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HomeMy WebLinkAbout111 Spanish Bay Dr 04-00000525 interior electricalCl Permit #:-0 `7 G 00012 Job Address: \\\ Description of Work: CITY OF SANFOP-D PERMIT APPLICATION Date: Historic District: Zoning: Vh'ue of Work: S C>U a© Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service — # of AMPS Addition/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 Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Attach Proof of Ownership & Legal Description) Phone: Contractor Name & Address: > Z L lZ •Cf ,. C.c o rS to L\ S' y-1 • keo , , ,", <Z C, Lo ao State License Number: Phone & ax: Contact Person: Phone: fU / — 3 S 2' aZ t G Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: QI C. 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, 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 regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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 th ent; ontractor/ Lien Law, S 713. Signature of Owner/Agent Date Signatuent Date ; X cmcd. q: Print Owner/Agent's Name P ' ontra r/A ent's i Y x o Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date - o n o _ V, ro C7 A. t C m N Owner/ Agent is _ Personally Known to Me or Con ractor/Agent is Personally Known to Me or 4 Produced ID o — u roduced ID ' 7 3S n APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) J.D. Electrical Contractors, Inc. 1045 N. Ronald Reagan Blvd. Longwood, Florida 32750 407-332-0216 407-332-4792 FAX AFFIDAVIT STATE OF FLORIDA CITY OF SANFORD Before me this day personally appeared JAMES D. MCELMURRY who, being duly sworn, deposes and says that he authorizes DONNA J. ORANSKY to sign and pull all documents rel ting to any electrical building permits. JAMES D. MCEL Y Sworn to and subscribed before me this 16th day of December, A.D. 2003. JOB: 111 Spanish Bay Dr. NOTARY PUBLIC STATE OF FLORIDA My Commission expires: a 1-7 )05 yp'pRr` LOHAHurthA r MY CornmisWon CC994618ofpcFExpiresFebruary07, 2005 It a IIca- - I Hnstoric L;n w d 1Fil c`13 a 7[ a • 04 CUPATIONAL LICENSE 1045 N RONALD REAGAN BLVD For The Occuppation CONTRACTOR/6 TO 10 EMP J. D. ELECTRICAL CONTRATOR6 1045 N RONALD REAGAN BLVD y a w „S a r' O.L.# 04-10011 STATE# EC-0001753 LICENSE FEE $100.00 ADMINISTRATIVE FEE $ 10. OQ TRANSFER FEE $ • 00 PENALTY % $ • 00 COUNTY TAX $ 45. (DO LONGWOOD FL 321750 i'ti;tmv TO AL$ 155.00 MCELMURRY, JAMEG U CITY CLERK LICENSE MUST BE CONSPICUOUSLY DISPLAYED AT BUSINESS Ldd&IdW : - 0 0 REVISIONS PERMIT # a"-% S3 S DATE / d- - )/ ' U 3 ADDRESS CONTRACTOR PH # 741D 041S FAX # 4-/tO) 740 6 6 q Kvcl toe F r o7 6`>^ `7-12G C'-Pl (-w c, DESCPRITION OF REVISION: UTILITIES I d BLDG 9 1907.9 12 3 LDGASS FIXED GLASS FIX EDGLI-ASS I ciYcn !,I 2" X4• X 0.050 CENTER POST 5060 H.R.W/ F.G.ABOV 2 5.90 / -34.70 P.S.F. 5060 H.R.W/ F.G.A OVE 5060 H.R.W/ F.G.ABO E 25.90 / -34.70 P.S.F. 25.90 / -34.70 P.S.F 5060 H.R.W/ F.G.AB&E 25.90 / -34.70 P.S. 17 2X3 X3 STRUCT C.M.U. U .f - REAR ELEVATION I 8" X16" CMU COLUMN W/ 2- #5 VERT. IN FILLED CELL I 8" X16" CMUL N W/ r 2- #5 VERTi D CELL C_IVI_U._ COLUMN REVISI W JO20 Q J (n O< 00 Z 8"CMU KNEEWALL 24"H W/ iYP. BOND BEAM - 8"CMU KNEEWALL DENOTES: RETRO FIT 1 #5 VERT IN FILLED CELL W/ TYP BOND BEAN O IN/ O r EXISTING SLAB/ AND FOOT yBERL THE BUILDING CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL, MECHANICAL, ELECTRICAL. STRUCTURAL DRAWINGS FOR OPENINGS, WINDOWS, SLEEVES.ANCHORS, HANGERS, SLAB DEPRESSIONS,DIMENSIONS, PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION, PLACEMENT AND CONTINUITY AND BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE DIME NS IO NS,CONOIT IONS, AND SPECIFICATIONS ON THESE PLANS. EXISTING HOUSE KNEEWALL W/ COLUMNS FOUNDATION PLAN NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 120MPH. 2. WIND IMPORTANCE FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4: INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, DESIGN REQUIREMENTS TABLE 6-7, PG.62) - ENCLOSED BUILDINGS= 0.18 A. FLOORS, BALCONIES, DECKS,' .TAIRS, LIVE LOAD HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) IS 40PSF 5. COMPONENTS AND CLADDING B. ROOF LIVE LOAD IS 20 PSF WINDOWS (25.9/- 34.7 PSF) DOORS (24.8/-32.6 PSF) 4"H r w U In irININ r- W a)N 0)ch U) =cl)0)Lo ZN.I-lc^NN 7a Noornm W I N N j a00 a U) c c c UunFrX0 co0- IQF O C/ DEC 0 9 2003 2 W co p Lo o 11I co KEN 3 N EHLERS P.E. STATE CERTIFIED #18243 531 S.S.R. 434 SUITE 2003 ALTAMONTE SPRINGS, FL. 32714 Rl PHONE (407) 290-2799 e'MPAMM CITY OF SANTORD PERMITSAPMJCATION Permit # : ` Date: Job Addresx ! 1 % 9_ IS / J V S'(1 7 CCUia 0 372--71 Descripti000fworiC: Historic District: A a Zoning: Value of Wotrk S / S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service — # of AMPS Addition/Aheration 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 Gras Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type # of Stories # of Dwelling Units Flood Zone (FEMA form required for other than X) Parcel #: - - --_ (Attach Proof of Ownershia & Legal Descriotioa) Pbaae: 07 323 ii 7 State License Number. LLB L" f 1Y /N !iJ Phone &Far l67W `f, DContact Person: G' ,-,Ue Bonding Company: Address: Mortgage Lender. Address: r 1 w q Architect/Engineer: _ :: L77b'LP%FQL, i7%G`,4/ 0G /- ' Address: S- Jam,.-.+} ZQ' S Fa:: 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 rigulating construction in this jurisdiction. I understand that a separate permit mast be scored 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. 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 perruLLs required ham other goverranental entities such as water management districts, state agencies, or• federal agencies. Acceptance of p rs n that I 11 notify the owner of the property of the rcgtraements of Florida Lien Law, FS 713_ ao'jw Signature of Owner/Agent Date Signature of Contractor/Agent Date Print / Agent' Name Vvdb LJ Y Signature of Notary-Statc o Florida Date QOX Charw t scom_aftwo to Me or MDes AIItil 04 APPLICATION APPROVED BY: Bldg_ Zoning: Initial & Date) (Initial & Date) Special Conditions: A I,050° Initial & Date) (Initial & Date) 3RMIT NUMBER V t111• y„V4v Parcel Identification Number Prepared by// 7 /1-4 Return ttK ANE MORSE, CLERK -OF CIRIrtJIT ODLE C[N.MITY 05092' PSG 0417 RK' S # 2003200783 iDED 11/07/2003 10:55:46 AN DING FEES 6.00 WD BY L McKinley NOTICE OF COMMENCEMENT State of 0/2 County of M.y The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordanoChapter713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) 1115 Lsh Dr '-3;rn v-r=+ % S 456- / ;q&,PLA1_(UNRee-6RDc( 2. General description of Improvement(s) {'R,4jvD k, DN 6xlsTl i?Il,"G, Pa p C / r 3. Owner i formation 1 X _2 0 Name , vc das Klemr{e Telephone Number 07 323 62SYAddress 'SH,sL a y br Fax Number CERTU 3 27 7 / Interest in Property: ; IIARYAT 4. Fee Simple Title Holder (if other than owner shown above) OLERK OF Name Telephone Number SEMI LE { Address Fax Number 5. contractor Gnu-T-60 Name 3 3551 ZuSIL•'13p, p& (:: lj ' Telephone Number dressokL 4,t-,D0 _:7. 'Z___ Fax Number 4Kr NOV t-L , : g yd 6. Surety (if any) Name Telephone Number AddressFax Number Amount of bond $ Lender ( if any) Name Telephone Number AddressFax Number Persons within the State of Florida designated by Owner upon whom notices or other documents may be s asprovidedby713,13(1)(a)7, Florida Statutes. Name Telephone Number AddressFax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as providedin713.13(1)(b), Florida Statutes. Name Telephone Number AddressFax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording differentdateisspecified): Z 0,,f Date Stgned.,Signature of Owner Notes per 713.13 1 must sign... and no one ela may be permitted to sign in hisorherstead." SWom to and subscribed before me this p9 fj fday of_%`- , 20 O 3 by mown to me OR produced who is personally as identification. EDWARD C. BECK PIlhl1C _ St" ta of Ff4rida SEAL signature oary ''`'ar°;;,;:s ` ` Bondei, 8:1 , t 2348 Na; ronat A of.;ryAsrn. with J COPY MORSE 7 2003 0 PLOT PL for. MARONDA HOMES, INC. DESCRI 0 : LOT 63, MONTEREY OAKS PHA5EI, A REPLAT (Unrecorded) RECORDED IN BOOK PAGES) PVBUC RECORDS OF 5EMINOLE COMM FLORIDA 3CAW 1 2U O' D' I O' 20 GIWIUC 9CN I Nf(o LOT 54 UPLAND PARK MAT DOD 2o, rnz s ) N59047'42'W 50_C" t)M)v47'42"E 50.00' 5PANI5H BAY DRIVE Goof LOT 52 NOTES. nOOO C MMATION BUILDING SETBACKS1. BEARHOS ARE BASED ON THE CENMMNE OF SPANISH BAY DRIVE BEND NAY 47'12'1r BASED ON THE FEDERAL EMERMNCr MANAGEMENr AGENCY FLOW INSURANCE FRONrt 20' 2. ELEVATIONS AND LOr DRANAGEPETYSHDwj RATE MAP. TI1E STRVCIURE REAM 13. . HEREON ARE BASED ON SITE ENGINEERING PLANS FOR THE PROJECT. 9100" NEREON DOES Nor UE 1I(THN THE 100 YEAR FLDOO HAZARD AREA. Sm.. S. SIDE STREET: 13' a BUILDINP, Tice Aqr M F%"ATION. 4. PLOT PLAN Mr. LOT HAS Nor BEEN srAxED INS STRUCTURE LIES IN ZONE ' x '. COUMUMTr PANEL HQ 120294 0040 E BULOINO LINE. 30' IN THE nELD. THIS IS NOT A SURVEY. EMCTIVE DATE: APM 17. 1993 MAP REWSION DATE: LOT A! CONTAINS svB, ECr TO cHA1/CE) 56000 SQUARE FEEi/b.113 ACRES THE ( AWRSIC ED AND CAMM NC, LAND SURVEYORS and MAPPERS HAKE ND RESERVATIONS OR GUARANTEES AS TO IWE NFAIATION REFLECTED IIEREON PERTANNGTOEASE11ENMMGHrSOFWAY, SEMACX LINES. AGREEMENrS AND OTHER MATTERS. ANO FURTHER rHIS NSM MENT IS Nor NrmED To AiiLECrORSETFDRTliALLSUL71 1ATIERS. SUCH RNV MADM SHOULD BE OBTAINED ABBREVMA flONS/LEGEND. AND CONFIRMED or OTHERS rMOUT;APPROPMATE TITLE VER07CATION. INa- N{AIBER P.E-POINT of iANCETYCr CpIC-CONCRETE f P. l-PpVI OF INTERSECTION LS -LAND AVCHSURVECYOR P.ILC-PQlWr OAAF((((RREEV1EpyRpS EECURVARME ti RE- ORANyACE E ASE7NMENi NQ 4P.G-POINT EOF CURVATURE QR-CFT7QI(LBiAITSINO % P.G -DRAINAGE VTIUiI' VArtNRtrE . A! ORNAOE. USEwE IEm A/ C-CO1rD1 DONERSPAOA CEM BALE ANt EAU TI# S SURVEr Nor VAL10 UNLEss EMBOSSED RENSION DATE APONE INC. "Ft TI' E LICENSED AND RINSED SEAL OF A Ft 110ENSEO SUAM( ZO-- LGINGWOW,MAPPER AIVD SURWMRS AND MAPPERS ' 300 COLNT•Y ROAD 427 SOUTH FLORIDA 32730-5499 1 ppAr/p( F. GyVOME _ pRES+DElYr IEAXNo. 007) EJO-YOAO FLORDA SURVEYOR R MAPPER NUMBER 2003 * ADD GQADI/Yb 9 •7 °» FAXNa (07) JJO-JAJ6 LICENSED BUSINESS M/MBER 3073 PLOT PLAN XSL" OWG W.0.99-7127 FOUNDATION/MASONRY NOTES 1. FOUNDATION DESIGN BASED ON ASSUMED 2000. P.S.F. MIN. ALLOWABLE BEARING PRESSURE. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301. 3. CONCRETE 26 DAY STRENTGH SHALL BE MINIMUM 2500 PSI W/ 3/4- MAXIMUM AGGREGATE. 4. 4- THICK CONCRETE SLAB (25000PSI) W/ FIBER MESH OR 6X6 10/10 WWM OVER BMIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL. 5. REINFORCED STEEL: ASTM A815, GRADE 40 VERTICAL REINFORCEMENT SHALL BE 05 DOWEL BARS W/ A MIN STO HOOK LOCATED AS SHOWN ON PLANS. LAP VERTICAL BARS TO OOWELS(SEE MASONRY NOTES) CORNER BARS SHALL BE LAPPED 25- TO FORM CONTINUITY IN THE FOOTING. 6. 1. IF STEMWALL EXCEEDS 32-, FILL ALL CELLS WITHIF AND APPLY 1 #5 VERTICAL IQ 4' O.G. MAX. 2. IF STEM WALL EXCEEDS 48-, FILL ALL CELLS WITH GROUT AND APPLY.1 05 VERTICAL (M 4' O.C. MAX AND 1 KS HORIZONTAL (W 24- O.C. IN U-BLOCK IF STEMWALL EXCEEDS 72- CONSULT WITH ENGINEER OF RECORD 7. TYPICAL- FILLED CELL WITH 105 10--O- O.C. MIN AND AT EACH SIOE OFNANOPENIG 8. FOR BRICK VENEER CORRUGATED (GALV.) WALLTIES 32- O.C. HORIZONTAL SPACING 18- O.C. VERTICAL SPACING 9. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY IN COMPLIANCE WITH SECTION 1816.1.7 OF THE FBC 2001 EDITION. 10. IF FILLED CELL WITH 1-5 IS MISSED RETRO 105 IN SLAB/FOOTING WITH 4- EPDXY EMBEDMENT MIN 25- LAP 11. IF J-BOLT IS h1ISSED USE (1) 5/8- X 8- WEDGE ANCHOR t RETRO TIE IN NEW WALL W/ 1- #5 X 8" DOWELS WITH 4' EPDXIED EMBEDMENT INTO EXISTING WALLS 32" O.C. NOTE: @ TIE BEAM MIN. 25' LAP TO NEW STEEL I EXISTING SLAB AND FOOTING ANCHOR ALUMINUM FRAME TO TIE BEAM OR SLAB WITH 1/4" X 2 1/4" WITH IN 6" OF POST AND 24" O.C. MAX. 16" X 18" CONC. FTG. 5 DOWEL W/ LAP 25" MIN.LAP CONT. CONC. FILLED TIE BEAM WITH ONE # 5 REBAR 8"x16" CONC. BLOCK 5 DOWEL W/4" MIN. EPDXIED EMBEDMENT PERMIT 6" MIN I 2 #5 BARS MIN 25" LAP — 6 MIL VAPOR BARRIER CLEAN COMPACTED —III=III= TERM11 E TREATED — FILL =I — 16" T C.M.U. KNEEWALL ON EXISTING FOOTING Ctelfflill DENOTES: RETRO FIT 1 #5 VERT IN FILLED CELL B z — EXISTING SLAB/ AND FOOTIN EXISTING HOUSE FOUNDATION PLAN THE BUILDING CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL. MECHANICAL, ELECTRICAL. STRUCTURAL DRAWINGS DESIGN REQUIREMENTS FOR OPENINGS. WINDOWS. SLEEVES,ANCHORS, HANGERS. SLAB DEPRESSIONS, DIMENSIONS, PITCH AND OTHER RELATED A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD ITEMS ANO SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION, PLACEMENT AND CONTINUITY AND IS 40PSF BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. B. ROOF LIVE LOAD IS 20 PSFIFEXISTINGCONDITIONAPPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE DIM ENS IONS,CONDITIONS, AND SPECIFICATIONS ON THESE PLANS. - ASSUMED GRADE NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 120MPH. 2. WIND IMPORTANCE FACTOR - 1.0 3, WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING WINDOWS (25.9/- 34.7 PSF) DOORS (24.8/-32.6 PSF) 2 REVIEWED CITY OF 5 FORD NOV 2) 4 2003 14 KEN EHLERS P.E. STATE CERTIFIED #18243 531 S.S.R. 434 SUITE 2003 ALTAMONTE SPRINGS, FL. 32714 PHONE (407) 290-2799 jcn r ow THE BUILDING CONTRACTORIOWNER SHALL CHECK ARCHITECTURAL, MECHANICAL, ELECTRICAL. STRUCTURAL DRAWINGS FOR OPENINGS, WINDOWS. SLEEVES.ANCHORS, HANGERS, SLAB DEPRESSIONS, DIM ENS IONS, PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION, PLACEMENT AND CONTINUITY AND BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE DIMENS IONS.CONDIT IONS, AND SPECIFICATIONS ON THESE PLANS. orally A" FLOOR PLAN DESIGN REQUIREMENTS A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 40PSF B. ROOF LIVE LOAD IS 20 PSF 2001/12OMPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF 1707.4.2 OF THE FLORIDA BUILDING CODE 2001 EDITION 1707.4.2 EXTERIOR WINDOWS AND GLASS DOORS 1707.4.2.1 TESTING AND LABELING. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER. PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS-ANSI/AAMA/NWWDA 101/IS2 2/97 COMPONETS AND CLADDING MUST MEET MIN. RED. OF -25.9 PSF / -34.7 PSF 2001/12OMPH EXTERIOR DOOR REQUIREMENTS GARAGE DOORS SHALL BE TESTED IN ACCORDANCE WITH ASTME330 1707.4.3 GARAGE/OVERHEAD AND EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBC 1606. LISTED AND TESTED PER FBC 1707.4.3 EXTERIOR DOORS MUST MEET OR EXCEED MIN RED. OF .24.6 PSF/ -32.6 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 120MPH. 2. WIND IMPORTANCE FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING WINDOWS (25.9/- 34.7 PSF) DOORS (24.8/-32.6 PSF) NOV IV © 2003 W W2 Y0o J OQ 2J U_0 Z W Q F- U) In W U ID Nn W 4)NQ1 Cr) A -mmLo 7 Jnm U)WNN o Nca'I NormWvCNN Dxanl,- O aNN7VQtODv D C C0 Na2 H In 0243 I IllI IL9 L 11. 1pcV In KEN EHLERS P.E. STATE CERTIFIED #18243 531 S.S.R. 434 SUITE 2003 ALTAMONTE SPRINGS, FL. 32714 PHONE (407) 290-2799 TYPICAL 8' SRG. 1Lai-=-=av/11sm ATTACH SHINGLES TO COMPOSITE ROOF PANELS WITH INDUSTRIAL ADHESIVE'. APPLY ADHESIVE IN A CONTINUOUS BEAD 3/8" TO 112" DIAMETER SO THAT THERE IS A 1" WIDE STRIP OF ADHESIVE WHEN THE SHINGLE IS PUT IN PLACE. FOR AREAS UP TO 120 M.P.H. WIND ZONE: 1) STARTER ROWS OF SHINGLES SHALL HAVE ONE STRIP OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA AND ONE UNDER THE SHINGLE AT MID TAB AREA. STARTER SHINGLE ROW INSTALLED WITH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE. " 2) SUBSEQUENT ROWS OF SHINGLES INSTALLED WITH THE TABS FACING IN THE DOWNWARD DIRECTION OF THE ROOF SLOPE WITH ONE STRIP OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA. FOR AREAS ABOVE 120 M.P.H. WIND ZONE: 1) STARTER ROWS OF SHINGLES SHALL HAVE TWO STRIPS OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA AND TWO STRIPS AT MID TAB AREA. SHINGLE ROW INSTALLED WITH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE. 2) SUBSEQUENT ROWS OF SHINGLES INSTALLED PER PREVIOUS SPECIFICATION WITH TWO STRIPS OF ADHESIVE AT MID COVERED AREA. ADHESIVE: CHEM REX - PL PREMIUM 948 URETHANE ADHESIVE OR OSI - RF140 MINIMUM ROOF SLOPE: 2" IN 12" 12 NOTE: ALL ALUMINUM BEAMS AND POSTS2" X3"X 0.045 UNLESS OTHERWISE NOTED COVERED AREA TAB AREA 3/8" TO 1/2" ADHESIVE BEAD FOR A 1" WIDE ADHESIVE STRIP UNDER SHINGLE STRUCT C.M.U. REAR ELEVATION Mir SUBSEQUENT ROWS STARTER ROW COMPOSITE PANEL W/ EXTRUDED OR BREAK FORMED CAP SEALED IN PLACE W/ ADHESIVE OR SCREWS SEALANT BEADS PROFAB COMPOSITE ROOF PANEL WITH SHINGLE FINISH DETAIL SCALE: N.T.S. NOV 2 0 2003 U) z O Q W J W CD 01 W W- Z W - C W Z D In W U In CNN W N o, ,, U) m,"In 3_jr Z U)L,NN On NNNWVCNN O - r; CL ao o Q (nNvV C UNEtx m Q QmFLn NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET I OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE o t1 ca FLORIDA BUILDING CODE 2001 EDITION. a N. it 1. BASIC WIND SPEED - 120MPH. i o d 2. WIND IMPORTANCE FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) a a 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, THE BUILDING CONTRACTORIOWNER SHALL CHECK ARCHITECTURAL, MECHANICAL, ELECTRICAL, STRUCTURAL DRAvp rIGN REQUIREMENTS FOR OPENINGS, SLEEVE FORS, HANGERS. SLAB LOCATTINS,DIMENSIONS. PITCH AND AND LOORS, DECKS, LIVE_ LOAD TABLE 6-7, PG.62 ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) KEN FREERS P.E. CERTIFIED # 18243 EMSANDSHALLASSUMERESPONSIBILITYORTHEIRROPERION, PLACEMENT AND CONTINUITY BALCONIES, STAIRS, 5. COMPONENTS AND CLADDING STATE BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. IS 40PSF STRUCTURAL DESIGN SERVICESMUSTOF ANY VARIATION OR DEVIATION IN THE B. ROOF LIVE LOAD IS 20 PSF WINDOWS (25.9/-34.7 PSF) 531 S. S.R. 434 SUITE 2003 ALTAMONTE SPRINGS, FL. 32714 HJl ONE, AND SPECIFICATIONS ON THESE PLANS, DIMEPHONE DOORS (24.8/-32.6 PSF) 407) 290-2799 3" X 48" X 0.025 COMPSITE ROOF PANELS ALUMINUM POSTS 2" X3"X 0.045 UNLESS OTHERWISE NOTED TYPICAL) fable 7.1.6 Allowable Spans for Industry Standard Composite Roof Panels for Various Loads Aluminum Alloy 3105 H-14 or H-251.0 EPS Core Density Foam M'" I Glass Rooms Wind Open structures Mono -Sloped Roof screen Rooms A Attached Covers Partially Enclosed Enclosed Overhang I Cantilever Region 132 span 3 span 4 span 1&2 span span span 132 span 3 span 4 span 132 span 3 span 4 span All Roofs 100 MPH 17"-4' 19'-4' 18'-9' 15'-10' 18'-0' 1T-10' 10'-4' 11'-7' 11'-2' 11'-0' 13'-8' 13'-3' 4'-0- 0 MPH 16'-6' 19'-4- 18'-9' 14'-2- 15'-10- 15'-3- 9'-5- 10'-6- 10'-2- 10'-0' 1Z-6- 11'-5- 4'-0- 15'-2' 18'-0' 17'-10' 1X-3' 14'-10' rM4:r:4.- 8'-8' T-8' 9'4' 9'-8' 10'-10' 10'-6' 4'-1' 123 MPH 14'-10' 1T-9' 16'-1' 12'-11' 14'-0' 13'-11' 8'-5- T-5- 9'-1' 9'-6' 10'-7' 10'-3' 3'-11' 130 MPH 14'-2' 15'-10' 15'-3' 11'-8' 13'-8' 13'-3' 7-11' 8'-11- 8'-8- 9'-0' 10'-1' T-9' 3'-3' 140 MPH 10'-0' 11'-2' 10'-10' 10'-0' 11'-2' 10'-10' T-2' V-4" 8'-1' 8'-4' 7-4' 9'-0' 2'-11' 150 MPH 10'-0' 11'-2' 10'-10' 1a-0' 11'-2' 10'-10' 1 6'-8' T-9' 73' T-5' 8'-8' 8'4' 2'-10' THE BUILDING CONTRACTOP/OWNER SHALL CHECK ARCHITECTURAL, MECHANICAL. ELECTRICAL, STRUCTURAL DRAWINGS FOR OPENINGS. WINDOWS, SLEEVES.ANCHORS, HANGERS, SLAB DEPRESSIONS,DIMENSIONS, PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION, PLACEMENT AND CONTINUITY AND BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE DIMENSIONS,CONDITIONS. AND SPECIFICATIONS ON THESE PLANS. NOTE: ALL ALUMINUM BEAMS AND POSTS2" X3"X 0.045 UNLESS OTHERWISE NOTED 4'X8'X.125' ALU. PLATE W/ 8 - #10 SCREW TO EACH MEMBER ON BOTH SIDES 20'-0" POST TO BEAM ALUMINUM CENTER POST 2' X4'X 0.050 O') NO Q m N I x N xw N It co N ALUMINUM 1/2" DRY WALL CENTER POST ON 2X4 STUDS 2' X4"X 0.050 KNEE AL /J 4"X8'X.125" ALU. 1 24" OC. MAX W/ 8 - #10 SORE\ EACH MEMBER W/ R-19 BOTH SIDES POST TO BEA 1) - A35/ OR H2 PER RAFTER 2X 6 RAFTERS SYP.#2 24" O.C. 2X 6 PURLINS W/ 2- 5" SIMPSON WOOD SCREWS PER TRUSS OR RAFTER BELOW IN LIEU MTS12 TO TRUSS OR RAFTER ROOF PLAN 2X 8 S' jP #2RIDGE DESIGN REQUIREMENTS A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 40PSF B. ROOF LIVE LOAD IS 20 PSF Im O O F NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 120MPH. 2. WIND IMPORTANCE FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING WINDOWS (25.9/- 34.7 PSF) DOORS (24.8/-32.6 PSF) NOV d 0 2003 1 243 fj KEN EHLERS P.E. STATE CERTIFIED #18243 531 S.S.R. 434 SUITE 2003 ALTAMONTE SPRINGS, FL. 32714 PHONE (407) 290-2799 W W2 JC Yo Q (A J 0 U CD z W Q U) W U In Nn W (V 01 (h 7Jr-Q) zNLLNN Ih N0)01WM0)NN O a r: J U)00 Q t0 0cc UV)EC D ma 0¢ F C 9 9 f` W 0 - ti C II . m d anal y . A4 WALL / ROOF SHEATHING 1/2" CDX PLYWOOD or 7/16" OSB 2 1/4"X.099 RING SHANK 6" O.C. EDGES 12" O.C. INTERIOR H — ROOF ED 4'-0' q O O 0 O g 4'-D' O RIDGE 2 O O4'-0' Qz z 2 0 1{ w l I C 4'-O' I 0 ,P QQ E QQ _ g SYP RRIDGE 2x6 RAFTERS 24" O.C. w/ 2x4 VERTICAL STUDS 48" O.C 2X 4 PURLINS 48"O.C. W/ 1- 5" SIMPSO WOOD SCREWS PER TRUSS OR RAFTER BELOW IN LIEU MTS12 24" O.0 TO TRUSS OR RAFTER IROOF ATTACHMENT PLAN SHEATHING SHALL BE FASTENED WITH MIN. #8 GUN NAILS ZONE 1 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 12" O.C. ZONE 2 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. ZONE 3 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. ROOFEDGE TOP CHORD BLOCKING @ 4'-0" O.C. MA IN FIRST 2 FRAMING SPACES @ EA. ENI ROOF SHEATH BUILDING WIDTH THIN np A35/1-12.5 EA, END OF RAFTER RAFTER TOPS. VALLEY FLASHING PER 1507.3.9.2 2) 12d NAILS STUDS INTO RAFTER A35/H2.5 EA. STUD TO PURLIN CONT. AT VALLEY 2X 6 PURLINS W/ 2- 5" SIMPSON WOOD SCREWS PER TRUSS OR RAFTER BELOW IN LIEU MTS12 24" O.0 TO TRUSS OR RAFTER ROOF SHEATHING ROOF SHEATHI UNDER VALLEY UNDER VALLEY PRE-ENG'RE TRUSSES CONVENTIONAL FRAME ROOF VALLEY DETAIL BUILDING LENGTH ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING ROOF COVERINGS SHALL COMPLY WITH SECTION 1507 OF THE FL. BUILDING CODE 2001 SHINGLE -SHALL COMPLY WITH ASTMD225 OR ASTMD3462 FASTENER SHALL BE MIN 12 GAUGE SHANK W/ 3/8" HEAD AND PENETRATE ROOF SHEATHING 3/4" THE BUILDING CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL. MECHANICAL. ELECTRICAL. STRUCTURAL ORER Av I sIGN REQUIREMENTSFORGEMSANDSHADLLOASSUMERESPONSIBILITYHANGERS.FOR THEIR PROPERLOCAESS TION,DIMENSIONS, PITCH AND PLACE ENT AND CONTINUITY AND LOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IS 4OPSFIFEXISTINGCONDITIONAPPLY -ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE B. ROOF LIVE LOAD IS 20 PSF DIM ENS IONS.CONDITIONS, AND SPECIFICATIONS ON THESE PLANS. FIBERGLASS SHINGLE ASTM 03161 OVER 15# FELT(ASTM D226 OR D'4869 TYPE 1 OVER 7/16" O.S.B. 6) 1 1/4" GALV ROOFING NAILS PER 3-TAB 8) 1 1/4" GALV ROOFING NAILS FOR ARCH SHINGLES 3" X 48" X 0.025 COMPSITE ROOF PANEL i BEAMS 2" X3"X 0.045 (TYP. POST 2" X3"X 0.045 (TYP.) ANCHOR ALUMINUM FRAME TO BOND BEAM OR SLAB WI 1/4" X 2 1/4" WITH IN 6" OF POST AND 24" O.C. MAX. TYP. CONC. SLAB W/ 6x6,- 10/10 W.W.M. OR FIBERMESH 2 #5 BARS MIN 25" 6 MIL VAPOR BARRIEk-= CLEAN COMPACTED TERMItE TREATED FILL MIN. (3)- #10 X 4 1/2" S.M.S. INTO SCREW BOSS MIN. (3)- #10 X 1 1/2" S.M.S. INTO SCREW BOSS CONT. CONC. FILLED TIE BEAM WITH ONE # 5 REBAR 8"x16" CONC. BLOCK 5 DOWEL W/4" MIN. EPDXIED EMBEDMENT I I I 6" MIN / ASSUMED GRADE 16" NOTE: FOOTING EXISTING I TYPICAL WALL SECTION NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 120MPH. 2. WIND IMPORTANCE FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98, TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING WINDOWS (25.9/- 34.7 PSF) DOORS (24.8/-32.6 PSF) NOV 2 0 2003 18243 KEN EHLERS P.E. STATE CERTIFIED #18243 531 S.S.R. 434 SUITE 2003 ALTAMONTE SPRINGS, FL. 32714 PHONE (407) 290-2799 G/ 0L w WI.-_ Z W I.— cl U) LLI z D W U In XNn W mN(31M I/)V)011D Zy1LNN tAc1 NrnrnW,qCNN oa.a n J.000 QU) XC j 00 C UioEtx haw xmmI• 0