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1225 Berkman Cir - BC08-001621 - SCREEN WALLS (A)CITY OF SANFORD PERMIT APPLICATION 1 r" Submittal Date: Application # : 1. / G' y Job Address: Jy n I A ' Value of Work: Parcel ID' 1 / v' ' Z,pning: Historic District: 5 Square Footage: Description of Work: .................. Permit Type: • • • • • ••• • • • Building Mechanical • • • • • •Plumbing • • • • •Fire Sprinkler/Alarm Pool Sign Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing! New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines I Plumbing Repair - Residential Commercial j Plumbing/New Residential: # of Water Closets li Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: of DwellingUnits: Flood Zone: (FEMA form required) Property Owner: A- f -le A-p • • CU`r Contractor``: L ,L l Vj e /nCl Address: /Ce1 4tau t7 }, a Address: r. L 9ndo, -L 38r I ' 166 J Phone: J'a 3'0 I q State License Number: Bonding Company: Mortgage Lender: . Address: Address: Phone: Architect/Engineer: Fax: Address: u M T6 r Phone: U a 3'aa 1rFax: .3 3 080 E-mail: ei-76 22 dt ICc tCJb Plan Review Contact Person: 1 `% %aP %IJbU 'it i) e--r 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 separateIGNS, WELLS, POOLS, FURNACES, BOILERS; HEATERS, TANKS, andpermitmustbesecuredforELECTRICALWORK, PLUMBING, S 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 FORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THEFIRSTINSPECTION. 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 ofthiscounty, 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 ofthe property of the requirements of Florida Lien Law, FS 713. Date Signature of Co ractor/Agent — Date Signature of Owner/Agent —s-+ X Print Owner/Agent's Name Print C ntractor/ gen ' Na Date ig tune of Notary -State of ri a e ( j( Signature ofNotary -State of Florida — Notary Public State of Florida Marlette R Mosley My Commission DD672921 . a a Exptrgs 07/0612011 Owner/Agent is — Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: _ Rev 07.01 UTIL: FD: Contractor/Agent is Personall I wn to Me or Produced ID ENG: BLDG: CITY OF SANFORD PERMIT T APPLICATION 00 Submittal Date: i vApplication # : MA n C v oe -54- IJL Value of Work: $ Job Address: `` Zoning: Historic District: Parcel ID: / Q ` , 15 Square Footage: ........... Description of Work:........................................................ Pool Sign Electrical Mechanical Plumbing Fire Sprinkler/Alarm Permit Type: Building Temporary Pole Electrical: New Service - # of AMPS _.— Addition/Alteration Change of Service p y Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Mechanical: Residential # of Water &Sewer Lines # of Gas Lines Plumbing/ New Commercial: # of Fixtures Plumbing Repair -Residential Commercial Plumbing/New Residential: # of Water Closets occupancy Use Group(s): Occupancy Type: Residential Commercial Industrial o y FEMA form required) of Dwelling Units: Flood Zone: ( . . . . . . . . . of Stories: ................................. n' •••••••••• Construction Type .. .......................................•/1f Contractor: DIPropertyOwner: iu r' Address: I I D Cer,rtz Address: 6 I V I We Al C1 b05 1 a Phone: J'' "a' q State License Number: b7 i`! / 60 I E-mail: Phone: Mortgage Lender: Bonding Company: Address: Address: Phone: Architect/Engineer: Fax: Address: °-,'3 .3-08'3f E-mail: e eZ 6rialie @ Plan Review Contact Person: M TaI/,Q.y Phone: a. 'aa'lyFax: lI.SbCc,'ii /)eT d to meet standards of all laws regulating construction in this juriHEATERSsdiction. I uTANKSd that a separate Application is hereby made to obtain a permit to domtthe work and installations as.indicated. l certify that no work or installation has commenced prior tot e issuance of a permit and that all work will be perpermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulating construction and zoning. FOR F COMMENCEMENT MUST BE RECORDED AND POSTED ON BEFORE RECORDING YOUR A NOTICE OF COMMENCEMENT MAY RESULTRCN YOUR PAYING TWICE WARNING TO OWNER: YOUR FAILURE TO RECORD IMPROVEMENTSTOYOURPROPERTY. THE JOB SITE BEFORE THE A NOTICE O FIRST INSPECTION.ENCEMEN TEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATT NOTICE OF COMM om other governmental entities such as water management districts, state agencies, or federal agencies. this county, and there may be NOTICE: In addition to the requirements of this permit, fere may be additional restrictions applicable to this property that may be found in the public records o additional permits required Acceptance of permit is verification that I will notify the owner of the property of the requirements Florida Lien Law, Fi i)3• e Date n Date Signature of Co ractor/Agent Signature ofOwner/Agent -Tor re, —It,wo T- XPrint C ntractor/ gen ' Na O PrintOwner/Agent's Name Date ig ure of Notary -State of ri a e Signature of NotaryStateof Florida - Notary public State of Florida Marlette R Mosley My Commission DD672921 a Ex it s 0710612011 A—M it Personally K,Aowgto Mc,or Owner/Agent is _Personally Known to Me or Produced [D I--- Produced ID AQ ENG: BLDG: APPROVALS: ZONING: 11111 UTIL FD: Special Conditions: Rev 01. 07 i IIII 191l t11i1 II ill II ill II Ili 11 III li IIl! 111 II III IL III I IIIIThisInstrumentPreparedBy: Tiffany Tefft i 4901 Vineland Road, Suite 500 MARYANNE MORSE, CLERK OF CIRCUIT COURT Orlando, FL 32811 SEMINOLE COUNTY BK 06745 Pg ;12141 (1Rg) I CLERK'S # 2007096482 RECORDED 07/IDi?l2007 09034:53 AM RECORDING FEES 10,00 RECORDED BY H DeVere Permit No.: NOTICE OF COMMENCEMENT STATE OF FLORIDA, COUNTY OF SEMINOLE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) REGENCY OAKS UNIT THREE LOT 298 1225 BERKMAN CIRCLE PB 72, PGS. 9-11 2. General description of improvement: NEW CONSTRUCTION TOWNHOME E 3.-- .Owner information I a. Name and address: Pulte Home Corporation 4901 Vineland Road, Suite 500 Orlando, FL 32811 b:Interest in property: c.' Name and address of fee simple titleholder (if other than owner): 4. Contractor: Pulte Home Corporation 4901 Vineland Road, Suite 500 Orlando, FL 32811 r 5. Surety a. Name and address: b.: Amount ofbond $ 6. Lender' (name and address) i s 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served j as provided by Section 713.13(1)(a)7:, Florida Statutes: name and address) 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes:(name and address) 9: Expiration date of notice of commencement (the expiration date'is 1 year from the date of recording unless a different date is specified) L; Sworn n ibscribed b e m this day of .2001. Scott Paige (Att rney-in-Fact) Owner's Name; Pulte Home Corporation SignatVotary PIP) Owner's Address: 4901 Vineland Road Suite 500 Notary's Name Orlando, FL 32811 TIFFANY TEFFT R MY COMMIS510N a DD 5207.91 Notary's Commission Expires: EXPMES: klarch 15, 2010 Bondad ru Notary Publlc IJngg Wiiters ALL INFORMATION MUST BE TYPED OR PRINTED LEGIBLY TO COMPLY WITH RECORDING REQUIREMENTS. r=.. Y" fir. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 BERKELEY CIRCLE D"m JoHNsoN. CFA, ASA FUM y . PROPERTY APPRAISER g SEMINOLE COUNTY FL. N 1101 E. FIRST sT 31F Tr4CTA CLj SANFORD, FL 32771.1468 407.665-7506 5 2-e 2008 WORKING VALUE SUMMARY Amendment 1 impact not refiecteo GENERAL Value Method: Market Parcel Id: 28-19-30-519-0000-2980 Number of Buildings: 0 Owner: PULTE HOME CORP Depreciated Bldg Value: $0 Mailing Address: 4901 VINELAND RD SUITE 500 Depreciated EXFT Value: $0 City,State,ZipCode: ORLANDO FL 32811 Land Value (Market): $25,880 Property Address: 1225 BERKMAN CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: REGENCY OAKS UNIT THREE Just/Market Value_ $25,880 Tax District: S1-SANFORD Assessed Value (SOH): $25,880 Exemptions: Exempt Value: $0 Dor: 0003-VACANT TOWNHOME Taxable Value: $25,880 Tax Estimator Portability Calculator 2007 VALUE SUMMARY SALES 2007 Tax Bill Amount: $581 Deed Date Book Page Amount Vac/Imp Qualified 2007 Taxable Value: $31,140 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1.000 25,880.00 $25,880 LOT 298 REGENCY OAKS UNIT THREE PB 72 Permits PGS 9 - 11 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JusWarket value. http://www.scpafl.orglweb/re web.seminole_county_title?parcel=28193051900002980&cp... 5/7/2008 Permit #: Project Name: 08-1621 Screen Room Address: 1225 Berkman Circle Plans Reviewed By: Richard Denman 407.330.5656 THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All current Florida Building Codes are to be complied with. 6. Any error or omission in this plan review shall not be construed to, gent approval of any violation of any adopted Codes or Municipal Ordinances of this Jurisdiction. 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA' STATUTES. El V l n ITS v PERMIT DATE;. A i PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 298, REGENCY OAKS UNIT THREE AS RECORDED IN PLAT BOOK 72, PAGES 9-11 OF THE PUBLIC RECORDS OF SEMINOLE .COUNTY, FLORIDA. BERKMAN CIRCLE BERKELEY ACIRCLERIGHTOFWAYVARIES 100.00' o N900000" E I I. I l cu W I C IT' 1 3 c ZII 00" Rn n F1 Cr CA I J i . L. f91 48 7't 8 c, o a o 17. 3' - o p 10 O P 42.7 o i7. 3 CLl V 0, 8 w r 0 0fno i z ZI z0o 600 Z A cJ L 0 f °rorn 0 Pi v 17.3' t1 Q ;pn fa 0 0 fn q 42 7 C o U.u' I ---- -- — m ln.. a 17. 3'o o 5g W I" Q q 1 litzao °, 0 0 13 Do — Li 5 W 17, 3.' I opal" L tooo U R' 17. 3 N too w 19.0 80.' i' tp 0 N V —I4YionN6h' 7•'i L5E_1 87•S19'_ 12.12, ±„ =— c-- DRAINAGE. EASEMENT S 90- 00'00" W I I100. 00' I TRACT A COMMON AREA} ROADISAY; ACCESS, RECREATION, LNJOSCAPE, DRAINAGE & UTILITIES i Lo N BUILDING SETBACKSBUILDINGPOSITIONED PER LAYOUT i FRONT: 191 DRAWING .PROVIDED BY CLIENT REAR: 13' LEGEND SIDE: 5 BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH . CENTERLINE POEI POINT OIO..BOUNDARY PREPARED FOR: RIGHT OF WAY LINE X PROPOSED ELEVATION POL POINT ON LINE PCC POINT OF. COMPOUND CURVATURE POC POINTONCURVEFULTEHOMES PROPOSED DRAINAGE FLOW OR OFFICIAL. RECORD PD PLANNEDDEVELOPMENT7CONCRETE DENOTES DELTA ANGLE 1. ELEVATIONS SHOWN ARE PER ENGINEERING PROFESSIONAL SURVEYOR &MAPPER L DENOTES ARC:LENGTH C.B. DENOTES CHORD BEARING PLANS PROVIDED BY THE CLIENT. LB LB LICENSEDBUSINESS LS LICENSEDSURVEYORPCDENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT- PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE IS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES P P PERMANENT CONTROL POINT P PERPLATPTDENOTES POINT OF TANGENCY TYP TYPICALNLY. THISIS _NOT INTENDED FOR THE CONSTRUCTION OF E PROPOSEDHOUSE: REFER TO HOUSE PLAN AND OPTION M) MEASURED CALO) CALCULATED A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL ST FORCONSTRUCTION. LL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA ND FOUND C/W CONCRETE WALK RP RADIUS POINT R RADIUS RNISHED BYCLIENTANDISFORINFORMATIONAL' PURPOSES S/W SIDEWALK CS CONCRETE SLAB NLY. THISIS NOT A SURVEY P CONCRETE PAD PB PLATBOOKCCHORD LENGTH RA RIGHT-OF-WAY THIS IS A PLOT PLAN ONLY PGS PAGES NATURAL GRADE ORB OFFICIAL RECORDS BOOK I HAVE` EXAMINED THE F.I.R.M. COMMUNITY PANEL SO S0. FT: SQUARE FEET UP UTILITY PAD NO 120294 0040 E DATED 4/17/95 AND FOUND 1. THE SURVEYOR HAS NOT ABSTRACTED THE THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X LAND SHOWN HEREON FOR EASEMENTS, RIGHT AREA OUTSIDE 100 YEAR FLOOD PLAIN OF WAY, RES7RICTIONS OF RECORD WHICH THE, SURVEYOR MAKES NO GUARANTEES AS TO THE MAY AFFECT THE TITLE OR USE OF THE LAND ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F a' 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN F.E_ M.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN.. 3. NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC BEARINGS SHOWNHEREONAREBASEDONTHN.E WEST PN OF LOT 298 u} SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL FIELD DATE:) SCAT F• 1"- t30 FEET REVISED: S U V I N G APPROVED BY: SJ a MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER tB j(8393 iFORJOB NO. VB000283 LOT 298 1030 N. ORLANDO`AVE, SUITE B THE DRAWN BY: INDIVIDUAL PLOT PLAN 8-28-07 RAS WINTER PARK, FLORIDA 32789 407) 426-7979 y l4 9/B FIRMPLOT PLAN 09-28- 07 VH/1tAe WWW.AMERICANSURVEYINGANDMAPPING.COM DAMES JAY FILES PSM #4997 DATE Elite Roof 14' Top View I I I 13' Front View 6 8'5" n 00 EO bA Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header SpansforScreen, Acrylic or Vinyl Rooms w u_.. &nits TIC - 3.-CIS 4,A" 4' 6" Sections •n ,.,nhln NaI bendin 'b' or deilectlon'd' • L n" x x4"x x4"x 2M.x 3' X D.u4*._ 06.- 2" x 4" xo.045" Snit 10 -1 b 1 ° 9 -4 b 8'-9" b 8-3" b IU- V ti. v 5' 4' b 3" x 3" x 0.045" Fluted 6'-10°" b T 3"" b 6 -10" b 61$" b 8'-0" b 5'-11" b 5'9" . b 5' 8" b b T &" b 3" x gN x 0.060" S uare . 8 17-3" b T9" b 11'-4" b 10' S" b 10'-0" b b9' 8 91_1" b 1.811 b g1.4" b S'-p" 3"x 3" x 0.093" S 'are 0.125" S uare 17 7p b 8" b 14' 9" b 14'-0" 12 Y b 13=5" b 12=11" b 12'-5° b 12' 0" b3" x3".x 4" x 4" x 0.125" S uare 18 -0 b 1T-7" b 18' 6" b 15' Notes: Add horizontal distance from upright to center of brace to beam connection to eI. Above. spans do not include length of knee brace. above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 166" CIVIL & STRUCTURAL ENGINEERING P.O. Box 214388, South Daytona. F132121 Talaphons #: (388) 767-4774 Fax M. (386)767-66 Email: Iebpe®be1lsaulhJ10 PAGE 3A-25 COPYRIGHT 2006 THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE. NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT FSECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions for Screen, Acrylic or Vinyl Rooms Cantilever) nU ...,1—Hu'- nsina desidn load of 13.0 #ISF. (48.3 #ISF for Max. Notes: 1. Above spans do not Include length of knee brace. Add horizontal distance from uprignEconnectiontotheabovespansfortotalboomspans. 2. Spans may be interpolated. Lawrence E. Bennett,: P.E. FL # 16644 CIVIL & o STRUCTURALRASouthoaylonGI EERINO P. 32121 Telephone M (386) T67-4774 Fax #: (966) 767450 Emall: Ie0e0be8south.net PAGE © COPYRIGHT 2005 WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. 6ENNETT, P.E. 3A-12 NOT TO BE REPRODUCED IN SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD l a, A B SINGLE,SPAN CANTILEVER UNIFORM LOAD l l A B C 2 SPAN SECTION 3A UNIFORM LOAD l l l A B C D 3 SPAN UNIFORM LOAD l l l l A B C D E 4 SPAN NOTES: 1) l = Span Length a = Overhang Length2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. 5) Span condition = number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence. E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, R 32121 Telephone #: (386) 767-4774 Fex #: (386)767-6556 Email: lebpaCbellsouth.net PAGE Q COPYRIGHT 2008 3A-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF P' S: 4)1/4" x 4". LAG BOLT 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTI W/ MIN. (3) #10 x 1-1 S.M.S. IN SCREW BOSS a................ SECTION 3A RISER PANELS ATTACHED PER CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3)#10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #; (386) 767.6556 Emall; labpa(Mbellsouth.net PAGE COPYRIGHT 2008 3A-7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24'. O.C. ALTERNATE CONNECTION: 2) #10 x'1-1/2" S.MS .. HROUGH SPLINE GROOVES IDE WALL HEADER kTTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" M. S. IDE WALL GIRT ATTACHED 1 It x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1/4" ONCRETE / MASONRY NCHORS Q 6" FROM EACH OST AND 24" O:C. MAX. AND VALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER TAIL SCALE: 3" = ' " Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P. O. Box 214368, South Deytona,F132121 Telephone M (386) 767-4774 Fax #: (386) 767.6556 Emall: lebpe(gbellsouth net PAGE 7Q) p IGHT2008 3A` 6T TO H REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. RAjaLTFRwABlw 1---- IrtMTE® R -& - Bc-"l. ro7ta'. r- PzFo1 CJVL a 87MJMWU-> so" — PAW li B HARiwtfiT1M1 LRRIY..nmw'. gvrw° r-. — anMmUWS OR R r MR j PMMORTSJUTAL SIOXMILULORWWOSMOSPACOGiroA s ROW PAM s Exo= FAG 1"Mme . is F r_a;cI w: I' 5 o5wavw— RDWCAP PAN EACH AWMAITPAHMM P=WVoc PWAM pAITo 11 MA WHO rmm-ro cr+ WnKrl To um MasaLo1ASW 130 U 160 Lis CMAILOO um com olozo. 11900 FS e it PRAMI NCI HimstrLMUL Wamw AW PAN PAML mmowrod7). mnmemm AA OW gWnON 7 w w .r.:::..••.rrn•• iir• I 11 ./1 ••rrr•••• r J A 1I II Design Check List for Screen / Vinyl Room (Page 1 of 2) I. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual byLawrenceE. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Supplements, Chapter 20' ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure B'J ]/ or''C'a ,or'D'II; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120MPHorI.Jy MPH for 3 second wind gust velocity load; Basic Wind Pressure ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A-ii: a. "B" exposure = PSF for Roofs & PSF for Walls b. "C" exposure = PSF for Roofs & PSF for Walls c. "D" exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18 For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A-C on page 3iii. II. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. Ed Senez Phone: 386-775-4915 Contractor / Authorized Rep* Name (please print) Date: Contractor / Authorized Rep* Signature Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: Yes lA. Project name & address on plans .... ..:. ........................ mB. Site plan or survey with enclosure location ..................................... ImC. Contractor's / Designer's name, address, phone number, & signature on plans .... D. Site exposure form completed ................................................. E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: 1. Plan view with host structure area of attachment, enclosure length, and ........ projection from host structure . 2. Front and side elevation views with all dimensions & heights .................. IZI3. Beam span, spacing, & size ................................................ Select beam size from appropriate 3A.1 series tables) UJI4. Upright height, spacing, & size .............................................. Select uprights from appropriate 3A.2 series tables) Check Table 3A.3 for minimum upright size) 5. Chair rail or girts size, length, & spacing .................................... Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length, location, & size ........................................ Check Table 3A.3 for knee brace size) IV. Highlight details from Aluminum Structures Design Manual: Yes mA. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... Section 3A tables used: Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to MPH wind zone and/or "C" or "D" Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH @ MPH 0.00 (b or d) x 1p.00 (b or d) x 1.00 (b or d) = IWindZoneMultiplier ** 4 Exposure Multiplier *` Must have attended Engineer's Continuing Education Class within the past two years. Appropriate multiplier from page 3A-ii and page 3A-iii. b-7 Design Check List for Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights ........................... Tables 3A.2.1, 3A.2.2, or 3A.2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height -I Required Span @ 120 MPH 1 @ MPH 0.00 (b or d) x 1p.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier ** —J I— Exposure Multiplier — Yes 0 No C. Table 3A.3 with beam & upright combination if applicable ................ D. Connection details to be used such as: El1. Beam to upright........................................................... ED2. Beam to wall.............................................................. El 03. Beam to beam............................................................. El..... 0 4. Chair rail, purlins, & knee braces to beams & uprights ........................ ElID5. Extruded gutter connection ................. ......... . ... E6. U-clip, angles and/or sole plate to deck ...................................... EE. Foundation detail type & size .................................................. Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 r- e m.n auddow ........ ................ ........................ a Pi'y "cm No A. .............................. --- Ele ` i....:.w............ ' sasseo anan wase..r ate' ............... ....._ L....h{ ' .......... r... .. r. .. •••. ill iTa-p ,.. d• `t wiclussb .lA,. dt. Nei doi °f .... ... ......... Ire dbdMM:........... ....., . .............. ............ P l be 1 Val b', ... .. ....................... , 0. t .... .... SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION DETAIL 1" x 2" WITH 3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS 2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 114" x 2-112" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN, 34/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ALTE t%'A ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 114" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH — SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE BEAM/HEADER HOLLOW UPRIGHT TO BASE V UPRIGHT TO BEAM DETAIL ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S:M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE HEADER BEAM 4) #10 x 1/2" S.M;S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 2" x 2" OR 2" x 3" OR 2" S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Email: lebpegbellsouth.net PAGE © COPYRIGHT 2006 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAW RENCE E. BENNETT, P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) L-vv/ ... MAX. / H` / UPRIGHT HEIGHT (h) 1" k 2" MIN. 3-1/2" SLAB.ON GRADE VARIES OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37) W/ SOLID ROOF TYP. FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW' LOAD WIDTH + FOR ROOF BEAM ALTERNATE CONNECTION P/2' —.._. _.. --... 'P/2' ..._ . Q FASCIA ALLOWED SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS SEE TABLES) z O.H. SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH P' VARIES NOTES: 1, ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'=0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS M AND INTERNALLYOY 1W/ ANCHOR CLIPS AND (2) #8 SCREWS WO/ WA HERS@ EACH COLUMN H POINT OF CONNECTION. 2. SELECT FRONT 1jVALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100- 1231 130 1 140 1 150 8 1 #10 1 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P. O. Box 214368, South Daytona, A 32121 Telephone #: ( 388) 767-4774 Fax #: (386) 767-6556 Email: lebpe @bellaouth.net PAGE © COPYRIGHT 2006 OUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITH SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM SEE TABLES 3A.1.3) SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST ICAL SLOPED SOLID. ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM SEE TABLES 3A.1.4) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: IebpaCbellsouth.net PAGE COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3A-1 4 SECTION 7 SOLID ROOF PANEL PRODUCTS a— IAA W Lawrence E. Bennett, P.E: FL # 16644 — Elite Aluminum Corporation CIVIL STRUCTURAL ENGINEERING i_ 1801 N.W. 64th Street p,0. Sox 214368. South Daytona, F132121 Pena! Ftoduct Ft Lauderdale, FL 33309r 491-1433 Telephone M (388) 76 774 outh.nat 80) 787 Tel: (954) 491-3700 Fax: (954 Email PAGE © COPYRIGHT 2006 7'36 NOT TO SE REPRODUCED IN WHOLE OR IN PART Yyt7H0UT THE vxITfEN P rr, ISSION OF LAWRENCE E. 6ENNEP SECTION 7 t ' SOLID ROOF PANEL PRODUCTS u FL # 16644 y . EIMUE 0 Lawrence E. Bennett, P.E Elite Aluminum Corporation CIVIL & STRUCTURAL ENGINEERING _ _: 1801 N.W. 84ttt Street P.O. Box 214368. South Daytona, A 32121 a_na! Ftoduct_ - FL Lauderdale, FL 33309491-1433TelephoneM (386) 787-4774 Fax #. (386) 767.6556 Tel: (954) 491-3700 Fax: (954) Emali: lebpe0bellsouth.net PAGE © cOPYRIGHT 20D6 WITHOUT THE NRITTEN PERMISSION OF LP.HIRENCE E. BENNEir, P•E• 7'36 NOT TO BE REPRODUCED IN WHOLE OR IN PART