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HomeMy WebLinkAbout103 Maplewood Dr (2)Permit JobAddress: 13C CITY OF SANFORD PERMIT APPLICATION irmce 3© 172 Date: 5 - : 0 -O'Z, no r Or . fin n 1 c1, ,1 JJ ' 3a771 Permit Type: " Building Electrical Meehanlcal Plumbing Fire Alarm/Sprinkler Description of Work O1!C11 Additional Information for Electrical & Plumbing Permits Electrical. —Addition/Alteration _Change of Service Temporary Pole _New AMP Service of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: Xesidential Type of Ci Parcel No.: Owner/Ad( Commercial _ Industrial Total Sq Ftg: Value of Work: S 4`7 L4, On Contractor/Address/Phone: Florida Pool Enclosures,fne lon State Lioenso Number 5('t^l.Slo/o gCi Contact P 2671- 800 Phone & Fax Number. 3 r71 93 7 ' 5 iG l Title Holder (If other tbYn Owner): Ili l %L Address: Bonding Company: Address: Mortgage Lender: TQ Address: Address: PhoneNo.: qCU 7LoT 17ZJi Fax No. 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 FOP IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDTNO YOUR NOTICE OF COMMENCEMENT. NOTI : 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 go vnunental entitxs 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 Uw, FS 713. SL4 t e of Owner/Agent v Date P ' ner/A nYs ame Signature of Notary -State of dorida Date UE E. SAY State o1 Florida er:soy: a DD82629 006 Bonded (800)451.4854 er/Agen rsown to Me lor Produced ID Dt— S' of C6n gani Date n Print on 'tor/A cnt's N pop Signature) f Notary- tatc of Florida Date t''Nn ANGIE FlNCANNON MY COMMISSION M CC 976003 EXPIRES: October 17, M h.• eondW Thou Noa Pull" Und nt t0 INe OrCOn0 Produced ID APPLICATION APPROVED BY: 4 4 6'r'4— Date:yr— 31-- Z Special Conditions: 1 A OWNER ADDRESS TITLE HOLDER ADDRESS CONTRACTOR ADDRESS JOB NAME JOB ADDRESS COUNTY LEGAL DESCRIPTION TAX FOLIO # BONDING CO ADDRESS ARCHITECT ADDRESS MORTGAGE LENDER ADDRESS APPLICATION FOR BUILDING PERMIT LIEN LAW REQUIREMENT City Florida Pool Enclosures, Id ate Zip P.O. Box 521136 LICENSE # ongwoo - 71136 City _ - State Zip Application is hereby made to obtain a permit to do work and iostall&tioos as indicated. 1 certify that no work or iostallatioo has commenced prior to the issuance of a permit and that all work will be performed to meet ibe standards of all laws regulating construction in ibis jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONING, ETC. OWENRS AFFIDAVIT: 1 hereby certify that all The foregoiog information is accurate mod that all work will be done in compliance with all applicable laws regulating cooslructloo nod zoning. NOTICE OF COMMENCEMENT WELL BE POSTED ON THE JOB SITE WITH PERMITS. 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 AND/OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. SIGNATURE OWNER STATE OF FLORIDA COUNTY OF Subscribed and sworn before me this day of 200 by who ' has produced rt: _DL_ as identification Notary Publtf printed na of —DOE E. SAY Notary Public. State of Florida My Comm, expires Jan 12.2006 No DD82629 onded tbru Ashton Agency. Inc (800)451-4854 CERTIFICATE OF COMPETENCE HOLDER: Contractor's state Certification of Registration #. SIGNATURE CON •OTR STATE OF FL A COUNTY OF subscribed and sm before me this day of 200 ' by who is REEmnallgAnown to me or has produced as identification printed name of Notary aNf ANGIEFlNCANNON 3 Y COMMISSION I CC 976003 EXPIRES: October 17, 2004t!t eond" Thm NoYry Pubk Undsnrribq Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL"w:u;fTi4;.u,ni it• i 1 ;;;. l Map ERROR: Parcel not found 01 on Map.Content-type: text/html x scmindc C"auntt sroiur nuts Sanford FI. 32771 417.664-71W f1 GENERAL Parcel Id: 33-19-30-5EM-OB00- Tax District: S1-SANFORD 0020 VALUE SUMMARY BOZELKA BRUCE A & 01-SINGLE Value Method: Market Owner: JANE M Dor: FAMILY Number of Buildings: 1 Address: 103 MAPLEWOOD DR Depreciated Bldg Value: $103,584 City,State,ZipCode: SANFORD FL 32771 Exemptions: 00- HOMESTEAD Depreciated EXFT Value: $2,663 Property Address: 103 MAPLEWOOD DR Land Value (Market): $21,300 IDYLLWILDE OF LOCH Land Value Ag: $0 Subdivision Name: ARBOR SEC 6 Just/Market Value: $127,547 Assessed Value (SOH): $104,128 SALES Deed Date Book Page Amount Vac/Imp Exempt Value: $25,000 WARRANTY DEED 11/1991 02360 1741 $116,500 Improved Taxable Value: $79,128 WARRANTY DEED 04/1980 01277 0995 $72,000 Improved Tax Bill Amount: $1,664 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 2 BLK B IDYLLWILDE OF LOCH ARBOR SEC 6 LOT 0 0 1.000 21,300.00 $21,300 PB 21 PG 40 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1980 9 2,762 2,146 CB/STUCCO FINISH $103,584 $113,207 Appendage I Sqft GARAGE FINISHED / 598 Appendage I Sqft OPEN PORCH FINISHED / 18 Appendage 1 Sqft UPPER STORY FINISHED / 988 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1980 1 $675 $1,500 WOOD UTILITY BLDG 1986 80 $192 $480 ALUM SCREEN PORCH W/GONG FL 1996 264 $1,796 $2,244 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http://www.scpafl.org/pis/web/re_web.seminole_county title?parcel=3319305EMOB00002... 5/8/2002 POWER OF ATTORNEY The under signed . ed hereby appoints Ron Eisaman as attorney in fact to apply for and receive a building permit for the followuig address: authorized to do everything necessary to apply for andMyattorneyisherebythesaidattorneyreceivedthesaidbuildingpermitandIratifyeverything shall do on my behalf. Mike Delahoz /Flo a Pool Enclosures, Inc. SCC056689 Sworn to and subscribed before me this the '! -day of 2002. p, n9AF cannon WA RNCA.IM WCOAMSSMICCUM I A. r EJ(FAFS Odcbu 17.2CC1 L PREPARED BY: ANC F("c,A IN No o Florida Pool Enclosures,lnc P.O. Box 521136 Longwood, FL 32752-1136 407) 260-2800 PERMIT NUMBER TAX FOLIO NUMBER NARYANNE NW9 CLEAR W CIRCUIT COURT GININDLE COUNTY BK 04420 PG 0911 CLERK'S 0 2002886165 RECORDED 051301LOOP 11111115 AN RECORDING FEB 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF The UNDERSIGNED hereby gives notice thatimprovement (s) will be made to certain and real property, and in accordance with Chapter 713, Florida Statutes, the following information if provided in this Notice of Commencement. , DESCRIPTION OF PROPERTY (legal description and street address if available) AL'I If AW A . %1 fy,e . A I A - PA.,::) 1 ()n 1/0 DESCRIPTION OF IMPROVEMENTS) Don OWNER Name and Interest in Property ( fee Simple, Partnership, etc.) / 14 CERTIFIED COPY NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (if other than owner) MARYANNE MOR6E NCLERK OF T. "oponj awmne RACTOR INFORMATION Florida Pool Enclosures, Inc CLERKndAddress Longwood, FL 32752-1136 4127)260-2800 MAY n SURETY ( Bondin rgpany ) Name and Address i Amount of LENDER Name and Address Person within the State of Florida designated by owner upon whom notice or other documents may be served as provided by section 713.13(1), (a), 7., Florida statutes d It ,A name and address) in addition to himself, Owner designates or to receive a copy of Lienors Notice as provied in Section 713.13(2), (b), Florida Statues Expiration Date of Notice of Commencement The expiration date is one year from date of recording unless a different date is specified.) 15V• . Siguatu e i Owner State of Florida County oi N1 1 A The foregoing instrument was acknowledged before we this E J by Avt AA2. o C who is personally known to me. SU;DD82629 AY Notary Public. Statrida My Comm expires Ja006 N NOTWY PUBLICS N r-- _ R : j3kUCE j. AND JANLE M. 80Z,L • Ec-iav-cSURVEYFOR W/LDE OF S SCRIFTION' LOT 2)BLOCK B;SDYLL«NA'e rN E 3 Of . COE iTX . g RECORDED IN PLAT BOOK 2/ pAGE(Si ' OF THEPULt6 M------` ANFORD BUILDING DCP'T. THESE PLANS ARE REVIEWED AND CO DITIONAI,4y,, ACCHPTED FOR PERMIT. A PERMIT ISSU SHALL En CONSTRUED TO BE A LICENSE TO PR EED WITH f1 THE WORK AND NOT AS AUTHORITY VIOLATE, CANCEL, ALTER, OR SET ASIDE A Y OF THE PROVISIONS OF THE TECHNICAL_ CODES, R SHALL I ISSUANCE OF A PERMIT PREVENT TH BUILDING Z5' DEPT FROM THEREAFTER REO'JIRING COAREC- AQ r ' T N 3 4N THE PLANS, CON TWLT f 2S OTH R KDNS OF THE Ci 5 AA0 P PfC.S. NO O Q Q 0 14 N .PE'c. S.le m .U0 # O 0r 25 REC. DENOTES C.M. " I.r « N.C. " P.O.C. P.O.*. " IL R/W R. « N.R. " P. C. _ Pc. dN<or alX. a'` Ryco.f.R SCALE. 1t I= DATE OF. BOUNDARY l FOUND FINAL /- PE11MIT #f??, 1391 ovRID, CERTIFIED CORRECT TO: A, d1 BOZELXA 4-9/ LEGEND POINT Of TANGENCY aevc Er ^ /ENOP. T/1 E,C,V MO,PTr AGE zvvEST>NE ITCo F rn RECOVERED T. DENOTES POINT Of REVERSE OCJ77YKAw'- ? ynEAAIDGL.v)e&V%Y C6eR CONCRETE MONUMENT P. R.C. CURVATURE Z IRON PIP[ P.C.C. « POINT OF COMPOUND THAT THE SURVEY SHOWN O IRON ROOCURVATURE NAIL AND CAP CONCRETE BLOCK 1 HEREBY CERTIFY HtgtONWASMADEIN ACCORDANCE TO THE FORPOINTOfCOMMENCEMENTC.S. POINT OF BEOINNINO W000 FRAME AC310aNCa MINIMUM TECHNICAL IR STATE SURVEY'" tN 1AN STAY[ OF CINTtRLINE RCS. » CONC. CCONCRETE LAND FLORIDAC4.4T2.OL7 AND CH 21:HH-6 f.A.C. RIGHT - OF - WAY A. C. AIR COMOITIONER RADIAL UTIL. " UTILITY MOM RADIAL DRAIN. » DRAINAGE RADIUS POINT ESMT. » EASEMENT POINT OF CURVATURE (( 1. TNIS PROPERTY LI[31 N" jOMAi, C MMUNITY- NEL SWAGGERTY LAND NUMB -P LOOO INAr SURVEYING, INC. umel M T [(N FURN13HI0 TH 3U VIYOR. t TI 0 Bit 0. 3tCONti STRICT & UMOtRtR0UN0 IM ROVEYtNT! AA MOT 019059 C SANFORD, FLORIDA 31771 .NOT VPLIO RO tR YIK [3tNL SgGN1OSS 10N(AN . 3 AtO 3tAl. TH 407) 321- 4630 TOy awl SOU TN R4NQ[ ARCOLA0AT4',/-B''D SURYa< cab Ab V) V) fie^ S" 311 r, SCREENED ENCLOSURES SECTION 1 Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Alurf ,um Alloy 6063 T-5 f %O Jacksonville, FL) For Areas with Wind Loads *e9 M.P.H. or Less and Latitudes Below 30'-30'•00"North Tributary Load Width Vir = Beam Spacing Hollow Sections 3'-0" d' Allowable Span / bending'b' or deflection 8'.6' d 7'-9' d 7'-2' d 6'-8' b d 6'-2' b 61•9- b 5'-9' b 6'-4' b 5'-5' 5'-11' 2" x 2" x 0.044" 2" x 2" x 0.0 55'• 8'-11' d 8'-2' d d T-7- d 9'-8- b 7'-2' 8'-10- b 8'-2' b 7'-7" b 7'•2- 2" x 3" x 0.05' 11'-8' d b 10'-8' 12'-0' b 10'-9" b 2" x 4" x 0.050" 13-11' Sell Mating Sections 2" x 4" x 0.044 x 0.100" 17'-3' d 15 2" x 5" x 0.050" x 0.100" 21.5- d 19 4'-11' d d 35'-9' d 0' d 22 26 32 361 2" x 7" x 0.055" x 0.120"0-9' 2" x 9" x 0.072" x 0.224" 2" x 9" x 0.082" x 0.310" 9'-i 9 2" x 10" x " 1 rnoucary a 0" 5'-0" Allowable Sp 8' _-d: 14'-6' 5- d 1 18'-0' Note: 1. Thic',tnesses shown are 'nominal' industry standard loleran:es. NO wall thic'Rrless ahail be less than 0.042. The structures designed using this section shall be limited to a maximum span and upright height of 55' and a maxlmumuprightheightor20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10 / Sq. Ft. for up to a 140 bi.P.H. wind load. n n Above spans do not include length or knee brace. Add horizontal length of knee brace to above spans for total beam5 spans. p udin spacing shall not exceed 6'• 8' . For beam spans greater than 40'-0' the beam at the center uriin and one1ins at for each 14'-0' on each side of the center purlin shall include lateral bracing as shown In detail (48,.. spa l with p 6'- 8' o.c. center purlin and (2) purins each side or center purtin need lateral bracing. Example: Max.'L' for 2" x 4' x 0.050" hollow section with = 5'-0" = 10'-9" Lawrence E. Bennett, P.E. CIVILENGUNEER- DEVELOPMENT CONSULTV r P.O. BOX 4363, SOUTH DAYTONA. FL 32121 TELEPHONE (336) 767.4774 FAX (386) 767.6556 SEAL pAGE 7 COPYRIGHT 2001 - 4 NOT 70 BE REPROOUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PEIL.tISSION OF L/ri1tENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 Table 1.3 Allowable Post / Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6For3secondwindgustat velocity of 120 MPN or an applied load of 14 01 sq. ft' Tributary Load th'W = Upright spacing g•-0' Hollow Sections 3'-0 Allowable Hcight'H' / bending'b' or deflection 2" x 2" x 0.03s" T-7' d 6'-11' d 6'.2' b 5'-8' b 5'-3' b 4'-11' b 4'•7' b 2-- X 0055' 8'-0' d 7''d 6'-9' b 6'-2' b 5'-8' b 5'-4' b 6*- 1 x 0.045' 107'•5' b 6'-11' b 6'-5' b 6'-1' b c S 11•.9• b 10'-2' b 9'-1• b 8'-4' 6'- 9' b Tributary Load W - pacing 4,- 0" 5.-0" Self Mating Sections 3'-0 Allowable Hoight' ection' d' 2" x 4" x 0.9C4 x 0.100" 5'•5- d 13'-11' b 12'-6' 11'-5' b IT- 11 b Z" 3 1 b 1,- 7 b 2" x 5" x 0.050" x 0.100' 9'•1' d 1T'-4' b 15'-6' 14'-2' b 13'-1' D 2'-3' b 1 T- 7' b 22'- 4' d 20.-0' b 17'-11' b 16' 14'-2' b 13'-4' b 2" x 7" >t 0.055" x 0.120' 25: 1' d 29-0. d 20-7- b 24-3- b 22' 6' b 21'-0' b '19'-10' b 2" x B" x 0.0T2" x 0.224' 31 2" x 9-1x 0.072" x 0.224' 37'• 6' d 3'-0' d 31-7 d 29-0' b 26-1132'-4' b 25.2' b 23-9' b 2" X 9" X 0.082" x 0.310' 2" x 10" x 0.092" x 0.369' 43'-4' d ' 39-5' d 36'-7' d 34'-4' b 31'-9' b 29'-8' b 29'-0' Tributary Load '`/ idth'Yf= Upright Spacing .9. . Snap Sections 3'•0' 4'-0" - Allowable Height' H' I bending'b' or denection'd' S,-6, b 2" X 2" x 0.04y d 7'-9' d 7'-3' d 6'-9' b 6'-3' b T-5" b 6'. 1" b 2" x 3" x 0.045" 11'-5' d 10'-5' d g'-4' b 8'-5' b 7'-11' b T-5' 2" x 3" x 0. 045" 14'-5' d 12'.9- b 11'-5' b 10'-5- b 9'-8' b 9'-0' b 2•• x 6" x 0.045" Y3.g• d 21'.7- d 19.8• b 17•-11. b 16•.8• b 15'-7' b 2" x 7" x 0.062" 20'-10' d 2+'-4' d 21'-11' b W-11' 01 18'•b' b 17'-4' b 16'-4' b For allowable heights at wind velocities other than 120 MPH, see cone:sloe tattle 1A on the specification page fortablesatthebeginningofthissectionandexamplebelow. Note: standard tolerances. No wail thickness shag be less than 0.040'. 1. Thicknessesshownare 'nominal' industry ` Above spans do not inciude length of knee brace. Add horizontal length of knee brace to ab'6111134 Allovespansfor total upright 3. Ab p height. specific engineering required for pool enclosures over 20' in mean roof height. 5. Span is to be measured from center of beam and upright ht can ct considered as residentialion to fa3ciaOrwallguardrailsprovided6. Chair rails of 2' x 2' x 0 in. (min. and set @ 9 they are attached with min. (3) #10 x 1-112' S.M.S. into the suety bosses and do not exceed 8'-0' in span. Example: To calcualate allowable height at 140 MPH wind velocity for. 2'x 4' x 0.045' Snap Section with = 4'.0- 1. Find' H' at 120 MPH: H=12'-9' 2. Ccnvert' H' to decimal fee:: H=12,-9' =12.75' 3. Select the appropriate multiplier from conversion table 1A found onthespecificationsheetatthebeginningofthissection. it theheightisfollowedby'b' use Bending multiplier. if theheightisfollowedbyId' use Deflection hiultiplier. 4. Multiply height in decimal feet by appropriate multiplier. ti' at 140 bi?H is 12.75' x 0.88 = 11.22' = 11'-3' Lawrenc eE. Bennett, P.E. CIVIL ENGI: J=ER. DEVELOPMENT CONSULTANT P.O. BOX 436a, SOUTH OAYTONII FL 32121 TELEPHONE paQ 767-4774 FAX pa6) 767.6556 SEAL PAGE 1- 49 COPYRIGHT 2001 E OR LY PART THE 'rR1TTEN PER•'.11551ON OF u•NREKCE E. BENNETr. P.E. N07 TO BE REPROOUCEO LV YMOL SECTION 1 SCREENED ENCLOSURES 5) #10 S.M.S. (MIN.) 3- x 1-1 /2' x 8" FLAT B 6 6 6 6 O 0.135' PLATE OUT 0 6 45' ANGLE 30LT OR TURNBUCKLE F CABLE TENSION NLESS STEEL (SEE TABLE) PERIMETER FRAMING.. MEMBER ri.t+ ..NNECTIONS C CORNER -DETAIL 1 SCALE: 3" TYPICAL MIN. 3-314' • 4" NOMINAL) SLAB 1 MIN. 2-318" x 1-314" CONCRETE MIN. 5d ANCHORS oo"ba CAN MIN. 5d ` fQA- BLE CONNECTION AT SLAB DETAIL - DD L 2 SCALE: 3" =1'-0" Lawren ce E. Bennett, P.E. CrAL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4366. SOUTH DAYTONk FL 32121 TELEPHONE paq 757-4774 FAX (386)767.6556 SEAL PAGE C) COPYRIGHT 2001 1-'34 NOT TO Be REPRODUCED W VYHOLt OR IN PART YATHovT THE yYei1TTEN PEWAISSION of U1wRENCE E. BENNETr. P. r 5-1/2" (6' NOMINAL) SLAB (MIN.) SCREENED ENCLOSURES SECTION 1 SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR 3/32' CABLE D 4451# FOR 1/8" CABLE, FOR 3/32" CA E 3/8' x 1-112" CONCRETE ANC S (MIN.) 5d (MIN.) T S i. 5d (MIN 2500 P.S.I. CONCRETE 6x6- 10x10WELDED WIRE 1 MESH ORFIBERMESHCONCRETEALTERNATE CABLE CONNECTIONS FOUNDATION - DETAIL 2 SCALE: 3" = 1'-0' 2" x 2" x 0.125" ANGLE 2-1/ 4" x 1-1/2" CONCRETE N STAINLESS STEEL CABLE ANCHORS (Ml -) CABLE CLAMP SEE TABLE) NOTE: SEEPAGE 1- 31 FOR NUMBER OF CABLES REQUIRED. DISTANCE FROM EDGE OF SLAB = 5( D) O An n1- TAll - DETAIL 3 1L-I c.... ... --- SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.o. BOX 4366. SOUTH DAYTON& FL 32121 TELEPHONE pu) 767-4774 F XJM6) 767-65S6 Q COPYRIGHT 2001 P.E. NOT TO BE FtEPF1000CEO W WHOLE OR IN PART.YPTHOUT THE WRITTEN PERMISSION OF LAWREXCE E BENNETT. SrzAL PAGE 1. 37 SCREENED ENCLOSURES CONCRETE DECK EDGE SCREEN 2" x 2" PRIMARY ANGLE 2" (MIN.; 1" (MIN.) 21/2" (MIN.) 1" x 2" O / B BASE PLATE (TYP.) 2 " x S.M.B. COLUMN 10 x 3/4" S.M.S. (TYP.) SECTION 1 I DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. THRU 2" x 9" SUB CONNECTIONS SECONDARY, 2" x 2" x 0.063" ANGLE (SEE SECONDARY ANGLE ANCHOR SCHEDULE AND SECTION 9) CONCRETE ANCHORS INTO PRIMARY AND SECONDARY ANGLES 10 x 3/4" S.M.S. 24" OlC FOR S.M.B. TOP VIEW POST TO DECK DETAIL SCALE: 3" = V-0" SECONDARY ANGLE ANCHOR SCHEDULE COLUMN TOTAL TOTAL SIZE CONCRETE 10 x 314" S.M.B.OR SB ANCHORS S.M.S. 2 x 3 2)1/4" 4 2 x 4 2)1/4" 6 2 x 6 4)1/4- 8 2 x 7 4) 1/4" 12 2 x 8 6) 1/4" 14 2 x 9 6)1/4" 16 SEE SECTION #9 FOR ADDITIONAL ANCHOR INFORMATION Lawrence E. Bennett, P.E. CML ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 4366. SOUTH DAYTORk FL 32121 TELEPHONE (346) 767.4774 FAX (366) 76T.6556 SEAL PAGE C COPYRIGHT 2001 1-43 NOT TO BE REPROOVCEO INWHOLE OR W PART 1 nTHOVT THE WRITTEN PERMISSION OF L"OtENCE E. BENNETT, P.E. ' 0 SECTION 1 4 SCREENED ENCLOSURES Table l.6 Minimum Upright Sizes and Number oft crews for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Size Upright Size Minimum Purtin L Knee Brace Size A 2'x3' 2' x 4' 2' x 5' 2'x3' 2' x 3- 2' x 3' 2'x2'x0.044'SM3 2' x 2' x 0.044' SLIB 2' x 2' X 0.044' SM3 2-x6' 2'x3' 2'x2'x0.04"Skt3 2' x 2' x 0.044' SAI3 x2'x0.044'SM3 x2'x0.044'SM3 2' x 3' x 0.044' SM3 ENam. 2'x3'x0.045.SMB 2' x 4- x 0.050' Ski 2'x4'x0.050'Sb13 Deck Notes ' Minimum Hum' nchors X %- #to x y 2 Full Lao 6 4 2 Full Lae 8 6 of Screws Beam Stitching C12 x Y+' Screw at 24' O.C. 4 4 #8 2 Full La 8 6 4 4 Full Lao 10 8 6 4 Full Leo 10 B 6 4 Partial Lao 10 8 6 4 Partial La 14 12 10 6 Partial Lao 16 14 12 6 Partial la 18 16 14 6 Partial Le 20 18 16 n to 16 Screw Size'Minimum Distance and Spacing or Screws I Edge To Center Center To Center to 318, 3!4' 12 1/2' 1 14 or 114' 3/4' 1.1l2 5'16' 7/8' M12 2- Refers to each side or the connection of the beam and upright and each side or splice connection. 0.052' wall thickness, 0.310' flange thickness Note: 1. use tali lap cut detail for 2' x 6' beam to 2' x 3' upright. 2. Connection of 2' x 6' to 2' x 3' not allowed for partial lap connections. 3. For beam to beam splice size and number of fasteners Is per side per end of splice. 4. The number of screws) based on maximum allowable bending (beam span) for 140 M.P.H. wind load. 5. Deck anchors are based on Rawl tapper load data for 2500 P.S.I. concrete and are considered to be typical for masonry and concrete anchors. Number or anchors Is total (1/2 per side). 6. Hollow sections shall not be spliced. 7. if larger than minimum upright Is used, the number of screws is the same. Table 1.7 And Anchoring Screen RequiEnclosure Knee Braces . Aluminum 6063 T-6 See Table 1.6 For Number And Sire Cr Screws) Note: - Than 4.6' Contact Engineer For Specifications And Details. ForRequiredKneeBracesGrea,e onpageshall be used for host s rcture a achn+entwhen knee 2. Cantilever beam deta!1 sho'sv-brace length exceeds 4'-5'. Lawrence E. Bennett, P.E. Cr/; L E :Gr._F • D='lELOPM=hTCO.YSULTANT P. O. BOX 4363. SOUTH DAYTONA. FL 32121 TELEPHONE ( 336) 797.4774 FAX ( 336) 767.6556 SEAL PAGE © COr YR1GHT 2001 c P.E. rnT Tn n= pcPPODUCED IN MOLE OR 1N PART tiITHOVT THE. MITTEN PER' USS:ON OF L/,wANCE E. BENN_TT. SECTION 1 N SELF MATING BEAM SIZE VARIES) wy z cut, CL S 7 HOST STRULt umv ROOFING 2) 2" SCONR FOR SCREW SIZEWS ( SEE ES) 2" STRAP - LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-19 FASCIA AND SUB -FASCIA 2-" x 2" ANGLE WITH (4) S.M.S. SEE SECTION 9 FOR SCREW SIZES) EACH SIDE TO BEAM SCREENED ENCLOSURES V COk% iPOSITE 2' x 3" EAVE GIRT e 6 POST TO BEAM FASTENING 6 6 (SEE TABLE 1.6) e e SCREEN MAY FACE IN OR OUT) POST SEE TABLE 1.3) REQUIRED KNEE BRACE MINIhIUM SIZE AND CONNECTION ( SEE TABLE 1.7) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS 6 e SUPER OR 6 EXTRUDED GUTTER SOFFIT TO SUPER OR EXTRUDED MAX.DISTANCE TO GUTTERUREWALLHOSTSTRUC36" WITHOUT SITE SPECIFIC ENGINEERING WA SUPER OR EXTRLDEDFASCIA RDETAIL 3 RISER OR TRANSOM SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIlL EN-118SER-D-Y_-LOP'fEMCOtiSULTA. P. O. BOX 436a. SOVTH DAYTO`• . FL 32121 TELEPHONE ( lab) 767-4774 FAX ( 335) 767.6556 SEAL PAGE © COPYRIGHT 2001 i - 24 t:OT TO BE REPROOUGEO w MaE OR IN P,LRT Y.'THOUT THE Y/RITTEN PER.`.11551pN OF IANRENGE E BEN: iETT. P. E. SECTION ISCREENED ENCLOSURES ALTERNATE SLOPED BEAM i 2" x 5" UPRIGHT OR LARGER i 2' x 4' UPRIGHT i i 1" x 2" SNAP SECTIONS i ATTACH TO 2" x 2' W/ r - 10 x 1-1/2" S.M.S. @ 24' O.C. OR CONTINUOUS SNAP SECTIONS OR 2' x 3" (4) i SPLINE GROOVE SECTION 2' x 2' PURLINS ATTACH TO BEAMS WITH () #10 x 1-1/23 " 6<:0. S.M.S. INTO SCREW BOSSES 2" x 2'' MAY BE ROTATED TO 2" x 4" 8, SCREENgCCOMODATE f3 x 5" S.M.B. P CONNECTIONBEAMOVERLAP i ' B, OR GUSSET p ' 8:8.::Q':: 2" x 7 S,M,B, . 2' x 8" S.M.B. ASTENER SIZE, NUMBER AND MINIMUM POST SIZESPATTERN (SEE TABLE 1.6) m CR EAMREQUIREDFOREACHB SIZE (SEE TABLE 1.6) a F- . x x x iv N iv *USE 2" x 7" S.M.B. FOR 2'x9"x0.082"x0.310' SUGGESTED SCREW PATTERNS FOR 2" x 4" OR LARGER UPRIGHT SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CMLENGINEER. DEVPLOP (EhTCONSULTANT p. 0. BOX 4348, SOVTH DA'rONA. FL 37-121 TELEPHONE ( 366) 767-4774 FAX ( 336) 767-6556 SEAL. PAGE © COPYRIGHT 2001 P- E' 1 i r:OT TO BEE R=PROOUCEO IN Y/HOLE OR IN Pd+R T Yrt7ri0UT THE YIRITTEN PERT USSION OF LpNNRENCE E. BENNETT, STRI SCREENED ENCLOSURES STRAP SUPER OR EXTRUDED GUTTER HOST STRUCTURE Vi/// SPACING / 2 ACING / 2 SPACING / 2 i` SPACING 12 BEAM SET SPACING 4BEAM SET SPACING - SECTION 1 2" x,_ x 0.050' STRAP @ EACH BEAM CONNECTION AND @ 1/2 BEAM SPACING 2) S.M.S. PER STRAP SEE SECTION 9) 2" S.M.S. OR LAG SCREWS I ALTERNATE (SEE SECTION 9) TRANSOM I UPRIGHT ' I CEO - I I PER OR EXTRUDED GUTTER ANGLE OR RECEIVING CHANNEL (SEE SECTION FOR DETAILS) SCREW PATTERNS MAY VARY MAX. DISTANCE FRONI F, SEE TABLES OR NOTES FOR TO HOST STRUCTURE W. SIZE AND NUMBERS RF 36' WITHOUT SITE SPECI ENGINEERING BEAM CAP SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3" = V-0" SCALE: 3/8' =1'-0' Lawrence E. Bennett, P.E. CPIR ENG7NEc'R-OE>FLOPME TC N ANr P. O. BOX 430. SOUT; 'ONFL 4 212 k TEIEPHOt1EFAXPU T6T• 6556 SE PAGE COPYRIGHT 2001 P.E. NOT TO BE REPRODUCED ltt YMOLE OR IN PART %ITHOVT THE YlRITTEtt PERMISSION OF LAIlPE ICE E. BEN.t_TT,