L 4 e e A s iYP°`�1 €db!l1P530iE9852iiY �• �. C h r i s t o p h e r J Sabourin PE FL PE#71461 REVI IONS DA T'E I FIEL ,ALTERATION ASSQCl/�TES MAY RESULT It ADDITIONAL ENGINEERING 0 IN PECTION FEES. , i 1 T LPA No. TOLL -18-00053 C NTROL No. 5108 SHEET SO.2 SHE T 3 OF 9 J 1 I i SYMBOLS LEGEND - - - - - DESIGNATES FOOTING LINE - DESIGNATES SAWCUT-LINE S1.o 1 INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS lax. t5ea' h. Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA '# 344 SC. CA# 3579 .,, I�taares{{ro __.fls r: 70 Prp - 8 �, ,rw a yea •a sq•, tR ✓P b'+ M » a. p4 PP g'-10 • 54'-0" ) • �, s� , _6-10)) m e � w 0.% 8 - 2 ,. M 6'- 0a ffi 1 8 MONO FOOTING TO s00 7� �E STEMW 1 0 4 ALL w/ 2 #5x30 S1.01 .m•mm p: DOWELS EPDXIED 6 g S1.01 MIN. _ Christo h "r Sabouri -- -- - -=- - - ---- - '� P 1 In PE - - ^ FL PE#714,61 d- I I MONO' FOOTING TO o I 6 ,) ^ STEM ^ IREM IONS ISOLATED i WALL w/ 2 #5x30 DAT7 ED FOOTING ,, ; I S1.01' D0 F2. SEE DETAIL 6 WELS EPDXIED 6 MIN. I I d- 11 / ( S1,.01 TYP.) S1.01 ^ Ln o ST IRS BY I - o BUILDER I 4 CONCRETE SLAB w F2 I I L ^ o ^ FIBERM I I I I q ESH � 1.5 _LBS/CU.YD. $ ^ I � I S1.01 ^ I _I OF CONCRETE OR 6x6 W1.4xW1. co 6 I S1.01 LEI 1) �o ^ I N I I �-, I � ^ o 8 � WWF ON EMIL VAPOR BARRIER - 51.01 ^ I -Do I I� PROVIDE 2 -#4x4' -O" N PREP ARE I I II I I I ^ F ELaL-rl=Rarloly 51.01 D GRADE. CORNER C ^ rn RACK BARS PAVERS ^ Ln CONTRACT RSHALLCONTACTLOU I I II AT sLAB` MID -DEPTH. I BY o PONTIGO ASSOCIATES PRIOR TO MAKING"NY STRUCTURAL FIELD , ow IR MODIFICAT ON _I _J O TH EI \ S � S WHICH MAY VARY ,.: FROM M THEI TENT OFTHE 'ORIGINAL CONSTRUC .ION DOCUMENTS. ANY F2.0 - FIELD D ALTE ATION5 MADE PRIOR TO BEING APPR VED BY LOU PONTIGO a STAIRS BY }, , » , )> , „ ASSOCIry'� TES MAY RESULT IN 3)-8)", r _ ADOITIONAL ENGINEERING OR I8 4 13 -6 3 0 I' I BUI DE R IN PECTION FEES. ISOLA _ ) N I TE FOOTING ^ I I o � 8 7 -0 0 S E DETAIL I ^ I S1.01 " ^(D I ^ S1.01 F3.0 I ^ 11 /S1 01 (TYP.) F2.0. co 0 ;. I I �---- �---- -- J 0 I; i F2.0 _ ^ PROVIDE SAW CUTS PER , - - o 5 S1.01, BUILDER TO - - - L' / I I s- o ;,. COORDINATE WITH FINISH cv ems.q. __,. O SIM. s. 3 O I ^ i( FLOOR MATERIAL. I I(� d CO I 'A ; . I e -%I ! ! . / Q � �,r, 1- - � �. � � I �"� S1.01 I S1.ni jF\',STAIRS BY :.;... ) ) F2.0 I BUILDER ISOLATED PnnTII�IC ^ ^ 2)_0)) I SEE DET 11 /S1.01 8 S1.01 I -I PAVERS I S1.o 1 I uCs 1 v v I , 51.01 BY OTHER MONO FOOTING T I S 0 I ^ -Do STEM WALL w 2 5x30 g # _ 11 2 I I ) 8$-1 Q » U) I' 51.01 0 P » N. L -'- - --- ------ 3 Z_ S1.01 -- - - I - ^ - - - - 00 -- ^ -- - ^ 1 - 3 O 8 _ 2 S1.04 S1.0T ^ __ » » CV 9,-10" 581-0)) 22-01) 10 2 ''-10" 70'-8" r LL au , FOOTING SCHEDULE AND NOTES FOUNDATION PLAN - TYPE LENGTH WIDTH DEPTH BOTTOM BARS SCALE: 1/4" 1'-0" F2.0 2'-0" 2'-0" 11-011 3- #5 EA. WAY BOL 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, 11 0 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAYBOT, 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. REL ATED TO' THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FIGS. & FND. SHALL BE IN ACCORDANCE W/ LOCAL BUILDING CODES. 3, SOIL- COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. I FRAC DESIGt f TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE r: TYPICAL PER CONSTRUCTION SPECS. WALL FRAMING ANCHORAGE :PER s^� ^Y, AND ANCHORAGE PER CONSTRUCTION SPECS. .. �..:.. l. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS.-: CORNER BARS TYPICAL ( ) ,.d, GRADE Pn.242-0 og Yl d. Fax. 241-9557 v J F L. A # J,\ a. w� SEE PLAN:. C 344 SC. CA#3579 -GRADE OR CONC. _ SLAB SEE PLAN. -- \ Y 9?/ 4 DOWEL TO MATCH VERT. / \ ,. x �'� # .-r \ 8 CMU STEM WALL \ STEMWALL SCHEDULE CMU » 12 HOOK INTO SLAB.1-#5 COURSES CONT., PROVIDE » #4 VERT. @ 48"O.C. SOLE PLATE ANCHOR, #4 VERT. Q 24"O.C. 11 TO 12 #4 VERT. @ 8"O.C. STEMWALLS OVER '6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. MONO SLAB FOOTING AT PORCHES, 1 CORNER BARS TYP. ( ) 8 :CMU OPEN BOTTOM .LINTEL SEE "7B S1.01 BLOCK 1- 5 CONTINUOUS SEE 3 SO.0 / Lou . onti o and . 3 5 WHEN SPECIFIED ON PLAN. 2 ,, w ----,. � # f Associates, Inc. SEE ARCH PLAN. .� SLAB ON GRADE_ SEE PLAN .� �...�___-v SLAB ON 420 Jax. Beach, Osceola Avenue Florida 32250 - a � •. ,.d, GRADE Pn.242-0 og Yl d. Fax. 241-9557 v J F L. A # J,\ a. w� SEE PLAN:. C 344 SC. CA#3579 -GRADE OR CONC. _ SLAB SEE PLAN. -- \ Y 9?/ 4 DOWEL TO MATCH VERT. / \ ,. x �'� # .-r \ 8 CMU STEM WALL \ STEMWALL SCHEDULE CMU REINFORCING COURSES 1 TO 6 #4 VERT. @ 48"O.C. 7 TO 10 #4 VERT. Q 24"O.C. 11 TO 12 #4 VERT. @ 8"O.C. STEMWALLS OVER '6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. / SHOWER P N SLOPES TO DRAIN SEE :` ' ¢a3�.�p„ �" �"I - 4 _F \ \ f ARCH SLAB ON „ 4 . - w \ STEMWALL REINFORCING SEE / ,-'a -' ( \ 4 VERTICAL BOWEL ♦ O - .. »-' �- # C�? 24 O.C. \ o ♦ ♦ . \ GRADE _ 4 -4 SCHEDULE) . / \ PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. _ l _. � � �e9 ,•tom � � � SCHEDULE) w/ 6 HOOK INTO � z \• \ 0 BEND INTO FTG. � ♦ / !' ! 00 .' SEE PLAN . o FOOTING. LAP VERT REINFORCING � .--' � �\ . o . \ ,f \, - , 4 _.. 25 IF STEMWALL IS GREATER a \\ ;,,--0.THAN 3 COURSES. ,,�'�14 .� ♦ � � d - v Gl ., ♦ ' O \CONT. CONCRETE FOOTING CONTINUOUS CONCRETE ., . ♦ e 0 ..,, �• EM WALL, .SEE 1 S1.01 FOOTING .. 8"d x 16"W1 -STORY,\ w/(2)#5 CONT. ,.EJ A '\ .}p ;,,�,_ 10"d x 20"w 2 -STORY, w 3 4 OR 2, 5 CONT. '� 3 CLEAR I_I /( )# O# , i W ; Christoph I J Sabourin P U 10"x20" FL"PE#71461 W/ 2-#5 # CONT. REVI IONS DATE FOOTING � STEMWALL FOOTING 2 ING /SHOWER RECESS' 3 GARAGE STE M WALL = - S .01 IF REQUIRED) S1.01 SCALE. 3 4 1 -0 ( / �01 IF REQUIRED TYPICAL WALL FRAMING AND ANCHORAGE OR GE PER CONSTRUCTION SPECS. FIEL ALTERATION C CONTRACTOR SHALL CONTACT LOU (1)#5 5 CONTINUOUS, PROVIDE PONTIGO E ASSOCIATES PRIOR TO CORNER BARD (TYPICAL) MAKING ANY STRUCTURAL FIELD n MODIFICATONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL 12 HOOK INTO SLAB. - STEP, SEE CONSTRUCTION DOCUMENTS. ANY FIELD ALTER 14ATIONS MADE PRIOR TO a .. BG APPR VED BY LOU PONTIGO a ARCH. d. BEING ASSOCI TES MAY RESULT IN (4» MAX.) EQUAL TO SLAB ADDITIOAL ENGINEERING OR THICKNESS. INSPECTION FEES. SLAB0GRADE,--2!1z- SEE7B N _@SLAB R PLAN. ECESS 7 BRICK VENEER IS WALL FRAMING -\,ACCEPTABLE WITHOUT ( � INCREASE OF FOOTING » ..:SLAB ON GRADE �.� __- WALL FRAMfNG 1 DEEP SAW SIZE. $ CMU STEM WALL W GUT w/ O.C.EE PLAN v ! ELASTOMERIC SEALANT DOWELS @ 24"_...._ :>-- , . � SLAB ON STEP, SEE Q #4 VERTICAL D 0. A W \ : �._ GRADE- ARCH. PLAN 90 BEND INTO FTG. ,\�` , �----�.___. �.• SLAB ON f,W SEE PLAN SLAB ON GRADE ' - a. . C] GRADE _ _ _ -� -__ --- . r SEE PLAN. M NOTES. 4 /� W ..CO k . a �. S _ a EE PLAN. ��. _ 1 PROVIDE S / / AWCUTS TO CREATE / . � ,\Uj CONTINUOUS CONCRETE aAPPROXIMATE 12 X 1 MAX. SQ. FOOTING r / , \ , -,� 2} SAWCUT CONC. SLAB ITHIN 4 TO ``~�� ./' � . ,, ,' •,"�.�,�,� Z�1`� 4 7 3 CLEAR � .. ; 12 HOURS OF CONC. LACEMENT. OPTIONAL » 3„ ,..- 8x16 Q 1 -STORY W/(2)#5 CONT. 2 FLAIR, - ` „ t » 10 x20 w 8"x20 8x1 1 -STORY 2 -STORY, W/(2)#5 CONT. w/(2)#5 CONT. Z n 8 x2o: 2 -STORY, w/(2)#5 CONT. O w/ 2-#5 CONT. _ ;. I $ rl j 4_ I W STEMWALL SAW T S ALL. AT GARAGE 5 CU DETAIL BEARING AT INTERIOR _ � RIOR � MONO. F'OO--� » » 'TING A' STEP-DOWN WN m 1.01 SCALE: 3 4 = 1 -p / �-o S1.01 S 1.01 - J O W A OC) Z a ; E CIO TYPICAL WALL FRAMING 0 0 TYPICAL WALL FRAMING �ND ANCHORAGE PER. AND ANCHORAGE PER �ONSTRUCT ION SPECS. CONSTRUCTION SPECS. PAVERBY MATCH DOOR RECESS TYPICAL C AL MON 0 WITH, SEE ARCH. FOOTING NOTES OTHERS BOND BEAMw/1- "SLAB ON 5 EE DETAIL TA1 L d 8/S1.01. • �. GRADE w I� SEE PLAN: .� - -' SLAB ON . .- SLAB ON s • _ / PAVING B Y a �' ' ' � b 8 MASONRY GRAZE ®. - -' , Z GRADE, _ __. BUILDER:.. a 1 , ST 12 x12 SEE P g a SEE PLAN. -'' EM WALL w _ 1 5 CONT. N. / # �. E.J. » DETAIL 10B \ F \ 1 4 @ 48 0; c. OU DATION X a d GRADE OR z 1 ,\, - CONC. t MATERIAL \ z � I. � SLAB SEE PLAN. -f /" � _ ao d 1 D / `� 1 \,J SLAB / / / / \ D TAILS o � SLAB ON / w r \ \ N� �l d / w � �...e.- ALT. FOOTING T GRADE, ,-� C14 V) ALT. FOOTING AT \ e • SEE PLAN. BUILDERS DISCRETION. BUILDERS DISCRETION: !' .• 4 a a v / a i t / � 3 © 48 O.C.'-OR \ p . DO NOT SCALE DIMENSIONS # , \ d IONS FROM !i �, » V THESE DRAWINGS. /'� THICKENED EDGE dIFAOIMENSIoNis •. • $ x8 ROD CHAIRS (TYP. UNCLEAR REFER ) `� . • d TO THE DETAIL 1OA 3. • ARCHITECTURAL DRAWINGS w 1 5 CONT. oR CONTACT'THE E.O. . �. 3 4 0R „ /' \ OKED ,-'' # \ \ t 2 - �. 24 L�-� VERTICALS , w/(2)#5 CONT. „ „ 8 0. C. PAN NAME 12 THICK x..20 - WIDE w 2 5 CONT. 1 ISOLATE F FRANKLIN —COASTAL SEE PLAN DESIGN/ [LAWN/CHECK E SEE SCHEDULE. ED CSKM LAP / MONOLITHIC EDGE FOOTING PORCH TEM WALL OLj$TED is DATE9 0 11 FOOTING UNDER MONOLITHIC EDGE 01.19.1 8 S1.01 S1.01SCALE �_o �_O S 'NOTED LPA No. TO`L-18-00053 C NTROL No. 5108 SHEET SHE T 5 of 9 I I i YM S BOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN s ------ == . LINE DESIGNATES SIDE ,OF WALL THE SW: 36 f:_ ' �` SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS @ " PI 3 O.C. EDGE & 6 O.C: IN THEFIELD DESIGNATES THE HEADER SIZE, NUMBER F ,(2)2x8-1/2 0 PLYS &JACK/KING STUDS NEEDED v. FOR SUPPORT HEADER. e Lou. ontigo and -- BEAM OR TRUSS, SEE PLAN A s s o c i a t e s, I n c. ANCHOR LEGEND 420 Osceola Avenue Jax. Beach, Florida 32250 O8 Fh. 242-0 � THREADED A307 DIAMETER FULL HEIGHT Pax. 241 9557 X OED ROD, SEE DETAIL 12/50.1 FL. CA # 344 SC. CA# 3579 " A307 DIAMETER H R FULL EIGHT THREADED ROD SEE DETAIL 12 X5 SO., / " ffiyffi Vi E A$.. ✓/. SET WALL STUDS �'s A307 DIAMETER THREADED -0N (4)2x6 PLATES ROD TERMINATES AT FIRST FLOOR �a ffi! ®s •• d� s, TOP PLATE, SEE' DETAIL 12 SO.i BELOW. DO NOT •'` ®0 BUILD KNEE WALL A307 DIAMETER: THREADED ROD TERMINATES AT FIRST FLOORu 6,1 .. . l @ FLOOR SYSTEM � TOP PLATE, SEE DETAIL 12.50.1 ' s � A �` ADDITIONAL (2)2x6 m00 ,� STRAP HEADER EA SIMPSON HTT5 SEE DETAIL 15 SO.1 ®%N : o PLATES @ 10'-l" D0 / -- o•� w, N ( END w/ MSTA24 -,,-�` �®• •,• � .�� a, NOT BREAK PLATES) SEE 3 S0.1 FOR BEAM IleSW. 3/6 ,,.t , CONN. TYPICAL SIMPSON DTT2Z SEE DETAIL 15 S0.1 "?td�s' �L. 4�Qya (2)2x8-1 / )2x8-1 /1 (3)2x10-2/2 2)2x8-1 /1 2� 2x1 2 2- 2 2 X 12 C h r l s t o p h r J S a b o u r 1 n P E tG m m SIMPSON LTT20B SEE `DETAIL 15/SO.1 UC210-2 \ jjV`..J M PROVIDE MIN. HANGER MIN 2x8 LEDGER LANDING. ® FASTEN TOP 1- REVI 2 INTERMEDIA \ WALL STUD SCHEDULE IONS DATE FASTEN w/ (3)10d & (2) OF WALL PER O N JACK STUDS. I x OX4 SD SCREWS. PLATE STUD SIZE Y4 Y2 DETAIL 5/S0.1. I oo N LOCATION X ^I 6x6 P.T. SYP/�2 POST HEIGHT & SPACING N CJ # N �✓ 9'-1" 2x4 SPF#2 O 16" O.C.w/ABU66. SEE DETAIL EXTERIOR MAX # 2/S0.1. TYPICAL 10'-1 2x6 SPF#2 016" D.C. \ \ / ( EXTERIOR N (4)2X4 I 1e1 r,1 MAX 2x4 SPF#2 12" O.C. \ -SPF#2, I 10'-1 To N ? EXTERIOR 14,._0" 2x6 SPf#2 ®16 O.C. J I, POST. I -tn cn > -� \ I INTERIOR 101-0112x4 SPF#2 0 16 O.C. J I [:NNE MAX J N " 12 -0 2x6 SPF#2 C>� 16 O.C. pr INTERIOR ,. FIELD ALTERATION d- = W _X I MAX 2z4 SPf#2 � 12 O.C.. > I (2)2x600 X ^ CONTRACTOR SHALL CONTACT LOU SPF I STUD NOTES } # N PONTIGO ASSOCIATES PRIOR TO r m 1. WALL J J I OSB WALL ) STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING NY STRUCTURAL FIELD Q POST.Moo IFCA ONS WHICH MAY VARY SHEATHING. FROM THE I TENT OF THE ORIGINAL M N 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONSTRUCTION I CONTRACTOR MAY INCREASE STUD SIZE TO MEET RUC ON DOCUMENTS. ANY STRAP HEADER EA c� FIELD ( W I ARCHITECTURAL REQUIREMENTS. L ALTERNATIONS MADE PRIOR TO A A BEING APPR VED BY LOU PONTIGO 8 ( END w 2 M STA24 I, ( ASSOCIATES MAY RESULT IN / ( ) � 3.) SPF DENOTES SPRUCE PINE FIR,. SYP DENOTES SOUTHERN W / W I YELLOW PINE. ADDITIONAL ENGINEERING OR INS PECTION FEES. >N 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. _ Q W CD I m I X I 11 5. FASTEN BOTTOM P �p Q N ) LATE OF INTERIOR LOAD BEARING WALLS X TO CONCRETE SLAB w 1 d MASONRY „ � I (2):2X6 i -^.I / 6CUT NAILS ®16 O.C. \ I N - N 4 2X6 d MINIMUM. SEE 3/SO.O FOR ADDITIONAL `ANCHORS AT to (.4)2x4 (_) � SPF./�2 .._. N # SHEARWALLS SPF#2 6x6 P.T. SYP 2 POST 3 2x6 SPF: 2 w # � ( ) # # POST. T Z to SPF#2 PO POST. w AB 66. S �. POST. -\ EE DETAIL / \ # COMBINED USE PANEL NOTES 2 SO.1. TYPICAL POST. V 1. EXTERIOR WALL SHEATHING SHALL BE ti (2)M-1/1 ; 1 2 2X12 CONTINUOUS �L 2 2X6 POST BELOW ( ) S FROM BOTTOM PLATE TO UPPER MOST L ( ) SEE DETAIL TOP .PLATE. SEE DETAIL 1 S0.1 F IN / OR SHEATHIN S02. ( / POST ABOVE. PROVIDE 1 . w / SPLICE LOCATIONS FOR MULTI STORY CONDITIONS \ > I SQUASH BLOCKING W �- I 2. SEE SHEET SO.0 FOR WSHEATHING' r ' I o WITHIN FLOOR' SYSTEM w I ALL w W co m Q SPECIFICATIONS: "'� � X o N N �dQ \ _ w I N IY _ 3. UPPER MOST TOP PLATE SUPPORTING ROOF ,l MEMBERS N .. SHALL BE STRAPPED AS SHOWN JN l.� W DETAIL T .._ x S0.0 -� 0_:LLJ' O:�N W J Q W _ 2 I 4. INSTAL L SOLE PLATE ANCHORS PER DETAIL 3/S0.0 T (3)2x6 Cj Q I L..1� SPF#2 rm< GENERAL > NOTES __j POST. d- , Ca 1. E SEE DETAIL 2 SO.O FOR WALL FRAMING DETAIL. LL Z � SEE DETAIL- SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SHEATH CONT. THRU SIZES ANDS SPACING. AT GIRDERS AND BEAMS, w 3 S0.2. PROVIDE STUDS BELOW: TO MATCH BEAM /GIRDER 13 / B GIRDER PERPENDICULAR A � W EN WALL t- PLIES. r� CD w I 7 Q cc) _. V I L N cQ 2. SEE SHEET S0.0 .FOR ROOF AND FLOOR M \ \ Q \ SHEATHING SPECIFICATIONS. W r� w M N T L FASTE OP OF WALLN� :3. WHERE FRAMING MEMBERS CONv7 � SST OF MULTIPLE PER DETAIL 5E S .1.w 0 N x PLIES (BEAMS, HEADER, AND STUDS) FASTEN.. PLIES TOGETHER PER DETAIL 6 S0.0 Q / r� I TRELLIS BY J Q( I BUILDER 4. INSTALL SOLE PLATE ANCHORS PER DETAIL j j CDW I _ I 3/SO.O HUC210 2 I OSB. WALL 5. AT SHEARWALLS PROVIDE DIAPHRAGM O L SHEATHING. HANGER ATTACHMENT PER .DETAIL 5/ S0.1[__ 2 2x12 6. FOR ATTACHMENT - - - - -r--- � OF EXTERIOR WALLS ..THAT SEE DETAIL TERMINATE BETWEEN TRUSSES, 5A/ SEE S0.1 i - 1 SO. _ J 2. 2 2x8 1 1 2 2x6 1 1 / 4 2x6 SEE 3/S0.1 FOR:: BEAM ( ) 7. AT PORCHES, SEE DETAIL / �.._ � E IL 2/S0:1 FOR FRAMING. SPF 2' AND HOLD DOWNS CONN. TYPICAL # POST. 0 Y CS18 STRAPPING G DETAI L V .n� S 8 STRAP w 10 a END LENGTH.. FASTEN THIS END w 9- 10d. I I s „ r I WALL FRAMING L.I z k f , it t I J I FIRSNC) NAILS REQUIRED FLOOR ., LOOS , F IN CLEAR SPAN TRUSSES FRAMING OR JOIST. ox ZLAN WALL FRAMING' , W (> z '.+.: J SHEARWALL NOTE: SW 3/6 r t CS18 STRAP w/ 10 SW: /6 DESIGNATES SHEARWALL END LENGTH. FASTEN �, �. » THIS END w/ 9-10d. NAILI G 8d © 3 EDGE AND 6 FIELD DO NOT SC ALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE SOLE PLATE 'ANCHORS - SEE SCHEDULE ON ARCHITEc uRALORAwINGsoR CONTACT THE E.O.R. ON DETAIL 3/SO.0 ' PAN NAME FIRST FLOOR FRAMING PLAN CfIAI C. I IA" - I' n" r FRANK IN - COASTAL SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEA WALLS 24" O.C. (SW _ d@Y/6") SOLE rLT 0 # WHEN NOTED ON PLAN 01.19.18 SEE NOTE 2 No. 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3 0.0 5108 SHEET 2, ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT 0 36" = 36" ON CENTER SPACING 1.1 SHEET 6 OF g i DESIGN/DRAWN/CHECKED CS KIM / LAP DATE 01.19.18 SCALE S NOTED LPA No. TO L-18-00053 C NTROL No. 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3 0.0 5108 SHEET 2, ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT 0 36" = 36" ON CENTER SPACING 1.1 SHEET 6 OF g i FT1 6" SYMBOLS LEGEND TS16 DESIGNATES UPLIFT CONNECTION. - FRAM14G PLAN N R 1. f R TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0:0, 2. F R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.31 '.: 3. F R GENERAL DESIGN SPECIFICATIONS SEE SHEET SO �- 4. IAHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSS Associates, Inc. 420 sceola Avenue FASTENING `DETAILS Jax. Beach, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # 8344 SC: CA4 3579 s. g'p ER p I° V q j sR .. £ o.. 7 ° w 00 1 1 MW DIRECTLY 11 . AIr C TRUSS TOP PLATE TO 0411 Aid 7Yiin!t'n511�'�" SO.1 S0:1 SDWC15600 STUD SDWC15600 F7 FT6 Christopher J Sabourin PE LLJ (: FL PE#71461' N M M M M d d ct �F d I LL LL LL LL LL LL LL LL LL LL LL LL TRUSS TIE DOWN WITH StMPSC�N :SDWC r F6 REVI IONS DATE MIN 2x8 LEDGER C�? LANDING. OSB BLOCKING PER I Rafter to Top Plate shown FASTEN w (3 )1 d& 2 PORCH CEILING SHEATHING F6 �, / � � { ) DETAIL 5E S0,1 Truss to Top Plate similar Y OxO/ SDS SCREWS. AT BOTTOM CHORD OF 4 2 / THD46 __. Optimal 2 TRUSS SEE 2/50.1. P OSB BLOCKING PER ��_�_ DETAIL `5E/S0.1 THD46 �-� 30 / F5 FIELDL ALTERATION /f THD46 S1.3 CONTRACT RSHALL CONTACT LOU FS _� STU DIRECTLY PONTIGO ASSOCIATES PRIOR TO BEL W TRUSS. MAKING ANY STRUCTURAL FIELD THD46 MSTA 4 }'2Max - (7 F1 O )/2"MOX ONS WHICH MAY VARY FROM THE I NTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY ✓ F FIELD ALTE ATIONS MADE PRIOR TO iBEING APPR VED BY LOU PONTIGO a THD46 / SDWC15600 TOP PLATE TO ` ASSOCIATES MAY RESULT IN s ADDITIO AL ENGINEERING OR THD46 MSH422 1 STUD SDWC15600 F5 �- IN PECTION FEES. r F8 1 . Sloped—roof ra THD46 THD46 MSH422 ►�`9�rafters may be sloped up to and including a 12.12 Itch and must I m be b ids outh cut. f P 2 fe n / F5 F8 Re re ce detail 4 for Installation instructions. THD46 THD46 MSH422 2 HTS16 SI PSON SDWC INSTALLATION RANGE 7Z ' TS16 FS F8 LL f / THD46 HD2 FT9 6 H TS16 / THD46 I v 1 !/ fHD26 W F4 r n / (; ', ✓ LL 46 I ! .� THD a', • f HD B !F e f s F4_ f , !/ r i THD46 r HD 6LLJ W �HT16 SH ATH WAL CONT. F3 l i THRU LOW ROOF TO I ' 8 STDN NOT DIRECT n HD2 �% i.i 6 GIRDER BELOW L E L so,2 BLOW TRUSS O 3 I SDWC15600 OSB BLOCKING PER W Note. Reference detail 1'HD26 a 2a for installation angle limit DETAIL 5E/S0.1 r ) r \ / \ / 1 / 1 I V ! B I RAFTER TAILS OSB LOCKING PER , ! r S WC INSTALLATION r 1 O HD26 SEE DETAIL DETAIL 5E S0.1` '"''� s / 8 S0.2 TYP / 1 1 1 / ( ) J4< r Rafter to To Plate shown 1 P w tHD26 Truss - o To P F2 , ( p .late similar) J L W r HD2 Uj / 6 0 - S BY � Z F2 0 0 0' I TRELLI �. 0 r BUILDER c� l \ l \ I \ I \ ti STUD NOT DIRECTL V LL LL 1 / \ / 1 / \ LL LL LL 11BELOW TRUSS F1 T1 = 1 ) ( 2 HTS16 H I Do not install SDWC in S0.1 r= w hatched area0 10 S0.1 SDWC15600 Roof Truss L Manuf Product Qty USP USP F S1.3 T RTf4 / rA PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE 2/S0.1. i �T j V, i FT1 SYMBOLS LEGEND TS16 DESIGNATES UPLIFT CONNECTION. - FRAM14G PLAN N R 1. f R TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0:0, 2. F R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.31 '.: 3. F R GENERAL DESIGN SPECIFICATIONS SEE SHEET SO �- 4. IAHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSS Associates, Inc. 420 sceola Avenue FASTENING `DETAILS Jax. Beach, Florida 32250 Ph. 242-0 08 Fax. 241-9557 FL: CA # 8344 SC: CA4 3579 s. g'p ER p I° V q j sR .. £ o.. 7 ° w 00 1 1 MW DIRECTLY 11 . AIr C TRUSS TOP PLATE TO 0411 Aid 7Yiin!t'n511�'�" SO.1 S0:1 SDWC15600 STUD SDWC15600 F7 FT6 Christopher J Sabourin PE LLJ (: FL PE#71461' N M M M M d d ct �F d I LL LL LL LL LL LL LL LL LL LL LL LL TRUSS TIE DOWN WITH StMPSC�N :SDWC r F6 REVI IONS DATE MIN 2x8 LEDGER C�? LANDING. OSB BLOCKING PER I Rafter to Top Plate shown FASTEN w (3 )1 d& 2 PORCH CEILING SHEATHING F6 �, / � � { ) DETAIL 5E S0,1 Truss to Top Plate similar Y OxO/ SDS SCREWS. AT BOTTOM CHORD OF 4 2 / THD46 __. Optimal 2 TRUSS SEE 2/50.1. P OSB BLOCKING PER ��_�_ DETAIL `5E/S0.1 THD46 �-� 30 / F5 FIELDL ALTERATION /f THD46 S1.3 CONTRACT RSHALL CONTACT LOU FS _� STU DIRECTLY PONTIGO ASSOCIATES PRIOR TO BEL W TRUSS. MAKING ANY STRUCTURAL FIELD THD46 MSTA 4 }'2Max - (7 F1 O )/2"MOX ONS WHICH MAY VARY FROM THE I NTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY ✓ F FIELD ALTE ATIONS MADE PRIOR TO iBEING APPR VED BY LOU PONTIGO a THD46 / SDWC15600 TOP PLATE TO ` ASSOCIATES MAY RESULT IN s ADDITIO AL ENGINEERING OR THD46 MSH422 1 STUD SDWC15600 F5 �- IN PECTION FEES. r F8 1 . Sloped—roof ra THD46 THD46 MSH422 ►�`9�rafters may be sloped up to and including a 12.12 Itch and must I m be b ids outh cut. f P 2 fe n / F5 F8 Re re ce detail 4 for Installation instructions. THD46 THD46 MSH422 2 HTS16 SI PSON SDWC INSTALLATION RANGE 7Z ' TS16 FS F8 LL f / THD46 HD2 FT9 6 H TS16 / THD46 I v 1 !/ fHD26 W F4 r n / (; ', ✓ LL 46 I ! .� THD a', • f HD B !F e f s F4_ f , !/ r i THD46 r HD 6LLJ W �HT16 SH ATH WAL CONT. F3 l i THRU LOW ROOF TO I ' 8 STDN NOT DIRECT n HD2 �% i.i 6 GIRDER BELOW L E L so,2 BLOW TRUSS O 3 I SDWC15600 OSB BLOCKING PER W Note. Reference detail 1'HD26 a 2a for installation angle limit DETAIL 5E/S0.1 r ) r \ / \ / 1 / 1 I V ! B I RAFTER TAILS OSB LOCKING PER , ! r S WC INSTALLATION r 1 O HD26 SEE DETAIL DETAIL 5E S0.1` '"''� s / 8 S0.2 TYP / 1 1 1 / ( ) J4< r Rafter to To Plate shown 1 P w tHD26 Truss - o To P F2 , ( p .late similar) J L W r HD2 Uj / 6 0 - S BY � Z F2 0 0 0' I TRELLI �. 0 r BUILDER c� l \ l \ I \ I \ ti STUD NOT DIRECTL V LL LL 1 / \ / 1 / \ LL LL LL 11BELOW TRUSS F1 T1 = 1 ) ( 2 HTS16 H I Do not install SDWC in S0.1 r= w hatched area0 10 S0.1 SDWC15600 Roof Truss Connector List Manuf Product Qty USP USP THD26 16 THD28 1 I _ Overhang 1 1/2- MIN 2" MAX SDWC INSTALLATION S ELATION RANGE FLOOR AND ROOF TRUSS TRUSS ROOF RAFTER NOTES: STRAPPING NOTES Rafter or Truss .,, . PL >� minimum edge CEMENT 9 1. STRAP TRUSSES- AND ROOF RAF distance for RAFTERS TO BEARING full values with or ^ WITH. 2-12D TOENAILS & 1—SIMPSON SDWC15600 ( splice may be in upper or LAN without aP late SCREW UNLESS OTHERWISE NOTED lower plate s • t plice) x t DO NOT SCALE DIMENSIONS FROM - THESE DRAWINGS. IF A DIMENSION IS UNCLE AR REFER TO THE Y" from top plate ARCHITECTURAL DRAWINGS OR CONTACT THE E.O R splice Offset for full values STUD NOT DIRECTL FLOOR AND ROOF RUSS PLACEMENT PLAN BELOW TRUSS PAN NAME FRANK IN COASTAL SCALE: 1/4' = 1'-0" DESIGN/ RAWN/CH£CKED CS KM LAP DATE SDWC AT TOP PLATE SPLICE 01.19.18 SCALE S NOTED LPA No: TO L-18-00053 C NTROL No. 5108 I SHEET 1 SHEET 7 OF 9 - I I j SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN ---------- LINE DESIGNATES SIDE OF WALL- THE ' SW: 3 6 "SHEARWALL SHEATHING TO BE APPLIED. 8d ® ST DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE pm FIELD" DESIGNATES THE HEADER SIZE, NUMBER(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. VX111m9ww&w1 Lou Pontigo and BEAM OR TRUSS, SEE PLAN Associates, Inc. �I ANCHOR LEGEND 420 Osceola Avenue ax. Be lob da Ida 32250 �a A307 DIAMETER FULL HEIGHT Ph. 242-0 08 Fax. 241-9557 THREADED ROD E I . %< SEE DETAIL 12/so.1 FL: CA # 344 SC. CA#3579. A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/ 50.1 : tali 11189E1888e8p�p8A.1 -Y" A307 DIAMETER THREADED as®apai gg� ,Fop ROD TERMINATES AT FIRST- FLOOR ws+ .g d, TOP PLATE, SEE DETAIL 12 S0.1 J 0� .• ®o A307 DIAMETER THREADED +` y ROD TERMINATES AT FIRST FLOOR I e SET WALL STUDS DS TOP PLATE, SEE DETAIL 12/50.1 ON (4)2x6 PLATES s r s S'' ••. 3 �... BELOW. DO NOT o SIMPSON HTT5 SEE. DETAIL - 15/50.1 GUILD KNEE WALL+� SEE 3 S0;1 FOR BEAM -,, e�` CONN. (TYPICAL\\ 0 FLOOR SYSTEMi'I �.., l SIMPSON DTT2Z SEE DETAIL 15 S0.1 '��✓ �� / t� � 1 a p t _ - e, 1 z aaa as (3)2x8 1 /3 (2)2x8-1 /3 (3)2x12. 2/2 1 (2 2x12 2 2x12 Christo h r Sab �.._� P 1 ourrn PE _ - - - FL,P'E#71461 SIMPSON LTT206 SEE DETAIL 15/S0.1 C' S 00 00 _ d' G 0 N WALL STUD SCHEDULE REVI ION N N .� I STRAP HEADER X 00 (3)2x6 SPF#2 tp PLATE STUD SIZE x _ I j x N LOCATION & SPACING N T. STRAP TO PER 7 S0.1 STRAP` HEADER HEIGHT SP C POS R N „ „ BELOW w/ (2)CS18 PER 7�S0.1 N EXTERIOR 9-1 2x4 SPF#2 0 16 O.C. C11`� MAX - 2x6 S F 2 ®16" TRUSS T8 ABOVE 10 1 P # D.C. r � � EXTERIOR MAX 2x4 SPF#2 ®12" O.C. CS18 EXTERIOR 2x6 SPF ® 16 W Q CS18 14'-0" #2 O.C. J N 0 10 -0 INTERIOR 2x4 SPF 2`@ 16 O.C. > \ � I N MAX # m rY \ N _ ¢ 12'-0" 2x6 SPF 2 0 16 D.C. or INTERIOR # FIELDAL " I I I X MAX 2x4 SPF#2 ® 12 O.C. x CONTRACTOR SH N w I N 6x6 P.T. SYP#2 POST SET s�uo No>rE �^. N PONTIGO$ ASSC N DIRECTLY N 1. WALL STUDS SPECIFIED ON PLAN SUPERSEDE I to N ECTLY Q BEAM BELOW. STRAP > ETHIS TABLE MAKING ANY ST J _ Cn I � � MODIFICATIONS. d TQ PAST BELOW W 2. MINIMUM STUD SIZE AND SPACING ARE SHOWN.- PROMTHEI TEN' CS18 w _I (2)CS18 ) _ _ _ _ Z CS18- C14 CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION i N TYP. SEE DETAIL 1 S1,3 1- W ( � � ARCHITECTURAL REQUIREMENTS. FIELD ALTER�iATIc I- BEING APPRVED 60 3:) SPF DENOTES SPRUCE PINE FIR... SYP DENOTES SOUTHERN ASSOCIATES t CS1 H ¢ YELLOW PINE ADDITIONAL E � LL INSPECT I L' r- (N 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 00 I x X N co 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS N L x N „ 3 2X SPF 2 TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16 D.C. N o ( ) # N N MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS' AT CS18 0 POST. S RAP; TO N SHEARWALLS 6x6 P.T. SYP 2 POST SET O # BELOW w 2 CS18 s DIRECTLY ON BEAM BELOW. STRAP _ 2 2x12- �) COMBINED USE PANEL NOTES CS18` � TO POST BELOW w 2 CS18 w ( ) \ 1. EXTERIOR WALL SHEATHING SHALL BE (TYP•) SEE DETAIL 1/S1,3 I CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST 00 J I SEE 3/S0.1 FOR BEAM x J - I TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING ¢ CONN. (TYPICAL) SPLICE LOCATIONS FOR MULTI STORY CONDITIONS ci 4 S0.1 2. SEE SHEET SO.O FOR WALL SHEATHING z , I it � CSI$ W I � SPECIFICATIONS. Cn L j I- CS18 @ BOTTOM OF ST D f N f� 3. UPPER MOST TOP PLATE SUPPORTING ROOF 1 ¢ WHERE NOTED. SEE DET IL I _00 MEMBERS SHALL BE STRAPPED AS SHOWN 1N RIGHT OF PAGE. I c AT BOTTOM RI x I DETAIL 1 S 0.0 x 4. INSTALL SOLE PLATE ANCHORS PER DETAIL N " 3 S0.0 N (if > o cs1 s I GENERAL. NOTES LL J 0 r 1. SEE DETAIL 2 S0,0 FOR WALL FRAMING DETAIL. JJ - SEE WALL STUD SCHEDULE THIS SHEET FORSTUDDJW i ' a 0o I i2 SIZES AND SPACING. AT GIRDERS ¢AND BEAMS, x L GIRDER J PROVIDE STUDS BELOW TO MATCH BEAM N / 14 0_ O 0 I � PLIES. rl I I < J N w x 2. SEE :SHEET S0.0 FOR ROOF � ,. R 0 AND FLOOR, r \ F- m SHEATHING 2 CS18 c,4 SPECIFICATIONS. -- -- = - -- - - - -- - N 3. WHERE FRAMING I AM NG MEMBERS CONSIST OF MULTIPLE x a PLIES BEAMS HEADER AND STUD FASTEN I N (BEAMS, S) PLIES (3)2x6-1 SPF#2 2 CS18 ) # � ) I TOGETHER. PER DETAIL 6/SOcO POST. STRAP TO v 4. INSTALL SOLE PLAT BELOW w /;2 CS18 STRAP HEADER E ANCHORS PER DETAIL \ ) I 3/So.O PER 7/S0.1 a „ T 5. AT SHEARWALLS, PROVIDE DIAPHRAGM f ATTACHMENT PER DETAIL 5 SO.1 -0.0 S / I 0 G © c9 (2)2X12Ilk _ I r; 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT _ TERMINATE I BETWEEN EE TRUSSES, SEE 5A/S0:1 .1` x6 1 2 I 22 (2)2x6-1/ O / 7. AT PORCHES SEE DETAIL 2 S0.1 FOR FRAMING STRAP BEAMS _ / SHEATH WALL CONT. AND HOLD DOWNS EA. END w THRU LOW ROOF TO r (2)MSTA24 (TYP.) -GIRDER BELOW CS18 STRAPPING DETAIL CS18 STRAP w/ loll END LENGTH.. FASTEN THIS END w/ 9-10d. z� WALL FRAMING w C-5AM G c z z ow n i I EXTERIOR BEARING WALL. � SED NO NAILS REQUIRED IN CLEAR SPA 16d COMMONS ®; � N FLOOR 2x4 WALL SHEATHING.--\ ON CENTER 'TRUSSES � LC 2ND STORY POST SET OR JOIST. BLOCKING A DIRECTLY ON BEAM o FLOOR SHEATHING Z F I' BELOW AROUND WALL FRAMING LU ;4 _ z _I POST OSB BLOCKING _ BETWEEN EACH f END STRAP w 10" 2x12 BLOCKING / FLOOREND LENGTH. FASTEN DL TRUSS. SEE 5E/S10.1 BETWEEN EACH I SHEATHING.THIS END w/ 9-10d. JOIST I DO NOT SCALE D' THESE DR INGS. UNCLEAR RE ARCHITECTURAL ..i:. -,., CONTACT :...PORCH BEAM :.. , I SEE PLAN. AN ND FLOOR OOR FRA ING PLAN FRANKLIN SCALE 1/4" = 1,_O. DESIGN/RAN (2)CS18 POST TO SIMPSON CS K SDWC15600 SDWC15600 DA •POST 01.1 S II I' AS N EXTERIOR LPA 1ST STORY POST. SEE BEARING WALL. PLAN. To L 1E C NTR 51 1 DECK DETAIL =5H S3.3 - 1 SHE T 8 7 SYMBOLS _LEGEND TS16 DESIGNATES UPLIFT CONNECTION. G PLAN NOTES:0 1 F R TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. EE PLAN. MIN. (1)SDWC CONNECTOR. sx II 2. F R SPECIFIC UPLIFT CONNECTORS, S O 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O•' 4. EN USING 2 H2.5T CLIPS ON 1'/z" WIDE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER: I Lou ontrgo and Associates, Inc. III TRUSS DETAILS 420 sceola Avenue FASTENING ,ax. Bea h, Florida 32250 Ph.242-0 08 Fax.241-9557 I FLt CA # 344 SC: CA#3579 I, ' •. . tb4 458 n., @dA6PFFe w _ , S ww. w+ aa•.r '"'✓ �.. ww � ♦ ° a' 6 ■ ..a e� I- ♦ w7 x'17 ®. '•-� SIM. -� �q °°� gg� ♦♦ `� www <se• a♦ WSJ a. VO. � ,+. ♦zea ww SIM. RAFTER TAILS, 8 SO.1 STUD DIRECTLY 2 SEE DETAIL TOP PLATE TO SO.2 (2)HTS16 TS16 BELOW TRUSS .., 0.1 H SDWC15600 STUD SDWC15600 S 8/S0.2 (TYP.) I Christoph r J Sabourin PE F L P E#71461 " N WI TH SI MPSO N SDWC USS T IE DOW �- T I co REVI ONS DATE Q m W ij W Rafter to To Plate shown P Truss to To Plate similar i i RA FTER TAILS Top ,1 SEE DETAIL Optimal 1 2 P HTS16W10 THD28 30. (/2 HTS16 l ) THD26 FIEI ALTERATION ^2SIM. CONTRACtY SHALL CONTACT LOU PONTIGOASSOCIATES PRIOR TO STU DIRECTLY LTH=D26 MAKING STRUCTURAL FIELD 1 VARY S�• W TRUSS „ MODIFICAT ONS WHICH MAY BEL ax / YM i 2 FROM THE I TENT OF THE ORIGINAL CO CONSTRUC ION DOCUMENTS. ANY .�. FIELD ALTS ATIONS MADE PRIOR TO D2 NTIGO & 6 VE BY LOU PO BEING APPR AY RESULT IN k t 600 TOP PLATE TO assocr rEs M i SDWC15 G r THIN ENGINEERING OR SHEATHING A AL E . .r" G DOITIO f H CEILING A PORCH 0 THING SDWC15600 CEILING SHEATHING sTUD SD IN PECTION FEES.. f �OF— PORCH AT BOTTOM CHORD OF TTOM CHORD AT B0 4 S0.1. EE 2 - m SS S and including TRU d u to <'' / f rafters u be sloe 9 / ;,n 1. Sloped—roof ed roo P p I � TRUSS SEE 2 S I d• a 12:12 pitch and must be "birdsrnouth" cut. • instructions. 5 2. Reference detail 4 for Installation ms I THD26 _ I PSON SDWC INSTALLATION RANGE Z S 2 HTS16 5 ( ) D26 L9 11 1✓ i I Ln I rfi 8 Uj HTS16 2 I _. t17 W ' IC) < fi RAFTER TAILS, S0.1 1 SO.1 f SIM. � SEE DETAIL s fi s�i SIM.. k J o J _ 8 50.2 TYP % . J 1 J 4 a .f/ i G f fJf f P 1 /'j .rf :/ryr IF I LLJ T DIRECTL � STDNO S I 8 RAFTER TAIL — i BLOW TRUSS SEE DET AIL __ SO.2 SDWC15600 W 8 S0.2 TYP. Amit ( ) � e: Reference detml 2a for installation angle / Not , V 1 I r , ,r f I I f f INSTALLATION 4 r LL A O _I I t NTS16 S WC .INSTA r r H TS16 2 i I � J I f r I r I - RAFTER TAILS, Rafter to Top Plate shown. >, � to simllor k _ Truss to To Plate ) T1 -DETAIL ( P SEE E2 W H TS16 _ r p, i. 8 50.2 TY G % E2 0 � .NOT DI !ECT I 12 STUD / o BELOW TRUSS x x X X x x x x o X XO X 9 CIO, y W c� o W W m co cc w w / w w . w w w LU w W S _ -- Do not Install SDWC In I F hatched area. 00 _ u SDWC15600 TAILS r RAFTER � .�,� `,,� I 2 8 SEE DETAIL - SO.2 S0.1 � 1 1/2- MIN 8 50.2 TYP. SIM. / ( Overhang „ Z11 2 MAX i SD C INSTALLATION RANGE TRUSS ROOF RAFTER NOTE_S. STRAPPING NOTES O F TRUSS 1. STRAP TRUSSES AND R00 RAFTERS TO BEARING R L, I WITH.. 2-12D TOENAILS 8c—SIMPSON' SDWC15600 SCREW UNLESS OTHERWISE' NOTED PLACEMENT I � Rafter or Truss w' X.■ minimum edge ' distance for full LA values with or ( Splice may be m upper or without a late lower late r P plate splice) DO NOT SC LE DIMENSIONS FROM THESE DRA INGS. IF A DIMENSION S - UNCL AR REFER TO THE ARCHITEC URAL DRAWINGS OR Ya from top plate � ,� CO TACT THE E.O.P. I splice Offset for full values STUD NOT DIRECTL P AN NAME I BELOW TRUSS FRANK IN — COASTAL ROOF TRUSS PLACEMENT PLAN DESIGN/ 11AWN/CHECKED CS KM LAP SCALE: 1/4 1 DATE_. SPLICE 01. SD CAT TOP PLATE S • SCALE S NOTED LPA No. TOL-18-00053 r C NT2OL No. 5108 r SHEET 1.4 SHE T 9 OF Q it I I II _ ill