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G12"NSRAL. NOTES:
<br />THIS BUILDING WAS OPEN DESIGNED TO CONFORM TO THE FLORIDA BUILDING CODE 2001,
<br />ARKAY ENGINEERING INCs A REGISTERED LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY'S HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
<br />OF THIS STRUCTURE
<br />THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS WALL BE DESIGNED FOR TWO
<br />FOLLOWING SUPERIMPOSED LOADS
<br />FLOORS+
<br />LIVE LOADS - 40 P.O.P.
<br />DEAD LOADS - 10 P,B,F,
<br />GARAGE SLASs
<br />LIVE LOADS - 50 P.B,F,
<br />DEAD LOADS - 10 P.S.F.
<br />ROOFS
<br />LIVO LOADS (TRUSS TOP CORD) - 20 P.O.P.
<br />DEAD LOADS (TRUSS TOP CORD) - 10 P.S.P. 18 P.B.F. WHEN TILE ROOF INSTALLED
<br />LIVE LOAD (TRUSS BOTTOM CORD) - 10 P.O.F.
<br />WINDS ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.B.F.
<br />BUILDING 16 DESIGNED TO CONFORM TO ABCE 1 -98, CHAPTER 6s PER FLORIDA BUILDING
<br />CODE 2001 SECTION 1606.1.1
<br />WIND DESIGN ASSUMPTIONSs
<br />BUILDING EXPOSURE - M
<br />BUILDING IMPORTANCE FACTOR " 1,0 ( CATEGORY II )
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT . 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRE88URO COEFFICIENT • • / - 0.18
<br />SEE WIND SPEED INFORMATION STATED ON PLANS
<br />TYPE 5 CONSTRUCTION
<br />SOIL BEARING 4 COMPACTIONS
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWA15LO SOIL SEARING CAPACITY OF
<br />2000 P.B.P.( MINIMUM ) TWO CONTRACTOR/PROPERTY OWNER 16 RESPONSIBLE FOR VERIFYING
<br />THAT THE SOIL ON TWO SITE 16 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P.B.F. FOUNDATION LOADING
<br />ARKAY ENGINEERING INCs A REGISTERED L10EN8ED FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANYs DESIGNED THESE FOUNDATIONS WITHOUT V161TING THE CONSTRUCTION
<br />SITE NOR PERFORMING ANY SOIL TESTING
<br />ARKAY ENGINEERING INC SHALL NOT ME RESPONSIBLE FOR THE! SITE SOIL ABILITY TO SUPPORT
<br />THE BUILDING LOADS
<br />FOUNDATION 4 SLAB — ON- GRADE NOTES :
<br />BUILDING 61TO SHALL SO SCRAPED TO REMOVE ALL ORGANIC MATERIALS:.
<br />ANY ADDITIONAL FILL PLACED ON TF+O BUILDING PAD AREA, SHALL BO COMPACTED
<br />OUCH TWAT IT CAN ADEQUATELY SUPPORT A 2007 P.S,F. FOUNDATION LOADING. SLAB
<br />614ALL SO PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
<br />AND TERMITE POISONED $OIL
<br />CONCRETE UTILIZED IN THE FOUNDATION AND $LAM$ SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 2500 P.S.R.
<br />REINFORCING STEEL SHALL SO GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A -615. LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25' FOR
<br />0 5 REBAR , 30" FOR 06 REBAR / 35" FOR 0 1 RE13AR
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSE$ ( AFTER
<br />FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT STEMWALL HEIGHT BABE UPON SITE 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 BO ON SITE
<br />FOR THE BUILDING INSPECTORS USE , OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
<br />STRING STRECTED FROM MARKER TO MARKER TO VERRY REQUIRED SET BACKS
<br />MASONRY UTALLSs
<br />CONCRETE MASONRY UNIT WALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ABTM C -90
<br />AND WALL WAVE MINIMUM F'M OF 1500 P,8.1,
<br />MORTAR WALL CONFORM TO ABTMC -210 AND SHALL BE EITHER TYPE M OR S
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH, ASTMA -615, LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR i5 RE13AR
<br />30" FOR 0 6 RPDAR AND 35' FOR 0 1 RESAR.
<br />GROUT FOR THE POURED CELLS AND LINTELS 614ALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3/8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSVE STRENGTH OF
<br />2000 P,B,I: ( WHEN TESTED PER ASTM C4019 )
<br />PROVIDE CLEAN OUT OPENINGS l 12 60. IN, ) IN CELLS CONTAINING SPLICED REINFORCEMENT. WHEN
<br />TWO GROUT POUR EXCEEDS 5 FEET IN HEIGHT
<br />ROOFING 4 FLASHINGSs
<br />ROOFING SYSTEM AND FLASHING AS STATED IN PLANS MUST CONFORM TO CHAPTER 15 OF THE FLORIDA
<br />BUILDING CODE 2001. FLASHING SPECIFIC SECTION 1501,3.9 CONTRACTOR OR OWNER MUST PROVIDE WITH
<br />PLANS SPECIFIC PRODUCT INFORMATION OOTAILNG INSTALLATION OF PRODUCT TO MEET WIND DESIGNS
<br />OF THIS SET OF DRAWINGS.
<br />TIMBER MATERIALS,
<br />ALL TIMMERS MATERIALS BNALL SE AS FOLLOWS,
<br />LVL SEAMS $HALL BE (,9O) MCALL18tER LVL MATERIALS MANUFACTURED BY TRUSS JOIST
<br />MACMILLAN (OR EQUAL)
<br />LUMBER UTILIZED IN BOTTOM PLATO, TOP PLATER ,P06T, STUDS PACKS AND SEAMS
<br />SHALL 1511 0 2 YELLOW PINE (OR BETTER)
<br />EXTERIOR AND INTERIOR LOAD SOARING STUDS SHALL BO 0 2 SPRUCE (OR BETTER)
<br />ALL OTHER STUDS SHALL SO "STUD GRADE" BPRUCO SPACE 16" OC, ALL SPLICES AT
<br />TOP PLATE MUST SE MINIMUM 4'0' AND NAILED 4' OC WITH YID COMMON NAILS
<br />POL P06T WALL BE (LSE) PARALLAM POL MATERIALS MANUFACTURES BY TRU66JOIST
<br />MACMILLAN ( OR EQUAL), SEE POST SUPPORT TABLE FOR LOAD VALUES.
<br />EXTERIOR WALLS WALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/16" 0.6,13. ( 2-M-W RATING) NAILED
<br />WITH 8D NAILS SPACE AT 3' OC ALONG ALL HORIZONTAL JOINT& AND EDGER, 6" OC ALONG ALL VERTICAL
<br />JOINTS AND EDGES AND 12" OC ALONG ALL INTERMEDIATE STUDS
<br />AT OPENINGS 5'O" WIDE OR LARGER STRAP HEADER SEAM TO THE HEADER STUDS WITH (2) USP OR SIMPSON
<br />LOTA24 STRAP TIES AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION
<br />WITH USP OR SIMPSON HTTI& TENSION TIE
<br />INTERIOR STUD WALL$ TO 1313 OF 2 X 4 0 2 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
<br />PINE BOTTOM PLATE AND SINGLE 2 X 4 " SPRUCE TOP PLATE WITH STUDS SPACED
<br />MAXIMUM 24" OC, WALLS TO HAVE 1/2" GYPSUM BOARD EACH 8100, WITH WALLS AT
<br />GARAGE TO HAVE MINIMUM R -11 INSULATION
<br />ANCHOR WOOD SHEAR WALLS SEGMENTS TO FOUNDATION WITH SIMPSON LTT200 TENSION TIE AT EACH
<br />END OF WALL SEGMENT& AND AT ANY WALL SEGMENT INTERSECTION ( BUILDING CORNER&)
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLOTE, INSPECTED AND APPROVED
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION.
<br />IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY SO USED IN PLACE OF THE
<br />U&P OR SIMPSON CONNECTORS SHOWN
<br />THE CLIENT UNDERSTAND$ THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLE68, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIM&, LOSSES AND
<br />EXPEN$E8 (INCLUDING REA60NAMLIN ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THU
<br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />SOIL TERMITE TREATMENTs
<br />INITIAL SOIL POISONING TREATMENT 614ALL BE DONE AFTER ALL EXCAVATION
<br />BACKFILLING 4 COMPACTING ARE COMPLETE (PER FOC 1816,1,1)
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE TREATED
<br />l INCLUDING ANY BOXED OR FORMED AREAS) (PER FOC 18161.2.)
<br />BOXED AREAS IN TWO CONCRETE $LAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMAMENT METAL OR PLASTIC FORMS, PERMAMENT FORMS MUST SE OF AN ADEQUATE
<br />SIZE t DEPTH TO ELIMINATE ANY DIOTURMANCE OF THE SOIL AFTER THO 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 FSC 1816.1,4)
<br />ALL BUILDINGS ARE REQUIRED TO HAVE A PRO CONSTRUCTION TERMITE TREATMENT
<br />(PER FSC181611.1)
<br />AFTER ALL WORK 18 COMPLETE ANY LOOSE WOOD AND FILL MUST OE REMOVED FROM
<br />BELOW AND WITH IN 12" OF THE BUILDING, THIS WALL INCLUDE ALL GRADE STAKES TU13
<br />TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS
<br />(PER FOC 2303.113)
<br />NO WOOD VEGETATION, STUMPS, CARDBOARD, TRASH, ETC, SHALL BE BURIED WITHIN 15' O
<br />OF ANY BUILDING OR PROPOSED BUILDING (PER FBC 23031.4)
<br />ANY CONCRETE OVER POUR MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT (PER FMC 18160.5)
<br />EXTERIOR SOIL TREATMENT MUST BO APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12' OF TWO STRUCTURE SIDE WALLS (PER FMC 1816,1,6)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER TWO
<br />VERTICAL BARRIER 16 APPLIED, SHAD- SO RETREATED (PER FSC 1816,14)
<br />IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND $PRAY HEADS 614ALL NOT BE
<br />INSTALLED WITH 12" OF TWO BUILDING BiDEWALLB (PER FBC 1503.4,4)
<br />CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
<br />810E WALLS (PER FSC 1503.4.4)
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING f EXCEPTIONBs PAINT AND DECORATIVE
<br />CEMENTITIOUB FINISH LESS THAN 5/8' THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTW GRADE SHALL NOT BE LE88 THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITE INFESTATIONS (PER FBC 1403.1.6)
<br />A " CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE
<br />614ALL STATES (PER FMC 18150,1)
<br />" THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITE$. THE TREATMENT 16 INACCOROANCO WITH THO RULES AND LAWS OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />A PERMAMENT SIGN THAT IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE INSPECTION
<br />AND TREATMENT CONTRACT RENEWAL SHALL OE PROVIDED, THE SIGN SHALL BE P06TW NEAR THE WATER
<br />HEATER OR ELECTRICAL PANEL (PER FBC 104,2.6)
<br />TRUSSES:
<br />IF TWO CONTRACTOR, TRUSS MANUFACTURE OR ANY OTHER DE61GN PROFESSIONAL REVISE THE
<br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLAN$ ARKAY ENGINEERING, INC 18
<br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH, THE
<br />DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
<br />EXTERIOR WINDOWS 4 DOORSs
<br />ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH,
<br />AN81 /AMMA/NWWDA 101/182 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES WALL 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 PRESOURE6 SPECIFIED
<br />ELECTRICAL, PLUMBING, 4 MECHANICALs
<br />IN ACCORDANCE WITH CHAPTER 411,003 (2) (1) OF TWO FLORIDA ADMINISTRATIVE CODES ELECTRICAL
<br />PLUMBING AND MECHANICAL SYSTEMS WALL SE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
<br />MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEM$ DRAWN HERON
<br />ARE BABE UPON A DE61GN PROVIDED BY THE OWNER TO ADDRESS HIS /HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR &INK$), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BO WIRED INTO A GROUND FAULT INTERRUPTER "CFI' CIRCUIT
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SHALL SO WIRED INTO AN ARC -FAULT INTERRUPTER
<br />"AEI" CIRCUIT
<br />SMOKE DETECTORS SHALL SO PLACE IN EACH BEDROOM AND
<br />IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING
<br />AREA$
<br />SAFETY GLAZING=
<br />TWO FOLLOWING WALL SO CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF
<br />GLAZING
<br />(1) GLAZING IN OWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS
<br />ASSEMBLIES
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOL$, SAUNAS, STEAM
<br />ROOM&, BATHTUBS AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE TWO BOTTOM EDGE OF THE GLAZING 16 LESS
<br />THAN 60" ABOVE TWO DRAIN INLET
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE 16 WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED
<br />POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN 60" ABOVE TWO FINISH FLOOR OR
<br />WALKING SURFACE
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEWS ALL OF TWO FOLLOWING
<br />(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 80. FT.
<br />(S) BOTTOM EDGE LESS THAN 18' ABOVE THE FLOOR
<br />(C) TOP EDGE GREATER THAN 36" ABOVE TWO FLOOR
<br />(D) ONE OR MORE WALKING SURFACES WITHIN 36' HORIZONTALLY
<br />OF THE PLANE OF THE GLAZING
<br />DRAFTSTOPPINGs
<br />IN SINGLE FAMILY DWELLING$, ORAFTBTOPPINGB BNALL BE PROVIDED ( PARALLEL TO THE MAIN
<br />FRAMING MEMBERS) IN FLOOR / CEILING A881EMBLIE6 SEPARATING USEABLE $PACE&. DRAFTBTOPPING
<br />SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CEILING ASSEMf5LEY 16 BROKEN UP INTO TWO OR MORE
<br />APPROXIMATED AREAS WITH NO AREA GREATER THAN 500 SQ,FT,
<br />ATTIC ACCESSs
<br />ATTIC SPACES SHALL BE PROVIDED WITH AN INTERIOR ACCESS OPENING NOT LEO& THAN
<br />22 "X36 ACCESS OPENING WALL SO ACCESSIBLE AND PROVIDE WITH A LID OR DEVICE
<br />THAT 16 EASILY REMOVED OR OPENED, WHEN MECHANICAL EQUIPMENT 16 INSTALLED IN
<br />THE ATTIC, IT SHALL SE INSTALLED IN ACCORDANCE WITH MECHANICAL CODS.
<br />ACCESS 16 NOT REQUIRED WHEN THE CLEAR HEIGHT OF TWO ATTIC SPACE , MEASURED
<br />AT TWO ROOF PEAK IS LESS THAN 24',
<br />2 X B CUT TO FIT BETWEEN TRUSSES
<br />ANCHORED TO BLOCK WALL WITH
<br />1/2" X 8' ANCHOR BOLTS 32" OC
<br />NAIL TRU88ES ALONG BOTTOM —
<br />CORD WITH 120 COMMON NAIL$
<br />12" OC
<br />ROOF TRUSSES
<br />�J
<br />R -19 INSULATION
<br />rJ
<br />(TYP) 1/2" GYPSUM CEILING BOARD
<br />3/4' P.T. FURING STRIP AND I LAYER 5/8' TYPE
<br />X DRYWALL EACH SIDE OF BLOCK WALL AND ON
<br />ROOF TRUSS ABOVE FROM FLOOR TO BOTTOM OF
<br />ROOF SHEATHING A50v9
<br />(2) "5 RESAR ON
<br />(TYP) 1/2" GYPSUM CEILING BOARD
<br />i
<br />3/4' P.T, FURING STRIP AND I LAYER 5/8' TYPE
<br />X DRYWALL EACH SIDE OF BLOCK WALL AND ON
<br />ROOF TRUSS ABOVE FROM FLOOR TO BOTTOM OF
<br />ROOF SHEATHING ABOVE
<br />0 5 VERTICAL RODS AS
<br />SHOWN ON FOUNDATION
<br />PLAN
<br />Full (TYP) 4" CONCRETE BLAB
<br />0
<br />1 1— 11
<br />24"
<br />1 HOUR BLOCK FIRE WALL DETAIL
<br />STEEL PLYCLIPS
<br />CAULK DOOR FRAME PER YOUR
<br />MANUFACTURES RECOMMENDATIONS
<br />ATTACH MINIMUM 3/4" P.T. BUCK STRIP
<br />THAT 18 THE MINIMUM WIDTH OF YOUR
<br />WINDOW FRAME USING .09'1 X 1 3/8"
<br />T- NAILS MAXIMUM 10" OC
<br />CAULKED WINDOW PER YC
<br />WINDOW MANUFACTURES $'
<br />RECOMMENDATIONS TO MI
<br />LOAD AND COMPRESSION
<br />FOR YOUR JOB LOCATION
<br />BL OCK WINDOW ATTACHMENT DETAI
<br />5IMP60N M15HA3,56111,25" HANGER
<br />OR EQUAL FILL ALL NAIL HOLES
<br />TO B1=AM WITH 100 X 1 1/2" TYPICAL
<br />TRUSS NAILS
<br />SECURING WINDOW TO BUCK STRIPS PIER
<br />YOUR MANUFACTURES INSTRUCTION TO MEET
<br />WIND LOAD AND COMPRESSION RATINGS FOR
<br />YOUR JOB LOCATION. ALL ANCHOR SCREWS
<br />MUST PENETRATE BLOCK WALL A MINIMUM OF
<br />1 114" AND THERE SHALL BE A MAXIMUM 1/4"
<br />SPACE BETWEEN BUCK AND WINDOW FRAME
<br />PLYWOOD NAIL PATTERN (ROOF)
<br />PLYWOOD NAILED AS SHOWN 18 DESIGNED TO
<br />WITH STAND MAXIMUM WIND LOAD RATING OF
<br />130 MPH
<br />ATTACH MINIMUM 3/4" P.T. BUCK
<br />STRIP THAT 18 THE MINIMUM WIDTH
<br />OF DOOR FRAME USING .OS 1X1 3/8"
<br />T- NAILS MAXIMUM 10" OC.
<br />SECURING PREHUNG TO BUCK STRIPS
<br />PER YOUR MANUFACTURES INSTRUCTIONS
<br />TO MEET WIND LOADS AND COMPRESSIONS
<br />RATINGS FOR YOUR JOB LOCATION, ALL
<br />ANCHOR SCREWS MUST PENETRATE BLOCK
<br />WALL A MINIMUM OF 1 1/4" AND THERE SHALL
<br />BE A MAXIMUM 1/4" SPACE BETWEEN BUCK
<br />AND DOOR JAMB
<br />BLOCK DOOR ATTACHMENT DETAIL
<br />34. A301 ANCHOR BOLT 5 5/8" FROM OF EDGE
<br />OF DLOCK WALL WITH MIN, 6" EMBEDDED
<br />IN 3000 P81 CONCRETE GROUT
<br />-sin.
<br />FILLED CELL (TYP) I I
<br />I I
<br />8 CMU W/ 3000 P81 I
<br />CONIC 4 LINTEL W/
<br />1 40 5 0 MIN, LAP 30" I I
<br />E3M /WALL CONN
<br />7BL 2 X 12 0 2 PINE BEAM WITH ONE ARKAY ENGINEERING INC.
<br />LAYER 1/2" COX IN CENTER STRUCTURAL ENGIN£ER8
<br />RICHARD L. KIDOF -Y P.O.
<br />FLORIDA LICENSE NUMBER 31296
<br />I WERSY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
<br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001
<br />FOR Ito MPH, f 3 BECONO GUST) WIND ZONE - 90 MPH, FASTEST
<br />8P�0
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<br />UNIT 0 1
<br />LIVING 810,0
<br />ENTRY 42,0
<br />TOTAL 858,6
<br />UN I T �
<br />LIVING 800.0
<br />ENTRY 20.0
<br />TOTAL 820.0
<br />TOTAL 1618,0
<br />PG
<br />4OF4
<br />ARKAY 0 7.63(
<br />
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