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GENERA. NOTES;
<br />THIS BUILDING HAS BEEN DE64NEO TO CONFORM TO THE FLORIDA BUILDING CODE 2004.
<br />ARKAY ENGINEERING INC# A REGISTERED LICENSW. FLORIDA PROFESSIONAL STRUCTURAL
<br />ER GINEERING COMPANY, HAS APPLIED ' RATIONAL ANALY61W FOR THE STRUCTURAL DESIGN
<br />OF THIS & TRUCTURE
<br />THE BUILDING (INCLUDING ALL COMP40NENTS AND CLADDINGS SMALL BE DESIGNED FOR THE
<br />FOLLOWING SUPER I MPOSED LOADS
<br />FLOORS,
<br />LIVE LOADS - 40 P.B.F.
<br />DEAD LOADS - 10 P.B.F.
<br />GARAGE 4LAS,
<br />LIVE LOADS - 50 P.B.F.
<br />DEAD LOADS - 10 P.B.F.
<br />LIVE LOADS (TRUSS TOP CORD) - 20 P.B.F.
<br />DEAD LOADS (TRUSS TOP CORD) - 10 P.B.F. 18 P.B.F. WHEN TiLE ROOF INSTALLED
<br />DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S.F.
<br />WIND, ASSUMW TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.B.F.
<br />BUILDING 16 DESIGNED TO CONFORM TO ABLE 1-98, CHAPTER 6: PER FLORIDA BUILDING
<br />CODE 2oOl BECTON 1606.1.1
<br />WIND DESIGN ASBUMPTION6s
<br />BUILDNG EXPOSURE - B
<br />BUILDING IMPORTANCE FACTOR • 1.0
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HWGHT t EXPOSURE ADJUSTMENTS COEFFICIENT . 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT . • / - 0.18
<br />SEE WIND SPEED INFORMATION STATED ON PLANS
<br />SOIL BEARING 4 COMPACTION:
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF
<br />2000 P.B.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER 16 RESPONSIBLE FOR VERIFYING
<br />THAT tHE SOi. ON THE 817E 16 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P.6.13. FOUNDATION LOADING
<br />ARKAY ENGINEERING INIG. A REGI6TERED LICENSED FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERNG COMPANY, DEIGNED tHESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
<br />SITE NOR PERFORMING ANY SOIL TESTING
<br />ARKAY ENGNEERNG INC SHALL NOT BE RESPONSIBLE FOR THIS BITE SOIL ABILITY TO 84iPPORt
<br />T149 BUILDING LOADS
<br />FOUNDATION 4 SLAB - ON- GRADE NOTES
<br />BUILDING SITE SHALL BB SCRAPED TO REMOVE ALL ORGANIC MATERIALSF.
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />OUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.B.F. FOUNDATION LOADING. $LAS
<br />SHALL BE PLACE OVER A 6 MI- VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
<br />AND TERMITE P01WNW BOIL
<br />CONCRHTS UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE SM040TU OF 2500 P.B.F.
<br />REINFORCING STM SHALL BM GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A -619. LAP $PEKES. WHERE REQUIRED SHALL BE A MINIMUM OF 25' FOR
<br />0 9 REBAR , 30' FOR 8 6 REBAR 1 35' FOR '1 RESAR
<br />PLANS ARM ENGINEERED FOR A MAXIMUM BTEMWALL HEIGHT OF 4 COURSES ( AFTER
<br />FINAL 81TE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT STEMIUALL HEIGHT BADE UPON 817E CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSE ARE REQUIRED
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE
<br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SMALL Be EXPOSED AND A
<br />STRING STREGTED FROM MARKER TO MARKER TO VERFIY REQUIRED SET BACKS
<br />MASONRY WALLS:
<br />CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WiTH A6TM C-90
<br />AND SHALL HAVE MINIMUM F'M OF 1500 P.S.I.
<br />MORTAR SHALL CONFORM TO ABTMC -210 AND SHALL BE EITHER TYPE M OR 6
<br />REINFORCING ST EEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTMA419. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25' FOR 'S REBAR
<br />30' FOR 0 6 REBAR AND 35' FOR 0 1 RESAR.
<br />GROUT FOR THE POURED CELLO AND LINTEL6 SMALL HAVE A MAXIMUM COURSE AGGREGATE SiZE
<br />OF 3/8' PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
<br />2000 P.61. ( WHEN TESTED PER A6TM 0-1019 )
<br />PROVIDE CLEAN OUT OPENINGS ( t2 W. IN. ) IN CELLO CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 9 FEET IN HEIGHT
<br />ROOFING 4 FLASHING$:
<br />ROOFING SYSTEM AND FLASHING A8 STATED IN PLANS MUST CONFORM t0 GRAFTER 15 OF THE FLORIDA
<br />BUILDING CODE 2081. FLASHING SPECIFIC SECTION 1501.3.3 CONTRACTOR OR OWNER MUST PROVIDE WITH
<br />PLANS SPECIFIC PRODUCT INFORMATION DETAILING INSTALLATION OF PRODUCT TO MEET WIND DESIGNS
<br />OF TRIO SET OF DRAWINGS.
<br />TIMBER MATERIALS:
<br />ALL TIMBERS MATERIALS SHALL BE AS FOLLOWS,
<br />LVL BEAM$ SHALL BE (b9&) MCALLI8TER LVL MATERIALS MANUFACTURED BY TRUSS JOIST
<br />MAGMLLAN ( OR EQUAL)
<br />LUMBER UtIL1XED IN WTTOM_PL.ATE, TOP PLATES POST, &TUDS PACKS AND BEAM$
<br />SHALL BS n YELLOW PINS (OR BETTER)
<br />EXTERIOR AND INTERIOR LOAD SEARING STUDS BRA.L.L BE n BPRUGE ( OR BETTER)
<br />ALL OTHER STUDS WALL B8 'eTUD GRADE' SPRUCE SPACE !6" OC. ALL SPLiGEB AT
<br />TOP PLATE MUSt BE MINIMUM 4'0" AND NAILED 4' Or- WITH 120 COMMON NAILS
<br />POL P06T SHALL BE (i.SE) PARALLAM P8L MATERIALS MANUFACTURES BY TRUM8 OAT
<br />MACMILLAN (OR EQUAL). SEE POST SUPPORT TABLE FOR LOAD VALUES.
<br />EXTERIOR WALL$ SHALL BE CONSTRUCTED WITH 112' PLYWOOD OR Vlb" O.S.S. If 2 -M41J RATING) NAILED
<br />WITH 80 NAILS SPACE AT 3' or, ALONG ALL HORIZONTAL JOINTS AND EDGES, 6" OC ALONG ALL VERTICAL
<br />JOINTS AND EDGES AND 12' 0C ALONG ALL INTERMEDiATE STUDS
<br />AT OPENINGS 9'O" WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) USP OR SIMPWN
<br />LSTA24 STRAP TIES At EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUD$ TO FOUNDATION
<br />WITH USP OR SIMPSON 14TTi6 TENSION TIE.
<br />INTERIOR STUD WALL$ TO BE OF 2 X 4 7 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
<br />PiNE BOTTOM PLATE AND SiNGLM 2 X 4 n SPRUCE TOP PLATE WITH STUD$ SPACED
<br />MAXIMUM 24' oC. WALLS TO HAVE VY GYPSUM BOARD EACH SIDE, WITH WALL$ AT
<br />GARAGE TO HAVE MINIMUM 14-11 INSULATION
<br />ANCHOR WOOD SHEAR WALLS WsMUNT6 TO FOUNDATION WITH SIMPSON LTT200 TENSION TIE AT EACH
<br />END OF WALL SEGMENTS AND At ANY WALL SEGMENT INTER6ECT10N ( BUILDING CORNERS)
<br />ANCHOR TRUSS TO WOOD BEARING LOCATIONS AS FOLLOWS,
<br />ROOF UPLIFTS OF 4W AND LESS U6E (U USP RT3 OR SIMPSON 143 HURRICANE TIE
<br />FOR UPLIFTS FROM 456► TO 9IOO USE (2) LISP RT3 OR SIMPSON H3 HURRICANE TIES
<br />UPLIFTS FROM 911• UP TO 1450' USE A USP HTW20 OR SIMPSON WT620 IV16T STRAP
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION.
<br />IF DESIRED, EQUEVALENT . CONNECTCRS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
<br />USP OR S I MPSON CONNECTOR& SHOWN
<br />THE CLIENT IINDER6TANOS THAT THSl4 DEW4NER CARRIES NO LIA151UTY INSURANCE AND THEREFCRE
<br />AGREEb TO HOLD gAW- tE64 voiX", AND DEFEND GE6iGNER FROM ALL CLAIMS. L06WA AND
<br />g)opgNffA (INCLI►OR44! RgA60NA %* ATTORNEY FEE8) A i 1j&N0 OUT OF OR RM LTINa FROM THff
<br />P140JELT. THE GF.C! WILL. IN C FAITH ATTWPT TO F'ROVCR ERRCR FREE 00146 TRUGTiON
<br />DRA**A OUT W 114E W047 R; rAORS OCCUR THE DE6IGNF.R W&L NOT IN LL46LS FOR C06T Of
<br />REPAI26 QR 09LAY 10 1714111 (:O4TR4VQH
<br />SOIL TERMITE TREATMENT:
<br />INITIAL SOU. POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
<br />BACKFILLING 1 COMPACTING ARE COMPLETE (PER FSC' 18'6. #.0
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE TREATED
<br />( INCLUDING ANY BOXED OR FORMED AREAS) (PER FBC 18161.2.)
<br />BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORME. PERMANENT FORMS MUST BE OF AN ADEQUATE
<br />SIZE / DEPTH TO EIJMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT
<br />(PER FSC 1816.1.3)
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
<br />BE REQUIRED (PER FBC 1816.1.4)
<br />ALL BUILDINGS ARE REQUIRED TO HAVE A PRE CONSTRUCTION TERMITE TREATMENT
<br />(PER FBC1816.1.1)
<br />AFTER ALL WORK 16 COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />BELOW AND 'WIltH IN 12' OF THE BUILDING. THIS SMALL INCLUDE ALL GRADE STAKES TUB
<br />TRAP BOXES, FORMS, BHORiNG AND ANY OTHER CELLULOSE CONTAINING MATERIALS
<br />(PER FBC 2303.1,3)
<br />NO WOOD VEGETATION, STUMPS, CARDBOARD, TRASH, ETC, SHALL BE BURIED WITHIN 15' O"
<br />OF ANY BUILDING OR PROPOSED BUILDING (PER FOC 23031.4)
<br />ANY CONCRETE OVER POUR MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MIDST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT (PER FSC 1816.1.5)
<br />EXTERIOR SOIL TREATMENT MIDST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN !2" OF TIME STRUCTURE BIDE WALL$ (PER FSC 1816.1.6)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SMALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY 601L DISTURBED AFTER THE
<br />VERTICAL BARRIER A APPLIED, SHALL BE RETREATED (PER FBC 1816.1.6)
<br />IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SMALL NOT BE
<br />INSTALLED WITH 12' OF THE BUILDING BIDEWALLS (PER FBC 1503.4.4)
<br />CONDEN8ATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
<br />BIDE WALLS (PER FSFC 1303.4.4)
<br />THE 016TANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTiONBI PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISH LE66 THAN 5/8' THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH GRADE SMALL NOT BE LESS THAN 6' TO ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITE INFESTATIONS (PER FBC 1403.1.6)
<br />A " CERTIFICATE OF COMPLIANCE' SMALL BE ISSUED TO TWO BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY SEFCRE A ' CERTIFICATE OF OCCUPANCY WiLL BE iSBUED. THE CERTIFICATE
<br />SMALL STATE, (PER FSC 1813.1.1)
<br />" THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />A PERMANENT SiGN THAT IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE INSPECTON
<br />AND TRE=ATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE P08TED NEAR THE WATER
<br />HEATER OR ELECTRICAL PANEL (PER FBC 104.2.6)
<br />TRU88EZ:
<br />IF THE CONTRACTOR , TRUSS MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL REVISE THE
<br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC A
<br />REQUIRED TO RSViEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE
<br />DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
<br />UP LIFT CONNECTIONS FOR MASONRY WALL$
<br />ROOF UPLIFTS OF 1890' AND LESS USE (1) 6IMP80N HETA24 WITH (16) 100 X 1 1/2' NAILS
<br />ROOF UPLIFTS OF 2310 AND LESS USE (1) 84MPWM WHETA24 WITH (21) 100 X I V2" NAILS
<br />ROOF UPLIFTS OF 3965' AND LESS USE (1) SIMPSON MGT WITH (22) lot) X 1 1/2' NAILS TO
<br />GIRDER AND 5/8" BOLT TO CONCRETE
<br />ROOF UPLIFTS OF #0980• AND LEGS USE (1) SIMPSON HGT -2 WITH (8) 100 X I I& NAILS
<br />TO GIRDER AND (2) 3/4' BOLTS IN CONCRETE l 2 PLY GIRDERS )
<br />ROOF UPLIFTS OF 10530' OR LESS USE (1) SIMPSON HGT -3 WITH (8) IOC X 1 1/2" NAiLS
<br />TO GIRDER AND (2) 3/4' BOLTS IN CONCRETE ( 3 PLY GIRDERS )
<br />ROOF UPLIFTS OF 5250 AND LE66 USE (1) SIMPSON HGT-4 WITH 06) !OD X I I/2' NAILS
<br />TO GIRDER AND (2) 3/4" BOLT$ 114 CONCRETE ( 4 PLY GIRDERS J
<br />EXTERIOR IUINDOW$ 4 DOOR$:
<br />ALL EXTERIOR WINDOWS / GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH
<br />AN81 /AMMA/NWWDA 1011182 STANDARD AND BEAR AN AMMA OR WOMA LABEL 'CENTIFYING THE MANUFACTURE
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
<br />1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE
<br />INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRE66URES SPECIFIED
<br />ELECTRICAL, PLUMBING, 4 MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE. ELECTRICAL
<br />PLUMBING AND MECHANICAL SYSTEMS WALL BE DESIGNEES BY THE RESPECTIVE CONTRACTOR TO
<br />MEET ALL APPLICABLE CODER. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERCN
<br />ARE BABE UPON A CE616N PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUREMENT6.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS WALL BE W -RED INTO A GROUND FAULT INTERRUPTER 'G"" CIRCUIT
<br />ALL ELECTRICAL OUTLETS IN BEDROOM$ SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AF1" CIRCUIT
<br />SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND
<br />IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING
<br />AREAS
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURP069 OF
<br />GLAZING
<br />(1) GLAZING IN SWING DOORS, FIXED AND GLIDING PANEL OF GLIDING DOORS
<br />ASSEMBLIES
<br />(2) GLAZING IN DOORS AND ENCL06URE6 FOR HOT TUBS, WHIRLPOOL$, SAUNAS, STEAM
<br />ROOM$, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION Cr- A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING 16 LESS
<br />THAN 60' ABOVE THE DRAIN INLET
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE !$ WITHIN A 24' RADIUS OF THE DOOR iN A CLOSED
<br />POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN b0' ABOVE THE FIN16W FLOOR OR
<br />WALKING SURFACE
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN TH06E LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE . THAT MEETS ALL OF THE FOLLOWING
<br />(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SO. FT.
<br />(B) BOTTOM EDGE LE66 THAN 18' ABOVE THH FLOOR
<br />(C) TOP EDGE GREATER THAN 36' ABOVE THE FLOOR
<br />(0) ONE OR MORE WALKING SURFACES WITHIN 36' HORIZONTALLY
<br />OF THE PLANE OF THE GLAZING
<br />DRAFTSTOPPING:
<br />IN SINGLE FAMILY Mm ING$, DRAFTSTOPPINGS SHALL BE PROVIDED ( PARALLEL TO THE MAIN
<br />FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOP 1
<br />SHALL BE CONSTRUCTED 81X44 THAT THE FLOOR / CEILING A66WBLEY IS BROKEN UP INTO TIRO OR ORE
<br />APPROXIMATED AREAS WITH NO AREA GREATER THAN 500 SQ.FT.
<br />ATTIC ACCE88:
<br />ATTIC SPACES SHALL BE PROVIDED WITH AN INTERIOR ACCESS OPENING NOT LESS THAN
<br />22'X36'. ACCESS OPENING SHALL BE ACCE881BLif AND PROVIDE WITH A LID OR DEVICE
<br />THAT 16 EA61LY REMOVED OR OPENED. WHEN MECHANICAL EQUIPMENT I$ INSTALLED IN
<br />T14E ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE WITH MECHANICAL CODE.
<br />ACCESS IS NOT REQUIRED WHEN THE CLEAR HEIGHT OF T146 ATTIC SPACE , MEASURED
<br />AT T14E ROOF PEAK 16 LESS THAN 24'.
<br />51 -"F Sc;4 L?'2Gb Ale - ?GR EA
<br />OF J,N0,.;"1l8 A40 001 IES E£!
<br />5L415 LITN Ire' x V
<br />5L =EVE ANC-PCIR6
<br />WALL/ HEADER DETAIL
<br />ATTACH DOCK TO STUDS THROUGH WOOD
<br />DOCR JAI-B PER YOUR MANUFACT,,REB
<br />iNSTRUCTION8 TO MEET 'JAND LOAD AND
<br />COMPRESSION RATINGS FCR YOUR JGB /
<br />LOCAT:CN
<br />OFEN64G5
<br />Y? G8L 2 X 12 0 2 PuNE •.11'N
<br />All ER v2" PLIV- 1c.0 :+EArDER S
<br />S 0Ti- Eput!E V7TE:> :N FLOG'R
<br />*16 5 0 AND Wwr m
<br />D ?..LLE .J< M0 V r,4,
<br />„ce 8rr 8
<br />CAULK DOOR PER YOUR
<br />DOOR t 3PEC1FiG
<br />RECOMi"ENDAVONS TO MEET
<br />WIND LOAD AND CO�'PRE88 +ON 11
<br />RATINGS FCR YODUR J06 LOCATION
<br />TYPICAL SPJD tL'ALL
<br />WOOD DOOR ATTACHMENT DETAIL
<br />STEEL PLYCL ,PS
<br />PLYWOOD NAIL PATTERN (ROOF)
<br />DBL TOP PLATE
<br />2X4 BLOC< NG AT ALL
<br />F PL'F''iiCCD RUNS HC';
<br />NAIL 3' Or- WI TH 3 D N,4
<br />PLYWOOD
<br />TYP :CAL LOOD TR +.38
<br />BACK NA'L '-11 (2) '60 NAiLS
<br />L-RA T ERN, l W ALL )
<br />2 X4 OUTRIGGERS AT 24" OC
<br />CONNECT OUTRIGGERS TO
<br />HALL WITa SIMPSON H2 L /R
<br />OR EOIJAL
<br />ATTAC WINDOW TO ST C8 TH R OU GH I;JINDOW
<br />FiN PER YOUR WINDOW MMANUFAC%RE ,N8TRUCTIONS
<br />TO MEET WIND LOAD AND OMPRE881CN RATINGS
<br />F- YOUR .1CB LCCATION
<br />CAULK WINDOW PER YOI,R
<br />,NDOW MANI.FACT:RES SPEC FIC
<br />RECOMP ;NEDAVONS TO MEET +WIND
<br />LOAD AND COt'PRESSION RATING8
<br />FOR YOUR .-CB LOCATION
<br />PREVAIL
<br />01RECT'
<br />NGRMAL W;NO ARl<AS
<br />5" EXPG6URE
<br />EXTERiCR 3TJO Il'ALL
<br />WOOD WINDOW ATTACHMENT DETAIL
<br />TH18 ROOF 4 ALL OF ITS COMPONENTS ARE
<br />DESIGNED TO CONFORM TO SECTION 1606
<br />OF THE 2001 FLORIDA MILDING CODES FOR
<br />WIND LOADS STATED ON PLANS
<br />NiNG
<br />MANSARD OR H1GH W ND AREAS
<br />1 I I I I
<br />9' EcPGBURE
<br />6' MIN
<br />CENTER LINE
<br />2 X 4 WEB BLOCKS NAILED N OETWEEN
<br />L'EBS WITH (2) !oD NAILS EACH END
<br />4 5 DEGREES
<br />MAX. 24" OVERPANG
<br />Lt PLASTIC CEMENT
<br />G.A. OR EQUAL STANDARD ASPHALT SHINGLE DET
<br />BALLOON END JJALL FROM BLAB
<br />2 X 4 ANGLE BRACING AT 46" CSC ALONG
<br />GABLE END NAIL ENDS TO 2 X •4 BLOCKING
<br />J1/ (6) '6D NAILS AT EACH END 'MAIL TO 2 X 4
<br />WEB BLOCKING WITH (2) !6D TOE NAILS
<br />1/2" GY F3UM WALL BOARD
<br />2 X 4 NAILER AT EACH STUD —
<br />NAILED TO TRUSS AND STUD
<br />LITN 2 EACH 120 COMMON NAILS
<br />TO BOTTOM OF OUTRIGGERS
<br />m
<br />z
<br />OPTIONAL WINDOW IN GABLE END
<br />M C3
<br />TO NAVE DOUBLE 2 X 8 HEADER
<br />TYPICAL SPJD tL'ALL
<br />WOOD DOOR ATTACHMENT DETAIL
<br />STEEL PLYCL ,PS
<br />PLYWOOD NAIL PATTERN (ROOF)
<br />DBL TOP PLATE
<br />2X4 BLOC< NG AT ALL
<br />F PL'F''iiCCD RUNS HC';
<br />NAIL 3' Or- WI TH 3 D N,4
<br />PLYWOOD
<br />TYP :CAL LOOD TR +.38
<br />BACK NA'L '-11 (2) '60 NAiLS
<br />L-RA T ERN, l W ALL )
<br />2 X4 OUTRIGGERS AT 24" OC
<br />CONNECT OUTRIGGERS TO
<br />HALL WITa SIMPSON H2 L /R
<br />OR EOIJAL
<br />ATTAC WINDOW TO ST C8 TH R OU GH I;JINDOW
<br />FiN PER YOUR WINDOW MMANUFAC%RE ,N8TRUCTIONS
<br />TO MEET WIND LOAD AND OMPRE881CN RATINGS
<br />F- YOUR .1CB LCCATION
<br />CAULK WINDOW PER YOI,R
<br />,NDOW MANI.FACT:RES SPEC FIC
<br />RECOMP ;NEDAVONS TO MEET +WIND
<br />LOAD AND COt'PRESSION RATING8
<br />FOR YOUR .-CB LOCATION
<br />PREVAIL
<br />01RECT'
<br />NGRMAL W;NO ARl<AS
<br />5" EXPG6URE
<br />EXTERiCR 3TJO Il'ALL
<br />WOOD WINDOW ATTACHMENT DETAIL
<br />TH18 ROOF 4 ALL OF ITS COMPONENTS ARE
<br />DESIGNED TO CONFORM TO SECTION 1606
<br />OF THE 2001 FLORIDA MILDING CODES FOR
<br />WIND LOADS STATED ON PLANS
<br />NiNG
<br />MANSARD OR H1GH W ND AREAS
<br />1 I I I I
<br />9' EcPGBURE
<br />6' MIN
<br />CENTER LINE
<br />2 X 4 WEB BLOCKS NAILED N OETWEEN
<br />L'EBS WITH (2) !oD NAILS EACH END
<br />4 5 DEGREES
<br />MAX. 24" OVERPANG
<br />Lt PLASTIC CEMENT
<br />G.A. OR EQUAL STANDARD ASPHALT SHINGLE DET
<br />BALLOON END JJALL FROM BLAB
<br />2 X 4 ANGLE BRACING AT 46" CSC ALONG
<br />GABLE END NAIL ENDS TO 2 X •4 BLOCKING
<br />J1/ (6) '6D NAILS AT EACH END 'MAIL TO 2 X 4
<br />WEB BLOCKING WITH (2) !6D TOE NAILS
<br />1/2" GY F3UM WALL BOARD
<br />2 X 4 NAILER AT EACH STUD —
<br />NAILED TO TRUSS AND STUD
<br />LITN 2 EACH 120 COMMON NAILS
<br />TO BOTTOM OF OUTRIGGERS
<br />m
<br />z
<br />OPTIONAL WINDOW IN GABLE END
<br />a R '
<br />•%
<br />O
<br />TO NAVE DOUBLE 2 X 8 HEADER
<br />A
<br />111TH 1/2" PLY IN CENTER
<br />— STRAP EACH ENE) OF 1 -EAGER
<br />-)ITN 2 EACH 81MF&CN LSTA!o FLAT
<br />STRAPS TO STUDS
<br />TYPICAL 11000 WALL
<br />ALLOON VAULTED END SRACING DF-TAi
<br />iNGt
<br />ROOF TO WALL
<br />4' X V ANGLE 26 GAUGE GAL' /ANIZED MIIETAL
<br />RUBBER VALLEY FLA6HNG OVER TOP OR It
<br />WIDE 26 GAUGE GALVANIZED METAL
<br />ALL NAILS MUST PENETRATE AT LEAST 3/4' INTO
<br />THE 1-000 DECK
<br />NAIL 6H 1NT4 11 OR F2 GAUGE GAL NAILS
<br />WITH 3/8' DA. HEADS ( 6 REQUIRED AS SHOWN Hi6W Wilms
<br />AREAS)
<br />MATERIALS 6FEGIFICAt1GN8:
<br />UifRLAYMENT SHALL CONFORM TO A6TM DY.'6, TYPE
<br />I OR ATVI 4865, TYPE I
<br />FLASHING FCR ASPHALT 6H,NGLE6 6HAL! COMPL WITH
<br />RX 1381.3.9.
<br />ASPHALT 64-4,NGLE6 SHALL COMPLY TO A8TM 0229 OR A6TM 03,462
<br />ARK+ar ENe;NFtzRjN4 INC.
<br />7 ST;Rt}CtU AL P INEERS
<br />l
<br />RMGHAKO - KIDDEY .E_
<br />�OY"�iDA L';C.�vBH NUJ'+i'�ER 31296
<br />I HER13Y CERT11 THAT THESE Pi.ASO A1 6PE6IFICATON6
<br />WAS PREPARED 13Y ME CR 4` . TSQ M't DIRECT SUPERVISION
<br />ARM IN COMPLIANCE WIT THIF FLORIDA BUILDING CODE 2001
<br />FOR 110 MPH ( 3 SECOND GUST ) WIND ZONE —'70 MPH FASTEST
<br />SPEED
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<br />ADDITION
<br />510 80, Ft.
<br />m
<br />3OF3
<br />ARKAY i 5149
<br />STRAP ALL i- +f1Qf1E6 AS 61 - 0.. J1kr4 2
<br />EA.- 6iFx5o LSTA 2f CQ EQLAL PLA
<br />STQAF6 AT =vim
<br />NAIL WITH 30 RS NAILS
<br />HIP I RIDGE OJT FROM
<br />METRIC THREE TAB 6H
<br />3`
<br />
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