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700 Mellonville Ave - BR08-000734 (ENCLOSE GARAGE) (A)CITY OF SANFORD PERMIY APPLICATION �,.Y-1 � n Application # : rA I / J 1 f Submittal Date: / �2 �' 47. / /� �t �b Address: �� l� el, /X0 ;v �i � ye, f 011ue of Work: S 2,JacJ9,z- r°.. Parcel ID: Zoning: Historic District: t) r n/ ]. 2 Description of Work: s�n C�� � Q�1'V�'lll`''�V C\��fA � Square Footage: t9 )!)n ........................................ .......:.....�.............................................................. 6 Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service —# of AMPS Add ition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines T Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ......................................................................................................................... Pro erty Owner: Cf'' 65�16f 7—'11_14 ' Contractor: 5^2 Wdd.ress: lU i 5'LJi:lt�, /��c Address: ho»e: ctlo 7 31-3 4V 9 E-mail: Bonding Company: Address Arch itect/Engineer: Address Plan Review Contact Person: Phone: Mortgage Lender: Address: Phone: Fax: State License Number: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 7 B. Signature of Owner/Agent Date Signature of Contractor/Agent Date GC� GUr<�or� Pri Cgenl/ Name Print Contractor/Agent's Name A Signature o otary-S ate of Florida Date Signature of Notary -State of Florida Date VA1;11 r,. _ Z�6xi.�fE la BRI EP eMY COMMISSION 9 DD629096 ,F EXPIRES: February 25, 2011 t - ted` Fl. Notary Dislunt Assoc. Co. -�CO3-NO RY e� Owner/A e4111,� t�4©�tyoi,tlu ek Mo 0 Produced ID -r--/� li 1 1 U I ai APPROVALS: ZONING: !1// 1� U UTIL: FD: Contractor/Agent is Produced ID ENG: Personally Known to Me or BLDG: Special Conditions: Rev 07.07 Q�� I SINGLE f -A IVIZ Y RESIDENTIAL ADDITION FOR. EDWARD GORDON, 800 M ELON VI LLE AVE SAN EOR D FLORIDA GENERAL CONDITIONS AND NOTES GENERAL CONSTRUCTION NOTES GENERAL 1. SCOPE OF WORK INCLUDES LOT CLEARING, SITE GRADING, UTILITIES AS REQUIRED. CONSTRUCT,. NEW HOUSE AS SHOWN ON THESE PLANS AND PURSUANT TO THE FLORIDA BUILDING CODE, 2004 ED. 2. UNLESS OTHERWISE NOTED, DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL. 3. UPON REVIEW AND APPORVAL BY THE BUILDING DEPARTMENT ISSUING BUILDING PERMITS, THESE PLANS SHOULD COMPLY WITH THE APPLICABLE MINIMIUM BUIDLING CODE REQUIREMENTS AND FIRE/SAFTY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 533 AND 633 FLORIDA STATUES. 4. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING THE WORK AND SHALL REPORT ALL DISPCREPANCIES BETWEEN THE DRAWINGS AND SITE CONDITIONS. 6. CONTRACTOR SHALL SUPPLY LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAP DEPRESSIONS AND PITCHES AS REQUIRED. 7• THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS AND WRITTEN CONSENT FROM THE ENGINEER. 8. MECHANICAL. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE H.V.A.C. SYSTEM. HEATING AND COOLING SHALL COMFORM TO THE "ASHRAE" GUIDE. 9, INSTALL INSULATION AT EXTERIOR WALLS AND CEILINGS TO MEET FLORIDA ENERGY CODE, WITH THE FOLLOWING GUIDELINES: ROOF @ VAULTED CEILING, BATT INSUL. R=19/30 FRAME WALLS R=11 CMU WALL R=4.2 10. THE ABOVE VALUES ARE A MINIMUM AND SHALL BE VERIFIED BY H.V.A.C. CONTRACTOR. 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS, TO ALLOW FOR AIR FLOW. '# 12. NEW BATHROOM SHALL BE VENTED TO THE OUTSIDE WITH AN EXHAUST FAN CAPABLE OF OF PRODUCING A MIN. OF 4 AIR EXCHANGES PER HOUR. RANGE HOODS ARE NOT REQUIRED T' 0 . YO BE VENTED TO THE OUTSIDE. 13. CONNECT ALL SMOKE DETECTORS (SEE FLOOR PLAN FOR LOCATION) TO HOUSE ELECTRICAL SYSTEM AND INTERCONNECT EACH ONE, SO THAT ALL• WILL SOUND WHEN ONE IS ACTIVATED. 14, INTERIOR FINISHES, CASEWORK, KITCHEN APPLIANCES, DOOR HARDWARE, PLUMBING FIXTURES u, ARE TO BE SELECTED BY THE OWNER. 15. TRUSS MANUFACTURER SHALL PROVIDE TRUSS LAYOUTS, PROFILES AND CALCULATIONS AS REQUIRED BY THE BUILDING DEPARTMENT, THE TRUSS PACKAGE SHALL BE PROVIDED TO THE STRUCTURl L ENGINEER FOR HIS REVIEW. THE ENGINEER RELIE ON THE TRUSS PACKAGE FOR UPLIFT ;AND GR AVITY LOAD ANALYSIS FORTHE ROOF AND FLOOR (IF APPLICABLE,) SYSTEMS. THE STRUCTURAL AND TUSS DRAWINGS SHALL PREVAIL OVER THE FLOOR PLANS IF/WHEN A CONFLICT OCCURS. EARTHWORK & FOUNDATION 1. SUBSURFACE INVESTIGATION R WAS NOT PERFORMED ANDGEO GEOTECHNICAL TE HNICAL ENGINEERING REPORT WAS NOT AVAILABLE FOR FOUNDATION DESIGN OF THIS PROJECT, IF CONTRACTOR & OWNER DEEM IT NECESSARY TO HAVE THE SOIL TESTED, THE CONTRACTORS SHALL HELP THE OWNER ACQUIRE THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER TO PERFORM SUBSURFACE SOILS INVESTIGATIONS AND PROVIDE RECOMMENDATIONS FOR FOUNDATION DESIGN (INCLUDING SOIL BEARING DESIGN PRESSURE, COMPACTING CRITERIA, AND PERFORM SOIL TESTING WITH REGARD TO MUCK OR ORGANIC STRATA. DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL EARTHWORK OPERATIONS IN STRICT ACCORDANCE WITH THIS REPORT. IF FOUNDATION RECOMMENDATIONS AND ALLOWABLE SOIL CAPACITY DIFFER FROM THE DESIGN ASSUMPTION OF 2000 PSF, THEN MODIFICATIONS TO THE DRAWINGS WILL BE REQUIRED. SHOULD THIS OCCUR, THE CONTRACTOR SHALL STOP CONSTRUCTION AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. t, 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE GOVERNMENTAL AGENCY HAVING JURISDICTION AND SHALL CONFORM TO ALL SAFETY AND SANITARY LAWS, CITY, COUNTY, STATE, AND/OR FEDERAL ORDINANCES WHICH APPLY. T CONCRETE SPECIFICATIONS 1. READY MIX CONCRETE: CONCRETE SHALL BE TRANSIT -MIXED CONCRETE BATCHED, MIXED AND SUPLLIED IN ACCORDANCE WITH ASTM C94. 2• CONCRETE SPECS: STANDARD WEIGHT CONCRETE: 2500 PSI STRENGTH AT 28 DAYS, 470 LBS. CEMENT PER CU. YARD, MINIMUM, WATER CEMENT RATIO TO BE 0.58 MAXIMUM. STANDARD WEIGHT CONCRETE FOR 2" PUMP MIX (IF REQUIRED): 2500 PSI STRENGTH AT 28 DAYS, 470 LBS. CEMENT PER C.Y. MINIMUM, W/C RATIO, 0.58 MAXIMUM, 900 LBS. MINIMUM OF 3/8" COARSE AGGREGATE. STANDARD WEIGHT CONCRETE FOR MASONRY FILL CELLS ONLY: 2500 PSI STRENGTH AT 28 DAYS WITH A COARSE AGGREGATE 3/8" MIN. W/C RATIO 0.65 MAXIMUM. NOTE: THIS CLASS OF CONCRETE NOT TO BE USED FOR COLUMNS OR TIE BEAMS. TEST IN ACCORDANCE WITH ASTM C 1019 3• AIR ENTRAINMENT: 2% TO 4% ALL CONCRETE REINFORCING STEEL SPECIFICATIONS 1 ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM SCALE AND OIL AND SHALL MEET ASTM A-615. REINFORCING FOR FOOTINGS SHALL BE SUPPORTED ON PRECAST CONCRETE BLOCKS OR METAL CHAIRS. . TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY ` STRINGERS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL HAVE A 25" MIN: LAP SLICE. MINIMUM CLEARANCES UNLESS SHOWN OTHERWISE ARE AS FOLLOWS: FOOTINGS: TOP: 2" CLEAR TO SURFACE EXPOSED TO AIR BOTTOM AND UNFORMED EDGES: 1 1/2" CLEAR TO SURFACES EXPOSED TO EARTH BEAMS, COLUMNS, AND WALLS: 1 1/2 CLEAR TO TIES REINFORCING. SLAB: TOP AND BOTTOM REINFORCING: 3/4 " CLEAR. G PeAll�: hr6 �lr/�.rc� `�1ufT /Jibe/, iJ E" INDEX OF SHEETS zj1w4e4jS q- Doa/ts ,�„uww �'60 `''�wvg_� 1 COVER. SHEET & CONSTR. NOTES ac�r rr�- � �1�.�,�o,J J�-1X4WfeA. 2 SITE PLAN ,93 3 FLOOR AND ELECTRICAL PLAN 4 DETAILS AND NOTES ��✓�'" 5 ELVATIONS � 2. REINFORCING ACCESSORIES: CONSTRUCTION TYPE ALL ACCESSORIES SHALL HAVE UPLUMED LEGS AND BE STAINLESS STEEL, PLASTIC DIPPED, -OR NO. OF STORIES GALVANIZED AFTER FABRICATION. INDIVIDUAL HIGH CHARTS SHALL BE PROVIDED UNDER_ THE REBAR, FIRE PROTECTION PROVIDED SHALL BE OF PROPER HEIGHT FOR THICKNESS, AND SHALL NOT BE OVER 4'-0' O.C. MAXIMUM, UNLESS SMOKE DETECTION SYSTEMS OTHERIWISE INDICATED. SUPPORT BARS SHALL NOT EXTEND OVER 1'-0' BEYOND OUTER CHAIRS. EMERGENCY LIGHTING & EXIT SIGNS SUPPORT BARS SHALL BE NO. 5 CONTINUOUS, 4'-0" O.C. MAXIMUM, UNLESS OTHERWISE INDICATED. WIND SPEED EMBEDMETNS, SLEEVES, AND OPENINGS: WIND IMPORTANCE FACTOR IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE LOCATION AND INSTALLATION OF EXPOSURE CATEGORY ANCHORAGE DEVICES CAST INTO THE STRUCTURAL POUR FOR THE SUPPORT OF MATERIAL AND EQUIPMENT WIND BORNE DEBRIS REGION THAT IS INSTALLED AND FURNISHED BY VARIOUS TRADES. ALL EMBEDDED CONDUIT SHALL NOT BE HI VELOCITY HURRICANE ZONE LIGHTER THAN STANDARD SCHEDULE 40 STEEL PIPE AND SHALL BE SPACED NOT LESS THAN 4 BUILDING CODES IN EFFECT: DIA. O.C. AND .OUTSIDE DIAMETER SHALL NOT EXCEED 1/3 THE SLAB THICKNESS. ALUMINUM PIPE OR 2004 FLORIDA BUILDING CODE CONDUIT SHALL NOT BE EMBEDDED IN CONCRETE. ALL PENETRATIONS THROUGH BEAMS AND SLABS FLORIDA BUILDING CODE RESIDENTIAL 2004 MUST BE SLEEVED, CORE DRILLING IS TO BE AVOIDED. FLORIDA FIRE PREVENTION CODE SLEEVES OR CONDUIT NOT SHOWN ON THE STRUCTURAL DRAWINGS AND LARGER THAN 1 .1/2" O.D. SHALL J p U RECEIVE WRITTEN APPROVAL PRIOR TO PLACEMENT. SLEEVES SHALL BE LOCATED A MINIMUM, OF 12" FROM THE FACE OF ANY COLUMN. SLEEVES SHALL BE SPACED A MINUMIN 'OF 3 DIAMETERS O.C. PITCH CONCRETE SLABS WHERE REQUIRED FOR DRAINAGE. CONCRETE SHALL NOT BE LESS THAN THE MINIMUM SLAB THICKNESS SHOWN. ALL ANCHORS, INSERTS, AND PLATE EMBEDS FOR THE SUPPORT OF STEEL SHALL BE PLACED IN ACCORDANCE WITH APPROVED SHOP DRAWINGS IN CONJUNCTION WITH THESE DRAWINGS. ,. MASONRY 1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530. 1-99"SPOECIFICATIONS FOR MASONRY STRUCTURE", UNLESS MORE STRINGENT REQUIREMEMTNS ARE SPECIFIED. FILL ALL CELLS WITH GROUT CONTAINING REINFORCING STEEL, ANCHOR BOLTS, WEDGE ANCHORS OR OTHER FASTENERS AS SHOWN. HOLD ALL REINFORCING IN PROPER POSITION WITH THE CELL PRIOR AND DURING GROUTING, PROVIDE 8" DEEP PRECAST CONCRETE OR MASONRY "U" LINTALS OVER ALL MASONRY WALL OPENINGS AS INDICATED ON THE DRAWINGS. REINFORCE LINTEL WITH 1-#5 AND FILL SOLID WITH CONCRETE UNLESS OTHERWISE INDICATED. CUT OUT BOTTOM _ OF LINTEL AT THE BEARINGS. MINIMUM END BEARINGS SHALL BE 4" FOR FILLED LINTELS, AND 6 1/2"' FOR UNFILLED LINTELS, UNLESS OTHERISE INDICATED. ALL BRICK SHELVE ANGLES SHALL BE HOT,`DIPPED GALVANIZED MIN,UMUM ANGLE 4X4X 3/8 UNLESS OTHERWISE INDICATED. ADJUST HORIZONTAL LEG SIZE AS RQUIRED TO BE WITHIN 1/2" OF BRICK FACE. 2. BRICK VENEER TIES SHALL BE SUPPLIED ® 16"O.C. BOTH WAYS ACCORDING TO FLORIDA BUILDING CODE 2004, SECTION 703 FOR WALL TIE INFORMATION. WOOD FRAMING SPECIFICATIONS 1. ALL BEAMS, COLUMNS, AND RAFTERS, SHALL BE SOUTHERN YELLOW PINE NO. 2 GRADE OR BETTER. 2• JOIST, STUDS, PLATES, ETC UNO SHALL BE NO. 2 SPRUCE, PINE OR FIR. 3. SIMPSON HARDWARE GENERAL NOTES: A. SEE "INSTRUCTIONS TO THE INSTALLER" IN SIMPSON STRONG -TIE WOOD CONSTRUCTION CONNECTORS 2004 MANUAL( CATALOG C-2001). INSTALLERS ALSO NEED TO READ ALL PAGES OF GENERAL NOTES. B. NAIL CONNECTOR TO WOOD MEMBERS AS INDICATED IN THE SIMPSON MANUAL. C. WHEN EMBEDDED STRAP IS MORE THAN 1-1/2" FROM TRUSS BEARING, SIMPSON MTSM-20 MAY BE TAPCONED TO BOND BEAM, USE (4) MIN. 2 1/4X1/4" DIA. TAPCONS EA. STRAP. USE 7-10D NAILS AT EACH TRUSS. THIS IS GOOD FOR UP TO 1,000 POUNDS OF UPLIFT (2) MTSM 20" CAN BE USED TO TO HOLDDOWN A MAX. UPLIFT OF 2000 POUNDS. WHEN EMBEDDED STRAP IS MORE THAN 1/4" FROM BUT LESS THAN 1.5" TO THE BEARING MEMBER, THEN SHIM TO FILL THE GAP AS NAILER. SHIM SHALL EXTEND FULL HEIGHT AS NEEDED. D. CONTRACTOR MAY SUBSTITUTE CONNECTORS OF EQUAL QUALITY PERFORMANCE AND MATERIAL SPCIFICATIONS AS SIMPSON. FOUNDATION CONSTRUCITON 1. FOOTINGS SHALL BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND 'STEPPED' AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL GRADE. 2. FILL MATERIAL SHALL BE FREE OF VEGETATION AND ORGANIC MATERIAL. 3. THE BOTTOM OF THE FOUNDATION SHALL EXTEND NO LESS THAN 12" BELOW FINISH GRADE, BUT IN ALL CASES SHALL EXTEND TO NATURAL SOLID VIRGIN GROUND OR COMPACTED FILL. 4, PROVIDE A MINIMUM OF 8" ABOVE FINISHED GRADE TO THE BOTTOM EDGE OF SIDI;gG. AT THE FOOTER. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR PROPER DRAINAGE. 5. CONCRETE STRENGTH SHALL MEET OR EXCEED THE FOLLOWING COMPRESSIVE STRENGTHS AT 28 DAYS CURE. --FOUNDATIONS/FOOTINGS NOT EXPOSED 2500 PSI TO WEATHER --INTERIOR SLABS ON GRADE 2500 PSI --FOUNDATIONS EXPOSED 2500 PSI TO THE WEATHER --EXTERIOR SLABS & STEPS 2500 PSI EXPOSED TO WEATHER 6. CONCRETE FLOOR SLABS SHALT_ BE CONSTRUCTED WITH NO INTERVENING OF SPACE BEWTEEN .THE FLOOR SLAB & BUILDING WALLS. ALL OPENINGS IN THE FLOOR SLAB SHALL BE PROPERTY PROTECTED AGAINST THE PASSAGE OF TERMITES AND RODENTS. 7. CONCRETE DRIVEWAY TO HAVE CONTROL JOINTS. 8. CONCRETE SIDEWALKS TO HAVE 3/4 INCH TOOLED JOINTS AT 5'-0" O.C. 9. REINFORCING STEEL TO BE MINIMUM A-615 GRADE 40, AND WELDED WIRE FABRIC (WWF) TO BE 6-6X10-10. U.N.O. 10. PROVIDE 6 MIL MIN. POLYETHYLENE VAPOR BARRIER LAPPED NOT LESS THAN 12" AND TAPED UNDER ALL 11. PROVIDE TERMITE TREATMENT AT AREAS OF NEW CONCRETE SLAB AND FOUNDATIONS. CONCRETE SLABS UNDER ROOF. 12. REINFORCE FOOTINGS W/ #5 BARS AS INDICATED. ALL BARS SHALL BE STANDARD AND CONFORM TO ASTM DESIGNATION A305. 13. FIBER MESH CONCRETE REINFORCEMENT AS MAY BE USED IN LIEU OF 6X6 -10X10 WWF IF THE MIXTURE IS CERTIFIED BY THE SUPPLIER TO BE AN ACCEPTABLE EQUIVALENT. MON OFFICE TERMITE PROTECTION 1. PER 2004 FLORIDA BUILDING CODE (FBC), BUILDING COMPONENTS AND ITS ;SURROUNDINGS REQUIRED TO BE PROTECTED FROM TERMITE DAMAGE IN, ACCORDANCE WITH 1503.4.4, 1804.6.2.7, 1916.7.5, 2303, 2304 OR 2603.3, SPECIFICALLY REQUIRED TO BE INSPECTED FOR TERMITES IN ACCORDANCE WITH 2116, OR REQUIRED TO HAVE CHEMICAL SOIL TREATMENT IN ACCORDANCE WITH 1816 SHALL NOT BE COVERED OR CONCEALED UNTIL THE RELEASE FROM THE BUILDING OFFICIAL HAS BEEN RECEIVED. 2. TERMITE PROTECTION SHALL. BE PROVIDED BY REGISTERED TERMITICIDES OR `OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, PER SECTION 1816. 3. ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LISTED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPT, OF AGRICULTURE AND CONSUMER SERVICES." 4. CERTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF TERMITES. AWEATHER RESISTANT JOB SITE POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A COPY FOR THE PERSON TO WHOM THE PERMIT IS ISSUED AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED, IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT, SITE LOCATION, AREA TREATED, . CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A VERIFIABLE RECORD OF PROTECTIVE _TREATMENT. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 5. NOTICE OF TERMITE PROTECTION. CONTRACTOR TO PROVIDE RECEIPT OF TERMITE TREATMENT UNDER NEW SLAB. 6. NO WOOD, VEGETATION, STUMPS, DEAD ROOTS, CARDBOARD, TRASH 'OR OTHER CELLULOSE -CONTAINING MATERIAL SHALL BE BURIED ON THE BUILDING LOT WITHIN 15 FEET OF ANY BUILDING OR THE POSITION OF ANY BUILDING PROPOSED TO BE BUILT. 7. AFTER COMPLETION OF FOUNDATION WORK, LOOSE WOOD AND DEBRIS SHAil BE COMPLETELY REMOVED FROM UNDER THE BUILDING AND WITHIN 1 (ONE) FOOT THEREOF. ALL WOOD FORMS AND SUPPORTS .SHALL BE COMPLETELY REMOVED THIS HI INCLUDES, ES, BUT IS NOT LIMITED TO: WOODEN GRADE STAKES, FORMS, CONTRACTION SPACERS, TUB TRAP BOXES, PLUMBING SUPPORTS, BRACING'„SHORING, FORMS OR OTHER CELLULOSE -CONTAINING MATERIAL PLACED IN ANY LOCATION WHERE SUCH :MATERIALS ARE NOT CLEARLY VISIBLE AND READILY REMOVABLE PRIOR TO COMPLETION OF THE WORK. WOOD SHALL NOT BE STORED IN CONTACT WITH THE GROUND UNDER ANY BUILDING, EXCEPT THAT MATERIALS WHICH ARE OF NATURALLY DURABLE WOOD OR ARE PRESSURE TREATED FOR GROUND CONTACT, AND WHICH ARE INSTALLED WITH AT LEAST SIX .INCHES CLEAR SPACE FROM THE STRUCTURE TO ALLOW FOR INSPECTION AND TREATMENT FOR TERMITES. 8. IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, CLEARANCEBETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING SMALL' NOT BE LESS THAN 6", EXCEPT AS FOLLOWS: (a) PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE MASONRY FOUNDATION SIDEWALL (b) ACCESS OR VEHICLE RAMPS WHICH RISE TO THE INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMPS ONLY, (c) A 4" INSPECTION SPACE ABOVE PATIO AND GARAGE SLABS AND ENTRY AREAS (d) IF PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR FINISH FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY, (e) MASONRY VENEERS. 9. PRESERVATIVE TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL SUPPORTS OF BUILDINGS, BALCONIES, PORCHES, OR SIMILAR PERMANENT BUILDING APPURTENANCES WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF EAVE OR OVERHANG TO PREVENT MOISTURE ACCUMULATION ON THE SURFACE OR AT JOINTS BETWEEN MEMBERS. INCLUDED ARE GIRDERS, JOISTS, DECKING AND VERTICAL MEMBERS SUCH AS POSTS, POLES AND COLUMNS. 10. ALL POSTS, POLES AND COLUMNS SUPPORTING PERMANENT STRUCTURES AND EMBEDDED IN CONCRETE WHICH IS IN CONTACT WITH THE GROUND SHALL BE APPROVED PRESERVATIVE TREATED WOOD SUITABLE OR APPROVED FOR GROUND CONTACT USE, OR SHALL BE APPROVED NATURALLY .DURABLE WOOD. 11. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED" DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE SHALL BE APPROVED NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 12. AT MASONRY CONSTRUCTION: CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN BRICK, STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE CLEANED OF ALL NON -PRESERVATIVE TREATED OR NON -NATURALLY DURABLE WOOD, OR OTHER CELLULOSE CONTAINING MATERAL PRIOR TO CONCRETE PLACEMENT. 13. CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST ONE FOOT AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR SPLASH BLOCKS. IRRIGATION/SPRINKLER SYSTEMS AND RISERS FOR SPRAY- HEADS SHALL NOT BE INSTALLED WITHIN ONE FOOT OF THE BUILDING SIDEWALL BUILDING CODE DATA OCCUPANCY TYPE R -SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE V1 NO. OF STORIES 1 FIRE PROTECTION PROVIDED NO SMOKE DETECTION SYSTEMS NO EMERGENCY LIGHTING & EXIT SIGNS NO WIND SPEED 120 MPH WIND IMPORTANCE FACTOR 1.0 EXPOSURE CATEGORY B WIND BORNE DEBRIS REGION NO HI VELOCITY HURRICANE ZONE NO BUILDING CODES IN EFFECT: NATIONAL ELECTRIC CODE - 2004 FLORIDA BUILDING CODE NFPA 70-2004 FLORIDA BUILDING CODE RESIDENTIAL 2004 APPLICABLE NFPA, STATE, FEDERAL FLORIDA FIRE PREVENTION CODE AND LOCAL CODES & ORDINANCES THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 MPH 3 SECOND GUST WIND LOAD REQUIREMENTS OF CHAPTER 3 OF THE FLORIDA BUILDING CODE AND FLORIDA BUILDING CODE RESIDENTIAL 2004. W s w T Ly F= W z J O z c � J �¢ z z 0 0 V) U W U � W z vai � o _ z �a _ z W _O n ~ X O W z 0 W U � z zo zV) �w 0 0 W Z � 0 0 o } Z z Qo � c �Q �> r >- zz Q¢ 0 0 W Z Z� �n �z W Q co LI o� �F: �o W Z T W W � N Z) �s zW or OW <m W s ',j N fN o0 -z 00 Z W zT Q� r 0 ¢z zo z z C U T p V Z O N z W O _V) O J CD W CD 00 �W � W z J W fn < O cn z CS �. V W W �m 00 z a¢ a W �w (n J z J J N _J J � T� r- v Q z� z c o W U 0 z Q L 0 �Z W Q �L v W z Q o J o U)W T L z W T W ED _j J n Q V �r WW Zo J o > Z O z no 'T 0 0 F T V z O <V) z z W z 50 D s Uz U Q V) z V)¢ J In r z W O w W z mQ W 2 Q U W ,y U W u VO W ZU lla� :2_ W n o WW O U w J >> / U J U < Q T CLV) w z (_5o v N\ 15z vio m W 01-23-2008 U a, CV �oowN U O Z � CD C.3 o w ¢ O Ur ^ Z CV Z - W Lj Z MLo W -j SHEET LUZ Z OhocD Z N C'1 m �W Z rQ� p ��¢ vii W W in ¢ W x ^wN c-_� wZ'�`� x3oZ p O ww¢ v Z p 0 ¢ o N O m C� mZ � J p U ;E-I'7 lL m NJ ) L fZ LtW 01-23-2008 REVISION REVISION DATE 0 FILE / 07-0559 O W SHEET A-1/5 Q W O v NJ ) L fZ DATE 01-23-2008 REVISION REVISION DATE FILE / 07-0559 .A5 SCALE N oted SHEET A-1/5 CHAPTER 3, FBC 2004 BASIC WIND SPEED 120 M.P.H (3 SECOND GUST) 1.0 WIND SPEED IMPORTANCE FACTOR BUILDING CATEGORY 2 WIND EXPOSURE B INTERNAL PRESSURE COEF. 0.18 DESIGN WIND PRESSURE 30.5 P.S.F V) z ¢ J 2 W U) W N z 0 5 DESCIPTION: LOT 8, LONG'S 2ndADDITION AS RECORDED IN PLAT BOOK 4 PAGE 3 OF N THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA w _ J N u u r=- n 0 T n Z 0 z 0 0 0 z ¢ z 0 �z z 0 0 L J z u c m z I 0 v w U 0 z a W O H 0 W Ld W o a LLJ} W 0 0 0 H a z 0 V) z } z ¢ 0 z TpxmT )LR DATE 01-23-2008 REVISION REVISION DATE FILE t 07-0559 SCAM As N otc� SHEET A-2/5 Of W � z U < Q CX'- U O C>w N Z d o LpC U 0 QcnO CL W I W Z ooh z0 ON wam uw W� N ¢ P Z D Z x n w O N O m a- 3 w z N O UO2 M Z w cn w = a O J m 0- m¢ JO D Q 13 C) Z Qp_� O m c2)LLJ p U M TpxmT )LR DATE 01-23-2008 REVISION REVISION DATE FILE t 07-0559 SCAM As N otc� SHEET A-2/5 C z CD CL w j . T V) O U Z TpxmT )LR DATE 01-23-2008 REVISION REVISION DATE FILE t 07-0559 SCAM As N otc� SHEET A-2/5 DOOR SCHEDULE DOOR SWING SIZE LOCATION WIND LOADS NOTES 1 9'-0"x7'-0" GARAGE 22.0 —26.9 OVERHEAD DOOR 2 LH 2'8X6'8 GARAGE 24.7 -26.9 -EXTERIOR ELECTRICAL LEGEND: WINDOW EXHAUST FAN EXIT EXIT LIGHT -0- EXHAUST FAN w/ LIGHT - SURFACE MTD. INCANDESCE. WIND AREA 110V OUTLET} Z I v SURFACE MTD. INCANDESCE. ' Z o (ft WITH PULL CHAIN. C.7 p - OOF= GROUND FAULT 4 SURFACE MTD. LOW VOLTAGE � WATER PROOF Lv C= w w = n B 4 i�� INCANDESCE. DROP PENDENT. 24.7 SPECIALTY/ HARD WIRED CDU C 4 4 50.0 23.2 — 25.4 110V FLOOR/SOFFIT OUTLET D WALL SCONCE INCANDESCE. > 220V OUTLET �- DIRECTIONAL INCANDESCE. D TELEPHONE JACK 1 12 RECESSED INCANDESCE. i 0.0 SWITCH —34.7 0Z �D DIMMER SWITCH Lv RECESSED LOW VOLTAGE. �3 3—WAY SWITCH LV DIRECTIONAL LOW VOLTAGE. 5 TELEVISION CABLE 50.0 .23.2 —29.3 o H CHANDELIER sD SMOKE DETECTOR O --26..9 GARAGE DOOR OPENER .NT INTERCOM 0 INCANDESCENT STRIP O ALARM SENSOR ® FLUORESCENT STRIP p ALARM KEY PAD Q� FLOOD LAMPS [� PUSH BUTTON �OO DOOR BELL CHIME. � O CEILING .PADDLE. FAN sD SMOKE DETECTOR O O AFCI ARC FAULT PADDLE FAN W/ LIGHT CIRCUIT INTERRUPTER OOCEILING THERMOSTAT CIRCULAR FLUORESCENT m ELECTRIC PANEL DOOR SCHEDULE DOOR SWING SIZE LOCATION WIND LOADS NOTES 1 9'-0"x7'-0" GARAGE 22.0 —26.9 OVERHEAD DOOR 2 LH 2'8X6'8 GARAGE 24.7 -26.9 -EXTERIOR W W I ffirey trger i i g, Selvlce8s Inc. Since 198 r i w WINDOW z EFFECTIVE BASIC WIND SPEED V Z d _ oS O w DOOR ZONE WIND AREA (MPH = 3 SECOND GUST) Z I v Z W d J Z o (ft 120 MPH C.7 p - OOF= A 4 4 10.0 25.9 —28.1 C= w w = n B 4 4 20.0 24.7 - 26.9 CDU C 4 4 50.0 23.2 — 25.4 D 4 4 100.0 22.0 E 5 5 i 0.0 25.9 —34.7 0Z F 5 5 20.0 24.7 z o G 5 5 50.0 .23.2 —29.3 o H 5 5 100.0 22.0 --26..9 W W I ffirey trger i i g, Selvlce8s Inc. Since 198 r i o 0 z r - o it V) 3 Y a z W o Co W O F- - ro ,j z _ W m W F- D, V, a O K z W 0 LLJ i U W } O W U) Z < W a W Vi 00 z cC a O m cc O Z W Z a F- r o z z z o W z .Do Q U U z � a (D o z 1 V) O Z U W W o m o c 0 W O W C[ z In m O w v� a o LL n V) V1 z W f 1 _U (Y -\7J L W ZL m _ o Z Z z a a vi } W w CL > V) J zJ a a J 2 2 V) W Cf) V) o a vja� z z 'O U W 0 J O U Z 0 2z WQ o� �T z - Co V W W N H W W z u SW UU O m c = r J V 2 a (D = V) iT V. LLJ o> o 0 z o a z V)(D _� tQ r o 30 a V) J z Z '-' o 0 } Uz U a _z cna W � � z LL) O CnU) W z L�W mCl U LL LL 0 K u ~^ w V z L0 Ivo N Z d _ oS O w LLoOcOfl U <FN -O C� nZN Z iz U Z I v Z W d J Z o Z oo cn CDi-n O U -i m w C.7 p - OOF= O = J Cl. LLJ V) w Lo N ¢ a z o Z X� W 6E LLJ O N O :-R: L'i Z vj 5 ;s m F-) J J z 0� O. C= w w = n Li D ¢ m D D Z O O ¢ N O Q m D Co CDU F 0 o 0 z r - o it V) 3 Y a z W o Co W O F- - ro ,j z _ W m W F- D, V, a O K z W 0 LLJ i U W } O W U) Z < W a W Vi 00 z cC a O m cc O Z W Z a F- r o z z z o W z .Do Q U U z � a (D o z 1 V) O Z U W W o m o c 0 W O W C[ z In m O w v� a o LL n V) V1 z W f 1 _U (Y -\7J L W ZL m _ o Z Z z a a vi } W w CL > V) J zJ a a J 2 2 V) W Cf) V) o a vja� z z 'O U W 0 J O U Z 0 2z WQ o� �T z - Co V W W N H W W z u SW UU O m c = r J V 2 a (D = V) iT V. LLJ o> o 0 z o a z V)(D _� tQ r o 30 a V) J z Z '-' o 0 } Uz U a _z cna W � � z LL) O CnU) W z L�W mCl U LL LL 0 K u ~^ U u V CL 01-23-2008 C V • v v REVISION DATE W W � U U FILE zClf° 2 W U u DATE - - CL 01-23-2008 z,u REVISION NC� REVISION DATE W W � U FILE zClf° 07-0559 W a SCALE Q As Noted � T SHEET �V� z uio 10/10 W.W.M. (EDGE) USE 5d NAILS @ 7" 0/C ® © © 0w m © m JP • 4. ROOF NAIL PATTERN: __r-4 10 ZONE 1 USE 8d COMMON NAILS PIPE SLEEVE ZONE 2 - USED 8d COMMON NAILS m m m CHAIR BLOCK 3 ZONE 3 - USE 8d COMMON NAILS 5' FOOTER 5. 5/8" GYPSUM CEILING: USE 5d NAILS © 7" 0/C EXISTING ROOF SYSTEM ---PENETRATING o PIPE BOTTOM PLATE PIPE THRU 1 5 25 LAP 1 #5 VERT. REINF. ADD O # FOOTER . PIPE SLEEVE C.M.U. �\ PIPE THRU \\ PIPE THRU MONO FTG. DETAIL BLOCK o �\ 5S AS SHOWN FILL CELLS SOLID P. T. END STUD PIPE THRU STEM WALL DETAIL 1/2 ANCHOR BOLT 0 48" O/C (VERT.) EXISTING CEILING o OR 1/2'X7" RED HEADS MAY BE USED. 8" CONC. BLOCK FRAME TO. BLOCK CONNECTION EXISTING BEAM © BEARING & EXTERIOR WALLS MINIMUM WALL AND HEADER STUD REQUIREMENTS FOR STRUCTURAL HEADERS HEADER SIZE: x 0.0 > 6.00' STRUCTURAL NOTES: 12.00' > 18.00' LOCATIONS NUMBER OF STUDS REQUIRED HEADER STUDS AT EACH END OF THE HEADER 1 ALL HURRICANE HOLD-DOWNS FOR WOOD TO NOTES: FULL" LENGTH STUDS AT EACH END OF THE HEADER 1 1. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN "ENCLOSED" STRUCTUreE- WOOD ARE SIMPSON MTS -12 UNLESS 1. 2 - 2„ X 4" 4'-7„ ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS," GARAGE DOORS, ETC:, 4'-3" TRUSSES, GIRDERS, AND BEAMS TO BE SIZED 4'-{ 4'-8„ ,-6" DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. OTHERWISE NOTED. PER MANUFACTUFER. � 4 ; 2 - 2" X 6" 2. ALL DOOR AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 6'-4" Root EDGE 6'-1 1 " 6'-7" 3. ALL SHEAR WALLS MUST TRANSFER LOADS TO TRUSSES AND OR FLOOR JOISTS. � 7'- 7" 2. HEADER STUD REQUIREMENT: 0 1 HEADER STUDS SIDE 1'=6" TO 6'-0" ,[ -� , 4 7'-0" SPRUCE FIR, 24" 0/C 4. DIAPHRAGM SYSTEMS MUST BE ATTACHED TO END WALLS AND/OR SIDE WALLS. WOOD FOR STRUCTURAL CONDITIONS TO BE -EACH 2 HEADER STUDS ((EACH SIDE) 6' 0",TO 12'!0" , ® OO / 7'-7" 8'-6" 8'-2" '-1 1 " 2 HEADER STUDS (EACH SIDE) 12'-0" TO 18'-0" 8'-7" 8'-4" 5. TRUSSES MUST BE CAPABLE OR TRANSFERRING LATERAL LOADS TO BEARING WALLS. - GROUP II SPECIES OR MINIMUM fb >1300 P.S.I. 9'-10" 9'-6" 9'-3" 6. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED PER TRUSS MANUFACTURES. 9'-8" 4 3. BEARING WALL NAIL PATTERN RIDGE � 1. PLYWOOD: (FIELD) USE 10d NAILS ® 12 0/C D 10'-4" 10'-0" (EDGE) USE 10d NAILS © 6" 0/C 0 17'-0" ' 1 1'-4" 4,� CONC. W/ 6X6 2. GYPSUM: (FIELD) USE 5d NAILS ® 10" 0/C 10/10 W.W.M. (EDGE) USE 5d NAILS @ 7" 0/C ® © © 0w m © m JP • 4. ROOF NAIL PATTERN: __r-4 10 ZONE 1 USE 8d COMMON NAILS PIPE SLEEVE ZONE 2 - USED 8d COMMON NAILS m m m CHAIR BLOCK 3 ZONE 3 - USE 8d COMMON NAILS 5' FOOTER 5. 5/8" GYPSUM CEILING: USE 5d NAILS © 7" 0/C EXISTING ROOF SYSTEM ---PENETRATING o PIPE BOTTOM PLATE PIPE THRU 1 5 25 LAP 1 #5 VERT. REINF. ADD O # FOOTER . PIPE SLEEVE C.M.U. �\ PIPE THRU \\ PIPE THRU MONO FTG. DETAIL BLOCK o �\ 5S AS SHOWN FILL CELLS SOLID P. T. END STUD PIPE THRU STEM WALL DETAIL 1/2 ANCHOR BOLT 0 48" O/C (VERT.) EXISTING CEILING o OR 1/2'X7" RED HEADS MAY BE USED. 8" CONC. BLOCK FRAME TO. BLOCK CONNECTION EXISTING BEAM © BEARING & EXTERIOR WALLS MINIMUM WALL AND HEADER STUD REQUIREMENTS FOR STRUCTURAL HEADERS HEADER SIZE: HEADER SPAN LENGTH (FT.) 0.0 > 6.00' 6.00' > 12.00' 12.00' > 18.00' LOCATIONS NUMBER OF STUDS REQUIRED HEADER STUDS AT EACH END OF THE HEADER 1 2 3 FULL" LENGTH STUDS AT EACH END OF THE HEADER 1 2 2 SIMPSON CS16 NAILED8 CONC. BLOCK BLOCKING REQUIRED: PROVIDE BRACING IN THE FIRST TWO FRAMING SPACES AT EACH END OF FLOOR SYSTEM, xx - STUDS AND SIMPSON S�P2, NAIL 26 SCI TO CONC. FOOTING SPACED 4 FEETnON CENTER MAXIMUM. BRACING MEMBERS SHALL BE FULL DEPTH OF JOIST OR TRUSS. NO 1 � :... OTHER BLOCKING IS REQUIRED, 6-10dX1 / TO STUDS BEAM © 32 O.0 FTG. W/ (2) #5 FASTENING: FASTEN FLOOR SHEATHING PANELS TO FRAMING AND BLOCKING WITH 10d COMMON OR 10d HOT 2x 4" STUDS @ 16 2 #5 BARS ABOVE � DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: . � 4" CONC.-- 1. 6 INCHES ON CENTER AT ALL PANEL -EDGE FRAMING. O.C. SYP GRADE # Z °° 2. 12 INCHES ON CENTER AT ALL INTERMEDIATE FRAMING. "=� �'� � PENETRATING. PIPE '- i `o PENETRATING PIPE #5 REBAR TYP. WALL STUD NOTES OVERHEAD DOOR T PIPE SLEEVE #5 BARS ABOVE PIPE SLEEVE 2 #5 BARS BELOW 1/2 GYPSUM. BOARD � L__HARDIE �➢PENETRATING PIPEMISPLACED DOWEL NOTE: GARAGE NAILED W/„5d COOLER BOARD SIDEING & BELOW PENETRATING PENETRATING PIPE 16 THIS NAILS � 7 O.0 PIPE ON CHAIRS LETTER IS TO DESCRIBE .ALTERNATIVES TO MITIGATE FOR CASTING REBAR .VERTICAL REINFORCING AT AN INCORRECT LOCATION. BENT BAR W/ 25 IF WALL HAS NOT BEEN BUILT, DRILL A 1 DIAMETER HOLE 5" DEEP INTO THE THICKENED 1/2"x8" ANCHOR BOLT W/ FTG. DETAIL OF PENETRATION PIPE LAP E.W. TYP of z " EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 30 LONG #5 REBAR INTO THE 2" WASHER @ 27" O.0 CORNER BAR DETAIL DRILLED HOLE. AS THE WALL IS BUILT, LAP REBAR A MINIMUM OF 19" AND BEND VERTICAL I BAR 90 DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. IF THE WALL HAS BEEN BUILT CORE THE WALL AT THE CORRECT LOCATION 6 SIMPSON SP1 NAIL A N 1 WIDE ANDA 6-10dX11/ TO STUDS HEADER DESIGN CHART R-HEIGHTS OF STUDS DEEP: FULL OPENING AT THE FLOOR, DRILL HOLE AND INSTALL 30" LONG REBAR AS DESCRIBED DOUGLAS FIR -LARCH, SOUTHERN PINE NO. 2, ROOF 2 LOAD 20 LL + 10 DL, FLOOR LOAD = 40 LL + 10 DL 2"x 4" BOTT. PLATE yx �Fb = 1200 E ` = 1, 600, 000 1 v = 90 � r EXISTING SLAB GRADE (APPORX) I 0 0 WALL SECTION SCALE: 3/4"=1 '-0" HEADER SUPPORTING: HEADER SIZE: NON. STRUCT. SHEATH. HOUSE DEPTH (FT.) 1/2" INSUL. BD. SHEATH. HOUSE DEPTH (FT.) 15/32" PLYWOOD SHEATH. HOUSE DEPTH (FT.) MAXIMUM HT. 2" X 24 28 32 24 28 32 24 28 32 ROOF 2 - 2„ X 4" 4'-7„ 4,_8„ 4'-3" 4'-1 1 " 4'-8„ ,-6" 5'-7" 5'-4„ 5'-1 4 ; 2 - 2" X 6" 6'-8" 6'-4" 5'-1 1 " 6'-1 1 " 6'-7" '-4" 7'- 7" 7'-3" 7'-0" SPRUCE FIR, 24" 0/C 2 - 2" X 8" 8'-3" 8'-0" 7'-7" 8'-6" 8'-2" '-1 1 " 8'-11 " 8'-7" 8'-4" 2 - 2" X 10" 9'-10" 9'-6" 9'-3" 10'-0" 9'-8" '-4" 10'-4" 10'-0" 9'-9" 17'-0" 2- 2" X 12 1 1'-4" 10'-1 1" 10'-7" 1 1'-3" ill -11) 0'-9" 1 1'-10" 1 1'-5" 1 1'-1 " ROOF + ONE 2 - 2" X 4" 5'-2" 4-11 " 4'-9" 5'-4" 5'-1'' '_ 10" 5'-8" 5'-5" 5'-2" STORY 2 - 2" X 6" 6'-9" 6'-5" 6'-0" 6'-1 1 " 6'-7" '-3" 7'-4" 7'-0" 6'-8" (NONBEARING) 2 - 2" X 8" 8'-0" 7'-5" 7,-0" 8'-1 " 7'-8" '-3" 8'-5" 8'-2" 7'-9" 2 - 2" X 10" 9'-3" 8'-9" 8'-3" 9'-4" 9'-0" '-5" 9'- 7" 9'-3" 8'-1 1 " 2 - 2" X 12" 10'-3" 101-111 9'-7" 10'-6" 10'-2" 9 '-9" 10'-10" 10'-5" 10'-1" ROOF + ONE 2 - 2" X 4" 4'-8" 4'-5" 4'-3" 4'-1 " 3,_9„ '_7" 4'_5" 4'-2" 4'-0" STORY 2 - 2" X 6" 5'-10" 5'-5" 5'-1 " 4'-10" 4'-5" -2" 5'-3" 4'-11 " 4'-7" (BEARING) 2 - 2" X 8" 6'-9" 6'-3" 5'-1 1 " 5'-7" 5'-2" '-10" 6'-0" 5'-7" 5'-3" 2 - 2" X 10" 8'-0" 7'-5" 6'-1 1 » 6'-6" 6'-0"'-8" 6'-1 1 " 6`-5" 6'-0" 2 - 2" X 12" 9,-3" 8'-7" 8'-1 " 7'-6" 7'-0" '-6" 7'-1 1 " 7'-4" 6'-1 1 •• ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE BEAM. FORM CORED WALL AND POUR SOLID WITH 3,000 PSI PUMP MIX CONCRETE USING AN 8" SLUMP, TO INCLUDE REPAIRS NECESSARY TO THE TIE BEAM. HOLD PLATES 1/2" OFF EXISTING RIDGE TO ALLOW FOR NEW SHEALTHING TO MATCH .EXISTING SHEALTHING !! II II II II II II II II II II II I! II Ii 2" X II 6", #2 SYP, II II II ` RAFTERS 2" X 8" PLATE W/ (4) 16d TO I II II II II II EACH IITRUSS BELOW I I o 11 11 !! m II II II II II oll II II II II 34 iilP kYPII SII II II II II II II "II II I II P. . TRUSS EAST. ROOF RAFTERS �I IFI II I ROOF -OVER FRAMING PLAN F o' LLJ SIZE -STUD MATERIAL & 0/C SPACING � O MAXIMUM HT. 2" X 4", SPRUCE FIR, 24" O/C ZZU 8'-0" 2" X 4", SPRUCE FIR, 16" 0/C 2X4 WIND BRACE 9'-0" 2" X 4", SPRUCE FIR, 12" 0/C Z Z cn n 10'-O" 2" X 4'; SOUTHERN PINE, 24" 0/C Z X 0 O <M 9'-0" 2" X 4 ; SOUTHERN PINE, 16" 0/C 1'7 10'-9" 2" X 4'; SOUTHERN PINE, 12" O/C 11'-4" 2" X 6'; SPRUCE FIR, 24" 0/C 12'-4" 2" X 6'; SPRUCE FIR, 16" 0/C 13'-9" 2" X 6 ; SPRUCE FIR, 12" 0/C 16'-0" 2" X 6 ; SOUTHERN PINE, 24" 0/C 13'-9" 2" X 6'; SOUTHERN PINE, 16" 0/C 17'-0" 2" X 6 ; SOUTHERN PINE, 12" O/C 19'-4" 2" X 8'; SPRUCE FIR, 24" 0/C 14'-9" 2" X 8'; SPRUCE FIR, 16" O/C 1 #5 REBAR 18'-0" 2" X 8'; SPRUCE FIR, 12" O/C 21)-0" 2" X 8, SOUTHERN PINE, 24" 0/C 18'-0" 2" X 8'; SOUTHERN PINE, 16" 0/C 22'-3" 2" X 8'; SOUTHERN PINE, 12" 0/C 25'-8" ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE BEAM. FORM CORED WALL AND POUR SOLID WITH 3,000 PSI PUMP MIX CONCRETE USING AN 8" SLUMP, TO INCLUDE REPAIRS NECESSARY TO THE TIE BEAM. HOLD PLATES 1/2" OFF EXISTING RIDGE TO ALLOW FOR NEW SHEALTHING TO MATCH .EXISTING SHEALTHING !! II II II II II II II II II II II I! II Ii 2" X II 6", #2 SYP, II II II ` RAFTERS 2" X 8" PLATE W/ (4) 16d TO I II II II II II EACH IITRUSS BELOW I I o 11 11 !! m II II II II II oll II II II II 34 iilP kYPII SII II II II II II II "II II I II P. . TRUSS EAST. ROOF RAFTERS �I IFI II I ROOF -OVER FRAMING PLAN F j NAI L G U N SCHEDULE ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN SIMPSON SP4 ® 32" D.C. AT EACH CHANGE IN DIRECTION NON -AIR ENTRAINED CONC. 0.67 0.46 FOR BOTTOM PLATE OR SIMPSON CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL SP1. 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES AIR ENTRAINED CONC. 0.54 0.46 SHALL PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS j SLUMP -SLAB ON GRADE = 5„ F TYPICAL FRAMING AND CONNECTIONS OTHER = 3'THAT BOTTOM MRUSSESSHAL B ROVIIDEDSTATE UPLIFT CONDITIONS CORD OF ROOF CHANGE IN HEIGHT OF FOOTER WATER-PORTABLEARE 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND FOR QR OPENINGS CHLORIDE -NONE I 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE SPECIES: (OR EQUIVALENT) REQUIREMENTS OF ASTM C 33 SOUTHERN PINE SURFACES DRY USED 0 19% MAX. M.C. GRADE NO. 2 'i LU � J o' LLJ W z ¢ d- � O OfU p O�cv co U O W 0 ZZU _W LLj r,3=1 2X4 WIND BRACE (J) 4Jw m w W i W N ¢ o u) Z (8:) m r-) CLW Z Z cn n J c _ M Q W = ��� a. Li W M d pJ L.� 0 U b Z X 0 O <M TIE LINTEL INTO FILLED CELLS TO F U 1'7 NAIL To RA( Z 3)16D PER ENS D SLAB PER PLANS WALLS PER PLANS 1 #5 REBAR 1 #5 REBAR 2x4 COLLAR TIE W/ 20" OVERLAP W/ 20" OVERLAP EVERY RAFTER SET (3)16D PER END 1 #5 REBAR I W/ 20OVERLAP I I 2X4 PLATE ATTACH TO TRUSSES BELOW W/ i 4" SLAB ON GRADE (3)16D PER TRUSS (1) #5 BAR CONT. IN I 35.0' POURED BRICK LINTEL t CONSTRUCTION NOTES 7 SIMPSON SP4 ®32" O.C. DOUBLE TOP PLATE FOUNDATIONS: FOR TOP PLATE OR SIMPSON _ c� GENERAL: SP2• ROOF FRAMING - 1, FOOTING DESIGN BASED ON MIN. ALLOWABLE SOIL BEARING 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF _ 1. LIVE LOAD - ROOF 20 PSF.-FLOORS 40 PSF. PRESSURE OF 2000 PSI THE SIZE AND TYPE RECOMMENDED BY THE MANUF. FOR EACH - DECKS 40 PSF,-STAIRS 40 PSF. 2. IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE THIS LETTER IS TO APPROVE THE USE OF THE FOLLOWING GUN NAILS w¢ _ DEAD LOAD -ROOF 15 PSF SHINGLE. -FLOORS 20 PSF. UNSUITABLE SOIL. THE ENGINEER SHALL FE NOTIFIED AND CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED, AND AS EQUIVALENT TO COMMON WIRE NAILS AS FOLLOWS: -DECKS 20 PSF,-STAIRS 20 PSF. 2. WIND SPEED - 120 MPH NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE j � � 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR HE4DER4" BRICK 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE AS OUTLINED IN THE GEOTECHNICAL REPORT 6. ALL BOLTS USED FOR WIND CONSTRUCTION SHALL BE A MINIMUM SPECIFIED SPACING ITW PASLODE PULL THRU SPACING STEM WALL FLORIDA RESIDENTIAL BUILDING CODE 2004 EDITION. 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE OF 1/2" DIAMETER (ASTM A-307) COMMON WIRE NAIL EDGE FIELD CATALOG # EDGE FIELD SIMPSON LSTA.9 AT EA. CRIPPLE sOrr. w 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE VERTICAL TO (2) TWO HORIZONTAL 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN 8d 6 " 12 097387, 0 97394 097397 5'° 10" OR LsrA15 WALL LENGTH N cn 2 PERMITTED. 5. PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVE DOWN 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF OR IF NOT SHOWN, COMPLY WITH THE RECOMMENDATIONS OF THE "MANUAL FOR HOUSE FRAMING" OF THE NATIONAL FOREST PRODUCTS I 4„ 12,> 3.5" 10" SIMPSON MSTA15 I _- w STEEL PIPE OF LARGER DIAMETER. DAMAGE TO THE STRUCTURE ASSOCIATION. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 3„ 12" 2.5" 10" HEADER STUDS < w >, CONCRETE: WOOD: 8. ANCHOR AND NAIL AS SHOWN, AND COMPLY WITH THE RECOMMENDED 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-99 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL NAILING SCHEDULE FROM THE F.B.C. 2004 ED. 8d 6" 12" 401838 5" 10.5" II w - =�j 2. MIS DESIGN CRITERIA: ALL CONC. TYPE 1 PORTLAND CEMEN A C BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE DESIGN CRITERIA: „ 4 12„ 3.5 „ 10.5 N CO ECT s REG? REo � S COMPRESSIVE STRENGTH ®28 DAYS SHALLLL 250 BE 2500 PSI FOR PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1. SECTION R301.2.1.1 - MINIMUM DESIGN LOADS FOR BUILDINGS ` 3 12 2.5 i 10.5 SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE U.O.N.) 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE AND OTHER STRUCTURES (ASCE-7). (1) #5 BARS IN FTG MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL . BE IN 3000 ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES j NAI L G U N SCHEDULE ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN SIMPSON SP4 ® 32" D.C. AT EACH CHANGE IN DIRECTION NON -AIR ENTRAINED CONC. 0.67 0.46 FOR BOTTOM PLATE OR SIMPSON CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL SP1. 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES AIR ENTRAINED CONC. 0.54 0.46 SHALL PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS j SLUMP -SLAB ON GRADE = 5„ F TYPICAL FRAMING AND CONNECTIONS OTHER = 3'THAT BOTTOM MRUSSESSHAL B ROVIIDEDSTATE UPLIFT CONDITIONS CORD OF ROOF CHANGE IN HEIGHT OF FOOTER WATER-PORTABLEARE 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND FOR QR OPENINGS CHLORIDE -NONE I 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE SPECIES: (OR EQUIVALENT) REQUIREMENTS OF ASTM C 33 SOUTHERN PINE SURFACES DRY USED 0 19% MAX. M.C. GRADE NO. 2 'i LU � J W �\ V X V U Iii. LL 0 1 o. � N U1 M O u 0 V VJ p O I M � j LL I j z • V1 � W u Z I- (3, Z O )LR DATE 01-23-2008 REVISION REVISION DATE FILE # 07-0559 As N otec SHEET A-4/5 o' LLJ W z ¢ d- � O OfU p O�cv co U O W 0 ZZU _W LLj r,3=1 Z m m Z ^oo O (J) 4Jw m w W Ln W r,3 Q N W N ¢ o u) Z (8:) m r-) CLW Z Z cn n J c _ M Q W = ��� a. 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LL 0 1 o. � N U1 M O u 0 V VJ p O I M � j LL I j z • V1 � W u Z I- (3, Z O )LR DATE 01-23-2008 REVISION REVISION DATE FILE # 07-0559 As N otec SHEET A-4/5 1 WEST ELEVATION 1/4"=l' -O" SOUTH ELEVATION 1/4"=V-0" VS 0 0 z O v V z O V) z w 0 hi 0 0 cyw z 0 a r Q 0 Z Li m Q z O O W O L 0 O Z Q 0 0 �ry J W w m a r w O 0 0 a V. z O z r Q 0 w V) /1 7� 1 cv 0- C'4 C'4 C U O N C> O O (-> o N ¢ O O C -D ^ZN F- ZZU w U — D W Z w d- J L AJ , 7 �-� Z CC O C 9 O= D Z 00 cD Z C' pco C3 v7 OLIJ m w LLJ LLJ ck�J o - W Lord N Q <n Ln � o Q m 3 w Z W� i rn I2- = W w = J p JZ= Li W Q SM - Fn C.> M J 8 0 O D M Z — V O ZO Q m Q o O mLLJ Z� o cm M121 V z O O W O L 0 O Z Q 0 0 �ry J W w m a r w O 0 0 a V. z O z r Q 0 )LR DATE 01-23-2008 REVISION REVISION DATE FlLE /. 07-0559 O V) /1 7� 1 O J c It W 0 U Z_ 0 )LR DATE 01-23-2008 REVISION REVISION DATE FlLE /. 07-0559