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Home My WebLink About146 Rockhill Dr (5)CITY OF SANFORD•PERMff APPLICATION Permit # : _ NO.- a O (f Date: FCb • (O- ZOO(ECEIVED Job Address: M, ROC-KNILL Da. ,, $q py FL 0771 Ann „ Descdption of Work: VX 14' &WCRtTf SLAB W ITN A r7' X)q' 4LA6,5 /%orv% • wDu Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire SptinidedAarm Pool Electrical: New Service - # of AMPS Addition/Altmdon Grange of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout dt Enagy Calm Required) Plamblug/ New Commercial: # of Futures # of Water dt Sewer Lines_ # of Gas Lanes Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commacial Occupancy Type: Residential Commacial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name&Address: T.vt CRotr'r 1% Roe.lelilLL Da. S AryFvWA F1 3272) Contractor Name & Address: 120 Cef'trCLI Phone & Fax: am Bonding Company: Address: Mortgage Lender. Address: Phone: Saes License Number. Contact Person: & rba r.- 17011 & 4 e Phone:-yto - 775 - y9 S ArchitecHEngacer. Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsmgukdagconstructioninthisjurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, eta OWNER'S AFFIDAVIT: I ep4ify that all of the foregoing information is accurate and that all worst will be done in compliance with all applicable laws regulating. construction and mooing. 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 ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: a addition to the requireatwa of this pertak there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and these may be additional pemdit required from other governmental a dues such a, water management districts, state agencies, or federal agencies. Acceptance of pe 'fiction that [ wi otify the er of the property of tlu tequiremems of Florida Limo IFS .13. 210 x 7 folb(o S'gnagae of Ownefi i- 1 ate Sigmture of ContractodAgem Data Print 1ent' s N e Print Co trctor/Ag •s N - - of Notary-StnDlazgnature of Notary-StateMY CommisslonDDMyCommfsebnorw EzCiros July Otf, 200 a w LAOres July 06, 2007 OwnedAgent is Personal r Known to Me or ContractodAgent is , Petsoaa ly Known to Me or Produced ID —Produced ID 79 rX ISILY) APPLICATION APPROVED BY: Bldg: Zany Udlities: FD: Initial & Date) ( Initial & C y ( Initial &Date) ( Initial &Dire) Special Conditions: z• ` o C1 I Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 fAi 26 j 2521,11 L DR r D"ID JOHNSON. CFA. ASA APPRAISER PROPERTY 77 ,e SEMINOLE COUNTY FL. 1101 DR E. FeRSTST SAN FORD. FL 32771-14M 407-665-7506 ll 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-516-0000-1170 Number of Buildings: 1 Owner: CROFT THOMAS J & DIANE H Depreciated Bldg Value: $151,017 Mailing Address: 146 ROCKHILL DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $45,000 Property Address: 146 ROCKHILL DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: COUNTRY CLUB PARK PH 2 Just/Market Value: $196,017 Tax District: S1-SANFORD Assessed Value (SOH): $122,600 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $97,600 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $2,731 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $1,876 SPECIAL WARRANTY DEED 09/2000 03926 0758 $130,100 Improved Yes Save Our Homes (SOH) Savings: $855 WARRANTY DEED 06/2000 03870 1631 $23,500 Vacant Yes 2005 Taxable Value: $94,029 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick... Method Units Price Value LOT 117 COUNTRY CLUB PARK PH 2 PB 54 LOT 0 0 1.000 45,000.00 $45,000 PGS 22 THRU 24 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2000 8 1,718 2,231 1,718 CB/STUCCO $151,017 $155,688 FAMILY FINISH Appendage / Sgft SCREEN PORCH FINISHED / 78 Appendage / Sgft GARAGE FINISHED / 400 Appendage / Sgft OPEN PORCH FINISHED / 35 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http:// www.scpafl.org/pls/web/re_web. seminole_county_title?parce1=3 3193051600001170... 5/ 1 /2006 HIM I hereby name and appoint Date: Jain I q , tero Marla Q. DSI of Alum 1 nl l rn S9ec&Gi&,.myluwfwm=eY in fact to act for and apply to lJ't' J a.r for a WnSs mfn permit for work to be perfmwd at a location de=Imd as: Section Township Range Lot 11 -7 Block Addmo of Job) tYj Ciro-+ . Iq(o bCl h 0.AL , CU -Z7j3 and Address) and to sign my name and do all things messmy to this appoinameat. qSe- nez— CrM er Prat name of Certified C.omracw and Aclmowiedge& Sworn to and mAmuft ed Wm erne this Day of 4 A.D. 6(. PUBLIC - STATE OF nORIDA Notary Public, Stake ofFlmuk Vera L. Lovelace Commission # DD471107 Expires: SEP. 12, 2009 Seal) Bowed T}u luDAtlantic Bord jy Cod lnc. My Commission Expires: ;IJ,1ZMo_T 1 /2iir J''! 12-10 U111YRI I/Cu V-Dr . SCoford, f-l. ?s?.773- 11111ill III U100ill IgW9Wi;;a 41i11470,uo 14W1Vsi lI o NOTICE OF COMMENCEM"'ft- Mlftflf CUM OF CIUI7 MOT WAIMU Lamy Permit No. 8HrL*"i 44 Opp) State of Florida CLERK* S # County of Seminole REWMWD 04/19/ 02:25:03 00 RECMIh16 FEES 10.00 The undersigned hereby gives notice that improvement will be made to certffiff4 j'ei l , A accordance with Chapter 713, 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) to M ILL 'DA . RTIFIED CQpr' Roc.K 2. General description of improvement: 3. Owner information a. Name and address ma Roam 16l O!Z • Sr,.rFDRA . F-t 349771 \. b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) A WnA 4. Contractor a. Name and address Eo S E N t z. h L kA r N N M SPrUPr` I S75. N 1 G eert1ra1 ly ie- Tyr. ---rn-brcl b. Phone number y3?-3 a3 - as 19 Fax number 36±, 6. 7. 8. Surety a. Name and address b. Phone number - _ c. Amount of bond _ Lender a. Name and address do nl of Fax number b. Phone number Fax number Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.130)(a)T, Florida Statutes: a. Name and address b. Phone number In addition to himself or herself, Owner designates Fax number of to receive a copy of the Lienor's Notice as provided in Section 713.13( 1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from th of re d' unless a different date is specified) Si lure o er Sworn to ( or affirmed) and subscribed before me this day of —ebb liar\j , 20 d 2 , by i hon') Qr, ro 'F Personally Known ( OR Produced Identification Type of Identification Produced L11 OCYSGIQ &V b. Meftft R MOWW My Commission DDICIM W I Ea-ires July 06, 2007 of Commission Expires: 9' x 14' Glass Room 1/4" = 2' Tom Croft 146 Rockhill Dr. Sanford, FL. Ed Senez Aluminum 720 N. Volusia Ave Orange City, FL Layout: M.W.S. (4/5/06) 12'10" 0 4 Deadlight A Deadlight 2xg) Double S.M.B. Wooden Column 13' Inside View HOST STRUCTURE V 16' A Top View 2' 9-6" 3" Elite 4'6" Roof DeaOi& nnmi ts 20) Edge Beam N N 56" N N 24' Kidipl e 14' Front View g'6" Elite Roof Will Attach Here 0 v00 GLASS & MODULAR ROOMS SECTION 313 INTERIOR BEAM (SEE TABLE; 3B.1.4 SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3B.1.5) ENC HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL 1 TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. o/J ' LawreCM u E. Bennett, OT P.EF L#16644 P.O. BOX 214388. SOUTH DAYTONA. FL 32121iyGA?vck- t pa, TELEPHONE: (380)757-4774 FAX (M 76741666 PAGE NOT TO SE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT, P.E. 313- ED SMEZ Al I IMINI IAA WMAI mr m SECTION 313 GLASS & MODULAR ROOMS Of TYPICAL GLASS ROOM WITH SOLID ROOF p TYPICAL FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) EDGE BEAM (SEE TABLES 313.1.1, 3B.1.2 & 3B.1.3) 1'x2' MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOTING IFOR FOOTINGS SEE DETAILS AGE 36-70, 71, 72) LW' LOAD WIDTH BEAM ALTERNATE CONNECTIONFORROOF P/2''p/2, (cif FASCIA ALLOWED SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS SEE TABLES) z OtO.H. 9 N V SOLID ROOF NO MAXIMUM rn ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VA+ 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. Wl WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-W O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3B.1.4 USING P/2 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -123 130 TYPICAL GLASS ROOM LE: 3L s-=-1'-0" Lawrence E. Bennett, P.E. FL # 1664CMEHQn C= DEVELOPMENT'CONSLLT"r P.O. BOX 214M. SOUTH DAYTONk FL 32/21 EPTELHONE: (M) T6T M4 FAX (3B9) W-65511 PAGE ® COPYRxiMT2004 36-Z NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNET f. P E ED SEIIF7 Al lb',i .I: it jj ter,. . , — GLASS & MODULAR ROOMS CONVENTIONAL FRAMINC ALUMINUM FRAME SYS' AS MIN. SHEET ONE SIDv_ Tw 0.040" ALUMINUM COIL FOR SCREEN ROOM OR BOTH SIDES W/ 0.0240 COIL FOR GLASS ROOM USE STANDARD NAIL OR SCREW PATTERNS FOR ANCHORING I SECTION 313 WINDOW FRAMING CAN ATTACH DIRECTLY TO HEADE W/ #10 x 3/4' TEK OR S.M.S. 0 6' FROM EACH END AND 120 O.C. MAX TOP AND BOTTOM GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS 0 0 d a , • , d d: GLASS ROOM WALL SECTION SCALE: 3' =1'-W Lawrence E. Bennett, P.E. FL # 16644 CMS &MMI ER- ME1.0PAMY TCONSULTAHT P.O. BOX 214380. SOUTH DAYTONk FL 32121 TELEPHONE: (3M 7U-4774 FAX: (385) TOT40M PAGE COPYRNINT2M NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3B-5 M MAS" A) 1 94 if%11 rn % wwwwr • • -,-- GLASS B MODULAR ROOMS c I SECTION 3B I 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/ 1/4" x 2-1/2' CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2' SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER AL ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" 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. 6x6-1000 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE OW UPRIGH' LIGHT TO BE BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS TO BASE M DETAIL MIN. (3) #10 x 1 1/2' S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8' MIN. IN CONCRETE F7 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" = T-W Lawrence E. Bennett, P.E. FL # 16644 CM &MINEER-PEMOPMElvrCONSULTANT` P.O. BOX 2143M SOUTH DAYTONA. FL 32121 TELEPHONE: CJW 7d74T74 FAX: (366) 7574M PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEIT, P.E. 313-11 GLASS & MODULAR ROOMS SECTION 313 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. W FROM EACH END OF POST AND 24' O.C. ALTERNATE CONNECTION: 2) #10 x 1-1/2' S.M.S. HROUGH SPLINE GROOVES IIDE WALL HEADER 1TTACHED TO 1' x Y OPEN IACK W/ MIN. (2) #10-x 1-1/2" M.S. IDE WALL GIRT ATTACHED T 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 ONCRETE W/ 1/4' x 2-1/4' ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24' O.C. MAX. AND MALLS MIN. I* FROM EDGE OF 0NCRETE PICAL & ALTERNATE CORNER DE IL SCALE: r =1'-0' Lawrence E. Bennett, P.E. FL # 16644 Cm ENGINEER - DEygoP1/ m CoNS XTmr P.O. Box 2143M SOUrM DAY7ONA. FL 32121 TELEPHONE: rAG) 757-4774 FAX: (3W) 7074= PAGE corymma nu NOT TO BE REPRODUCED IN WWR HOLEORINPARTHOUT THE WRrITEN PERMISSION of LAWRENCE E BENNETT. P.E 3B-1 SECTION 3B COMPOSITE ROOF PANELS" 4)1 /4" x 4' LAG BOLTS W/ 1-1/4' FENDER WASHERS PER 4'-0" PANEL ACROSS THE RONT AND 24' O.C. ALONG SIDES 2'x2"OR2'x3"HOLLOW GIRT AND KICK PLATE 2" x 2' HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES GLASS & MODULAR ROOMS RISER PANELS ATTACHED CHAPTER T TYPICAL UPRIGHTD IL HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-112" S.M.S. IN SCREW BOSSES 2'x20.20x30OR3'x2' 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 CW ELK #MM-DEMOPANWCONSUITANT P.O. BOX 214M SOUTH DAYTO A FL 82121 TE.L"")Ne (=)TV-4TT4 FAX (3BS) T6 -00 PAGE To co"mONT20043B-14NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BEPINETT, P.E Pwmr..- ..... GLASS & MODULAR ROOMS SECTION 313 UNIFORM LOAD SINGLE SPAN CANTILEVER UNIFORM LOAD 2 SPAN UNIFORM LOAD 1 OR SINGLE 8-PAN UNIFORM LOAD UNIFORM LOAD 3 SPAN A B C D E 4 SPAN NOTES: 1) 1 = Span Length Overhang Length 2) 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. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER- DEVELOPAIENTCONSU.TMT P.O. BOX 214369. SOUTH DAYTONA. FL XH21 TELEPHONE (909) 7U-4774 FAX: (999) T97460 PAGE COPYRWNTam 27 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3B- GLASS & MODULAR ROOMS I SECTION 313 Table 3B.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions Glass & Modular Rooms For 3 second wind gust at 120 MPH velocity; using design load of 27 #/SF (43 #/SF for Max. Cantilever) Aluminum Allov 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span 'IV: I bendin 'b' or deflection'd' Load Width (R') Max. S an'L' / bending'b' or deflaction'd' 1 & 2 Span 3 Span 4 Span Max' Cantilever 1 & 2 Span I 3 Span 4 Span Max. Cantilever 5 T-11" d 4'-0" b 1 4'-0" b 1'-0" d 5 4'-2" d 5-1" b 4'-11" b 1'A" d 6 3'-9" d 4'-3" b 4'-1" b 0'-11" d 6 3'-11" d 4'-8" b 4'-6" b 1'-0" d 7 3'-6" b 3'-11" b 3'-10" b 0'-11" d 7 3'-9" d 4'-4" b 4'-2" b 0'-11" d 8 3'-3" b 3'-8" b 3'-7" b VAT d 8 3'-7" d 4'-0" b 3'-11" b 0'-11" d 9 3'-1" b 3'-6" b 3'-4" b 0'-10" d 9 3'-5" b 3'-9" b 3'-8" b 0'-10" d 10 2'-11" b 3'-3" b 3'-2" b 0'-10" d 10 1 3'-3" b 3'-7" b Y-6" b 0'-10" d 11 2'-10" b 3'-2" b T-W b 0'-9" d 11 3'-1" b 3'-5" b 3'-4" b 0'-10" d 12 2'-8" b 3'-0" b 2'-11" b 0'-9" d 12 2'-11" b 3'-3" b 3'-2" b 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Spa 'V I(bonding 'b' or defl action 'd' Load Width (ft.) Max. Span'L' / bendin 'b' or deflectlon'd' 1 & 2 Span 3 Span 4 Span Max. Cantilever 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 4'-6" d 5'-0" d 5'-5" b 1'-2" d 5 57 d 6'-3" d 6'4" d 1'-3" d 6 4'-3" d 5'-1" b 4'-11" b 1'-1" d 6 4'-9" d 5'-10" d 5'-10" b 1'-2" d 7 3'-11" d 4'-9" b 4'-7" b 1'-0" d 7 4'-6" d 5'-7" d 5'-5" b 1'-2" d 8 3'-10" d 4'-5" b 4'-3" b 0'-11" d 8 4'-4" d 5'-3" b 5'-1" b 1'-1" d 9 3'-8" d 4'-2" 4bT-10" 4'-0" b 0'-11" d 9 4'-2" d 4'-11" b 4'-9" b 1'A" d 10 3'-6" b 3'-11" b 0'-11"d 10 3'-11" d 4'-B" b 4'-6" b 1'-0" d 11 3'-4" b 3'-9"3'-8" b 0'-10" d 11 0" d 4'-0" b 4'4" b 0'-11" d 12 3'-3" b 3'-7"3'-6" b 0'-10" 3'-9 d 4'-3" b 4'-2" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span'L' I (bonding'b' or deflection'd' Width (ft.) Wax. Spa n'L' I bending'b' or deflection d' 1 & 2 Span 3 Span 4 Span Max. Cantilever 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5'-7" d 6'-3" b 6'-1" b 1'-5" d 5 7'-2 b 8'-0" b 7'-9" b 1%10" d 6 5'-2" b 5'-9" b 5'-7" b 1'4" d 6 6'-7" b 7'-4" b 7%1" b 1'-9" d 7 4'-9" b 64" b 5'-2" b 1%3" d 7 6'-1" b 6'-9" b 6'-7" b 1%8" d 8 4'-5" b 4'-11" b 4'-10" b 1'-2" d 8 5'-8" b 6'-4" b 6'-2" b 1'-7" d 9 4'-2" b 4'-0" b 4'-6" b 1'-2" d 9 5'-4" b 5'-11" b 5'-9" b 1'-0" d 10 3'-11" b 4'-5" b 4'-4" b 1'A" d 10 5'-1" b 5'-8" b 5'-6" b 1'-5" d 11 3'-10" b 4'-3" b 4'-1" b 1'A" d 11 4%10" b 5%5" b 5'-3" b 1%5" d 12 3'-8" b 4'-1" b 3'-11" b 1'-1" d 12 4'-8" b 5'-2" b 5'-0" b 1'-4" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16W CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 787-4774 FAX: (366) 767-6= PAGE C) COPYRIGHT 2M NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3B-31 ED SENEZ ALUMINUM SPECIA W 0 4 I- i D 0 R 7n SZ x R1 nN 2 i OD l"c m A rn V Table 38.1.4-120 Allowable Spans For Fourth Wall or Miscellaneous Framing Beams for Glass & Modular Rooms For 3 second wind gust at 120 MPH velocity; using design load of 27 NSF Aluminum Alloy 6063 T-6 Single Self -Mating Beams Tributary Load Width 4'-0" 1 6'-0" 1 8'-0" 1 10'-0" 1 12'-0" 1 14'-0" 1 16'-0" 1 18'-0" 1 20'-0" 1 22'-0" 1 24'.0" 1 26-0" Allowable Span 'L' I bending'b' or deflection 'd' 2" x 4" x 0.044" x 0.100" 8'-8" d 7'-7' d 6'-8" b 5'-11" b 1 5'-5" b 5'-0" b 4'-9" b 4'-5" b 4'-3" bi 4'-0" b 3'-10" b T-8' b 2" x 5" x 0.050" x 0.100" 10'-8" d 9'-4' d 8'-3" b T-4" b 6'-9" b 6'-3" b 5'-10" b 5'-6" b 5'-3" b 4'-11" b 4'-9" b 4'-7" b 2" x 6" x 0.050" x 0.120" 12'-6' d 10'-11" d 9'-6" b 8'-6" b 7'-9" b 7'-3" b 6'-9" b 6'-4" b 6'-0" b 5'-9" b 51-6" b 5'-3" b 2" x 7" x 0.055" x 0.120" 14'-3" d 12'-5" b 10'-9' b 9'-7" b 8'-9" b 8'-1" b 7'-7" b 7'-2" b 6'-9" b 6'-6" b 6'-2" b 5'-11" b 2" x 7" x 0.055" wl Insert 17'-3" d 15'-1" d 17-8" d 12'-0" d 11'-8" b 10'-10" b 10'-1" b 9'S" b 9'-0" b 8'-7" b 8'-3" b 7'-11' b 2" x 8" x 0.072" x 0.224" 17'-8" d 15'-5" d 13'-10" b 12'-5" b 1 VA" b 10'-6" b 9'-10" b 9'-3" b 8'-9" b 8'-4" b 8'-0" b 7'-8" b 2" x 9" x 0.072" x 0.224" 19'-5' d 16'-11" d 15'-0" b 13'-5" b 12'-3" b 1 V-4" b 10'-8" b 10'-0" b 9'-6" b 9'-1" b 8'-8" b 8'-4" b 2" x 9" x 0.082" x 0.306" 20'-1" d 17'-7" d 15'-11" d 14'-9" b 13'-6" b 12'-6" b 11'-8" b 11'-0" b 1014' b 9'-11" b 9'-6" b 9'-2" b 2" x 10" x 0.092" x 0.369" 24'-2' d 21'-2" d 19'-2" d 17'-9" b 16'-2" b 14'-11" b 14'-0" b 13'-3" b 12'-7" b 11'-11" b 11'-5" b 11'-W b Double Self -Mating Bea Tribu Load Width 4'-0" 6'- 0' 8'-0" 10'-0' 12'.0 14 16'-0 18 -0" 20 -0 22'-024 -0 26-0 Allowable Spa ' ' ding'b' or deflection'd' 2" x 8" x 0.072" x 0.224" 22'-3" d 19'-6" d 17'-8" d 16'-5" d 15'-5" d 14'-8" 17-10" b 13'-1" b 12'-5" b 11'-10" b 1 V-4" b 10'-11" b 24'5" d 21'-4- d 19'-5" d 18'-0" d 16-11" d 16-1" b 15'-0" b 14'-2" b 13'-5" b 1 12'-10" b 12'-3" b 11'-10" b 2" x 9" x 0. 082" x 0.306" 26'-0" d 22'-9" d 20'-8" d 19'-2" d 18'.0" d 17'-2" d 16'-5" d 15'-7" b 14'-9" b 14'-1" b 13'S" b 12'.11" b 2" x 10" x 0. 092" x 0.369" 30'-6" d 26'-8" d 24'-2" d 22'-5" d 1 21'-2" d 1 20'-l" d 19-2" d 181-6" d 17'-9" b 16'-11" b 16'-2" b 15'-7" b Note: 1. It is recommended that the engineer be consulted on any miscellaneous framing beam that spans more than 40' 2. Spans are based on 120 M.P.H. wind load plus dead load for framing. 3. Span is measured from center of connection to fascia or wall connection. 4. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 5. Spans may be interpolated. 5 CO) O v c X X O O 3 CO) SECTION 313 I GLASS & MODULAR ROOMS I Table 3B.2A Allowable Upright Heights, Chair Rail Spans or Header Spans For Glass & Modular Rooms Aluminum Alloy 6063 T-6 y-'-- -..A -r •s AMC Tributary Load Width W a Purlin Spacing Sections 3'-0" 13'•8" I4'-0" I 4'-0" V.V I 5'-6" I W-V I 6'-6" I 7'-0" Allowable Height H' I bending'b' or deflsctlon Id' 2" x 2" x 0.044" Hollow 6'-10" d I W-W d 6'-2" d 5'-11" d 5'-0' b 5'-5' b 5'-2' b 5'-W b 4%10" b 4'-8' b 2" x 2" x 0.055" Hollow 7'-" dl 6'-10' d 6'-7" d W-4' d 6'-1" d 5'-11" d 5'-8" b 5'-W b 5'-3' b 5'-1" b 3" x 2" x 0.045" Hollow 3" x 2" x O.OTO" Hollow 2" x 3" x 0.045" Hollow 2" x 4" x 0.050" Hollow 2" x 5" x 0.050" S.M.B. 2" x 6" x 0.050" S.M.B. 2" x 2" x 0.044" S 77 Y x 0.045" Snap 2" x 4" x 0.045" Snap r-V di 8'-0' dl 9'-T d 12'-V d 1 T-2' d 20'-1" d 7'$' d 10'4" d 13'-1" d 7'-0' d V-V d 9'-1' d 11'-V b 16'-0' di 19'-1' dl 7'-4" d 9'-10' di 12'-0' d T'-0' d 7'-11' d 8'-T b 11'-0" b 15'-T' d 18'-3" d 6'-11" d 9'S d 11'-11" d 6'-9' d 7'-T d 8'-1' b 10'-0" b 15'-0" d 17'-5" b 6'4r d 9'-1" d 11'-3' b 8'-6" d 7'-0' d 7'-8" bi 9'-10" b 14'-3" b 1W-W b 61f" d 8'-8' b 10'-0" b 6'4" d T'-1" d 7'-0" b 9'-V b 13'-7' b I F-9" b 6'-3- d 8'4' b 10'-2" b 6'-2' d 6'-11" d T'-0' b 8'-11" b I TO b 15'-1' b 6'-1" d 7'-11" b 9'-9' b 5'-11" d 6'-IF d V4r b 8'-8' b 12'-0' b 14'-0' b 5'-11" d 7'-0" b 9'-4" b V-V b 6'-7' d 6'-0' b 8'-4" b 12'-1" b 13'-11" b 5'-9" b 7.4b 8'- 11' b 5'- 7' b 6'- V d 6'-' b 8'- 0' b 11'- 0' b 13'- 6' b 5'- 7" b 7'- 1" b 8'- 0' b Notes: 1. Above spans do not Include length of Mee brace. Add horiwntal distance iron upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 lava. EfN fir. VEV r ORf9 OON=XTMr P. O. BOX 214M SOUTH DAYTON&. FL =121 TELERION& M M-47T4 FAX CMM-00 PMM ® CO" RIGIR=4 38 Q NOT To BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRn'rEN PERMISSION OF LAWRENCE E. BFW4 - P.E. ED SENEZ ALUMINUM 5rtk;MbI GLASS & MODULAR ROOMS < I SECTION 313 MANUFACTURERS PROPRIETARY PRODUCTS M • _` 800ov C G G CdNNMii. 0 48.0( DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUM ELITE ALUMINUM CORPORATION . ELITE COMPOSITE PANELS cuw Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum .Corporation CML ENGINEER- DEVELOPMENTOONSULTANT P.O. BOX 21435B, SOUTH DAYTONA, FL 32121 PAN S 1801 N.W. Oft Street TELEPHONE: (386) 767-4774 Ft. Lauderdale, FL 33309 FAX: (3N) 7U4M Tel: (954) 491.3700 Fax: (954) 491-1433 PAGE COPYRIGHT =4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE 38-55 On =MC7 Al I U JIM' u # COMA II wr GLASS & MODULAR ROOMS HEADER PANS OR COMPOSITE PANELS PER SECTION 7 POST TO BEAM SIZE AND OF BOLTS SEE TABLE 3B.4) 2" x " S.M.B. SECTION 313 NOTE: FLASHING AS NECESSARY TO PREVENT WATER INTRUSION U-BOLT HEADER AUGH POST AND ANCHOR 2) #10 x 3/4" S.M.S. @ 6" M EACH END AND @ 24" MAX. E BRACE ItEQU1RED POST ALTERNATE 4TH WALL BE M CONNECTION -DI SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 7M74774 FAX: (M)TOT-OW PAGE COPYRIGHT 2M NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 313-65 ED SENEZ AWMINUM SPOM W GLASS & MODULAR ROOMS 1-1/2" x 1-1/2" x 0.080" ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOWN PRIMARY FRAMING BEAM SEE TABLES 36.1.4) MINIMUM #8 S.M.S. x 314" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES SECTION 313 EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (2) #10 x 1-1/2" INTERNALLY INTERIOR BEAM (SEE TABLES 3B.1.4) CARRIER BEAM TO BEAM CONNECTION DETAIL SCALE: 3" = 1'-0" BEAM TO WALL CONNECTION: 2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLE OR RECEIVING ANGLES ATTACHED TO WOOD CHANNEL EXTRUSIONS WITH FRAME WALL W/ MIN. (2) 3/8" x INTERNAL SCREW BOSSES 2" LAG SCREWS PER SIDE OR MAY BE CONNECTED WITH TO CONCRETE W/ (2)1/4" x 2) #10 x 1-1/2" INTERNALLY 2-1/4" ANCHORS OR MASONRY WALL ADD (1) ANCHOR PER MINIMUM #8 S.M.S. x 3/4" w SIDE FOR EACH INCH OF BEAN LONG NUMBER REQUIRED m DEPTH LARGER THAN 3" EQUAL TO BEAM DEPTH IN IL INCHES o oC ALTERNATE CONNECTION: a 1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" INTERNAL U-CHANNEL ATTACHED TO WOOD FRAME WALL W/ MIN. (3) 3/8" x 2" LAG SCREWS OR TO CONCRETE INTERIOR BEAM (SEE TABLES OR MASONRY WALL W/ (3)1/4" 36.1.4) x 2-1/4" ANCHORS OR ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" pBLEAM TO WALL CONNECTION DETA SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16W CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (356) 767-4774 FAX: (366) 767-OM PAGE COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 313-69 ED SENEZ ALUMINUM SPECKLIST GLASS & MODULAR ROOMS SECTION 3B 1/4" x 6" RAWL TAPPER THROUGH 1' x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP aQ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4' S.M.S. STRAP TO POST AND 1)1/4' x 1-%V4" TAPCON TO SLAB OR FOOTING r ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH SEE NOTES CONCERNING FIBER MESH) 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SC01 _F- 3/4' = 1'-W BEFORE•- 1) #5 BAR CONT. MoRoffilzo TYPEI TYPEII FLAT SLOPE / NO FOOTING MODERATE SLOPE F( 0-2" / 12" 2" / 120 -1'-10" 7k-12'--` TYPE III STEEP SLOPE FOOTING 1'-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. No footing other than 3-1/2" (4' nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type 11 footing is required. All slabs shall be 3-1/2' (4" nominal) thick. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 -10 x 10 welded wire mesh or crack control fiber mesh: Fiberrnesh ® Mesh, InForceTM e37m (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. If local building codes require a minimum footing use Type 11 footing or footing section required by local code. Local code governs. See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type it footing minimum. 13 4. S. SLAB -FOOTING DETAILS SCALE: 3/4' =1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENQINEER - DEVELOPMENT CONSULTANT P.O. BOX 214300, souTH DAY ONA. FL 32121 TELEPHONE: (308) 787.4774 FAX (308) 7874500 PAGE COPYRIOIrT 2004 NOT To SE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRMEN PERMISSION OF LAWRENCE E. SENNO T. P.E. 36-7 EDSEA U.& MiNUM SPECIAL SOLID ROOF PANEL PRODUCTS SECTION 7 INDUSTRY STANDARD ROOF PANELS W 12.00" 12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL SCALE: 3" = V-0' ls 00 ri W r 12.00" it 12" WIDE x 3" RISER INTERLOCKING ROOF PANEL SCALE: 3" =1'-0" W IT U' 12.0(r CLEATED ROOF PANEL SELECT PANEL DEPTH FROM SCALE: 3' =1'-0' ALUMINUM SKIN TABLES Fr---E.P.S. CORE Y r zd IL r L PANEL (INDUSTRY ST SCALE: 3' =1'-0" SIDE CONNECTIONS VARY DO NOT AFFECT SPANS) Lawrence E. Bennett, P'.E. FL # 16644 CW&OMINEER-DEVELOMENTCO &UNT P.O. BOX 214305. SOUTH DAYTON& FL 32121 TELEPHONE: (380) 7B7-4774 FAX (3W W415W PACE COPYRIOH72004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. SENNETT. P.E. T-1 SOLID ROOF PANEL PRODUCTS I SECTION 7 RIDGE CAP 8 x 9/16' TEK SCREWS @' PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS & WASHERS 8 x 1/2' S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: 8 x 1-1/4' SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1' CAULK ALL EXPOSED SCREW FOR COMPOSITE ROOFS: 10 x (t + 1/2') S.Nh W/ 1-11VO FENDER WASH @ 12' O.C. (LENGTH = PANEL THICKNESS + 1') @ ROOF BEARING ELEMENT SHOWN) AND 24' O.C. @ N-BEARING ELEMENT (SIDE WALLS) PAN ROOF ANCHORING DETAILS ROOF PANEL TO BEAM DETAIL SCALE: 3' =1'-W- EL TO B SCALE: 3' =1'4r SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION PAN OR COMPOSITE ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR PAN ROOFS: 3) EACH #8 x 1/2" LONG S.M.S. PER 12" PANEL W/ 3/4' ALUMINUM PAN WASHER ROOF PANEL PER TABLES SECTION 7) SUPPORTING BEAM PER TABLES) Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER- DEVELOPMENTOONSULTAN7 P.O. BOX 21436% SOUTH DAYTONA. FL 32121 TELEPHONE: (3118) 7a7-4774 FAX: (386) 71174M PAGE COPYRIGHT aON NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 7-Z M fwmjry a 9 0 o mm It w a wwmor a M SECTION 7 I SOLID ROOF PANEL PRODUCtS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval #FL1049 Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. 91 Density 4" v I20Y n 119AW Psnals Fnsn. Cns F_P_A_ M f1snaav Wind Region Open Structures Man loped Roof Screen Rooms 3 Attached Covers Ohm 3 Modular Rooms Encl j I Overhang Cantilever All Roofs 132,, open 3 span 4 open 1&2 span 3 open' 4 k open 132 s n span open 100 MPH 21'-4' 23'-10' 2Y-V 20'-4' 2Z-V 21'-11• 15'-1• 1T-V 18'-3' 4'-W 4" 23'-10' 23'-0' 18'-0' 20'-11" 20'-2' 15'-4' 14'-10' 4'-V 120 MP 2Z4r 21'-11' 1 Tm5" 19'-0' 18'-10" 12'-6' 13'-11' MPH 19'4' 21'-10' 21'-V 15'-11" 18'-11• 18'-' 11'-0' 13'-0' 13'-2' 4'-0" 130 MPH 18'-0' 20'-Y 19'-V 15-1" 1T-9' 16'-T 11'-1" 17-11" 12'-W 4'-0' 140 MPH 12'-4' 13'-9' IT-T 1Z-C IT-W 13!-r 10'-' 11--W 11'-1• 4'-3' 150 MPH I 12'-4' 1749' 1 17.3' 1 IZ-4" I 13'-9' 13'-3' I W-W 10'-8' IW-C 3'-11• w it AAw v n n%nn Psnsls Fnsm rnns F_P_A_ '1 nmuav Wind Region Open Structures Mon loped Roof Screen Rooms 3 Attached Covers Ohm & Modular Rooms Enclosed Overhang Cantilever All Roots 2 open 3Ispan 4 span 2 span 3 span 4 span 2 span 3 open 4 span 100 MPH 24'-11' 2T-11' 2T-0' 2T-10' W-W 2T-V IV-r 20'-1V 20'-Y 4'-V 110 MPH 24'41' 2711' 2T-0' 21'41' 24'-0' 23'-0' 16'-2" 19'-3' 18'-8" 41-V 120 MPH 23'-10' 28'-0' 25'-0' 20'-0' 22'-10' 22'-1' 14'-8' 1T-8' 15'-10' 41-0' 123 MPH 22'-11' 25'-7' 241-V 19'-10' 22'-2' 21--V 14'at' 18'-V 15'-6' 4'-0' 130 MPH 211-2' 23' T 22'-10' 18'48' 27-10' 20'-2- 13'-T 15'-2' 14'-0' 4%V 140 MPH 14'-V 16'-2" 15'-T' 14'-0' 16'-Y1 15-7' 12'-0' 14'-2' 13'-0' 41-0' 150 MPH 14'-6' I 18' 2' 15'-7' I 14'-0' 18'-2' I 1 S-T' 1 11'-2' 1 IT-2-12-9' 1 4'-0' AO Y AAw v n S9A" Psnals Fn vn ram F_P_A_ a7 nan av Wind Region Open Structures Monloped Roof Screen Rooms 3 Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 132 spun 3 open 4 span 2 open 3 spun" 4 span 132 open 3 span 4 open 100 MPH 27-5' 28'-2' 2&-r 22'-3' 24'-11' 24'-1' 1T-0' 19'-0' 18'-10" 4%V 110 MPH 27-V 2IF-2' 25'-3' 20'-W 22'-11' 22'-2" 15'-1' 18'-V 7v 4'-0' 120 MPH 22'-3' R-11' 24'-1• 19'-1• 21'a4' 20'-T' 13'0 15'4" 14'-10' W-V 123 MPH 21'-0' 2T-11• 23'-2' 18W 20'49' 2WAr 13'-0' 14'-11- 14'-6" 4'4r 130 MPH I WO 22'-1" 21'-' 1 T-6' 119'-0' 18'-10" 12W 14'-2' 13'-8' 414' 140 MPH' ITW 15'-1" 14'-r- 13'4r IF -I" 14'-T 11'-3" 13'-3' 12'-V 41-0' 150MPH I T-W 15'-1' I 14'-7' I T-W 15'-1' 14' T 10'-5' 12W 1 11'4- AN .. Asw w n Mnw Panels Fnswn r s F P R_ h OaeaWW Wind Region Open Structures Mon loped Roof Screen Rooms 3 Alto covers Gloss & Modular Rooms Enclosed Overhang / Cantilever All Roofs 2 span I 3 span 4 span 1& 2 open 3 span 4 span 1& 2 span 3 span 4 span 100 MPH W-11' 30'-1' 29'-10 25-0' 2V4r 2T4' 20'-1' 22'-V 21'-8' W-V 110 MPH 28'-11' 30'-1' 29'-1' 274' 2W-W 25'-8' I 18'-T 2W-W 27-1' 41-0" 21 1 - 0 123 MPH1 24'4" 2T-T I W4r 21'-4' 2T-11' 23'-1' IW-V 18'-8' 1T-11' 4'-0' 130 MPH 2Z'-V 2l5.5' 1 24'T 20'-1' 2Z'-V 21'-0' 14' T 1 T-0' 15'-9" 4'4r 140 MPHI 15'T 1T-b' I IV -IV 15' T 1T Y 18'-W 13'-8' 15'-3- 141-V 4'-0' 150 MPH 15 T 1T-0' 18'-10' 15'T 1T-0' 18'-10' 12'-8' 14'-2' 13'9' 4'-0' NDte: TOTaI MW Panel WKM s rvom WOO + Well WKRn + uve "N"V Lawrence E. Bennett, P.E. FL # 16644 CII/M. ENGINEM-DEMOPUWrCONSULMNr Elite Aluminum Corporation P.O. BOX 21430. 8OU`rH DAYTONl4 FL 32121 1801 N.W. 84th Street TELEPHONE: (3e5) 757.4774 °i P10d1" FAX: (306) 767-4M Ft Lauderdale, FL 33309 Tel: (954) 491-37W Fax: (954) 491-1433 PAGE COPYRKiHT 2004 7-M 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRRTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SOLID ROOF PANEL PRODUCTS MANUFACTURERS PROPRIETARY PRODUCTS to cot 48.00" or 2.0 ## DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUI ELITE ALUMINUM CORPORATION ELITE COMPOSITE PANELS SCALE: 3" = T-0" SECTION 7 Lawrence E. Bennett,. P.E. FL # 16644 Elite Aluminum Corporation CMLENQINEER- DEVELOPMENT CONMTMr P.O. BOX 214308. SOUTH DAYTONII. FL 32121 Pwl ioducU 1801 N.W.84thSb d TELEPHONE: (3MM -47I4 Ft. Lauderdale, FL 33309 FAX: (38M 7074= Tel: (954) 491-3700 Fax: (954) 4914433 PAGE E. BENNETT. P.E 7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE Design Check List for Glass Rooms (page 1 of 2) 1. Design Statement These plans have been designed in accordance with the Aluminum Strictures Design Manual by Lawrence E. Bennett and comply with the Florida Building 19.2 0 . pter 20 and ASCE 7-98, Table 6-2; Importance Factor 1.00; Exposure 'B_ or'C' 120 MPH,o MPH for 3 second wind gust velocity load; Partially Enclosed or En osed; Door & window design pressures can be found on page 3-70: a.'B' exposure = PSF for Roofs & PSF for Walls b.'C' exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18 for inclosed _ or 0.55 for partially enclosed For IV exposure design loads, multiply 'B! exposure loads by mean roof height multiplier. 2. Host Structure Adequacy Statement: I certify that I have inspected the host structure and it Is in good repair and attachments made to the structure will be solid. Q4-4 0 Phone: Co r m (please print) Date: Contractor Signature Note: Projection of room host structure shall not exceed 16'. 3. Building Permit Application Package contains the following: Yes/ No A. Project name & address on plans .............................................. B. Site plan or survey with enclosure location ..................................... C. Contnactoes / Designers name, address, phone number, & signature on plans .... j DNotice of consumer rights attached and initialed by consumer ............... EProposed project layout drawing @ 1/8" or 1110' 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 .................. 3. Beam span, spacing, & size (i.e. 2' x 8' x 0.072' x 0224') .................... . 4. Upright height, spacing, & size (i.e. 2' x 8' x 0.072' x 0224') ................. 5. Chair rail or gigs size, length, & spacing (i.e. 2" x 2' x 0.044' x V-V 0 W-W O.C.) - 6. Knee braces length, location, & size (i.e. 2" x 3' x 0.045' for 2" x 8' x 0.072" x 0.224' s.m.b.)............................................................. _ 4. Highlight details from Aluminum Structures Design Manual: Yes . No A. Beam & pudin tables w/ sizes, thickness, spacing, 8 spans / lengths. Indicate Section Stables used: .................................. Beam allowable 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 @ 120 MPH - I r Required Span ( MPH b or d) x (b or d) x (b or d) = t Wind Zone Multiplier • Exposure Multiplier • B. Upright tables w/ sizes. thickness, spacing, & heights (Tables 3.2.1, 3.2.2, or 3.2.3)........................................................................ Upright or wall member allowable height / span conversions from 120 MPH wind zons,'B' Exposure to MPH wind zone and/or'C' Exposure for load wkhh Look up span on 120 MPH table and apply the following formula: Span / Height C 120 MPH -I r- Required Span MPH b or d) x (b or d) x (b or d) Wind Zone Multiplier •' t t Exposure Multiplier' Appropriate'multiplier from page 341. b-8 t Design Check List for Glass Rooms (page 2 of 2) Yes N31- C. Table 3.3 with beam & upright combination If applicable .......................... D. Connection details to be used such as: 1. Beam to upright........................................................... _ 2. Beam to wall........................................................... 3. Beam b beam ........ :................................................... 4. Chair rail. pudins, & knee braces to beams & uprights ........................ 6. Extruded gutter connection ................................................. / 6. U-clip, angles and/or sole plate to deck ....................................... / E. Raised slabs and / or foundation detail type & size .............................. J Notes: L c Inspection Guide For Carports and Screen Glass $ Vinyl Rooms (page 1 of 1) 1. Check the building permit for the following: Yes No a. Peffrdt card S address........................................................ b. Approved drawings and addendums as required ................................ c. Plot plan or survey........................................................... d. Notice of commencement..................................................... 2. Check His approved sib specific drawings or shop drawings against the "AS. BUILT' structure for: Yes No a. Structure's length, projection, plan & height as shown on the plans ................. b. Beam sizes, span, spacing & stitching screws (if required) ........................ m Purlin sizes, span S spacing .................................................... d. Upright sizes, height, spacing & stitching screws (if required) ..................... e. Chair rail sizes, length & spacing.. ......................................... . L Knee braces are properly installed (if required) .................................. g. Roof panel sizes, length & thickness ............................................ 3. Check load bearing uprights / walls to deck for. Yes No a. Angle bracket size & thickness ................................................ b. Coned number, size & spacing of fasteners to upright ........................... c. Coned number, size & spacing of fasteners of angle to deck and sole plate ....... d. Upright is anchored to deck through brick pavers then anchors shall go through paversinto concrete.......................................................... 4. Check the load bearing beam to upright for. a. Receiver bracket, angle or receiving channel size & thickness .................... b. Number, size & spacing of anchors of beam to receiver or receiver to host sure c. Header attachment to host structure or beam ................................... d. Roof panel attachment to receiver or host structure ............................ . e. R angle brackets are used for framing connections, check number, size &thickness of fasteners .................................................................. f. Post to beam attachments to slab ......... S. Check roof panel system for. a Receiver bracket, a le or receivin channel size 8 thicknessngg .......... I......... b. Size, number & spacing of anchors of beam to receiver .......................... c. Header attachment to host structure or beam ................................... d. Roof panel attachment to receiver or beam ..................................... Nobs: Yes No Yes No c-Z PLAT OF BOUNDARY SURVEY DESCRIPTION (As Furnished) LOT 117, COUNTRY CLUB PARK (PHASE II), according to the plat thereof as recorded in Plat Book 54, Pages 22-24 of the Public Records of Seminole County, Florida. FOUND 1/2" IRON ROD with CAP Stomped "BLACKWELL" Fence Corner is ON LINE and 0.1' E. LOT 22 r W w 00 r- r LOT 116 `r to 00 0Z0Z SCALE: 1" = 30' 1 PC a Fence Corner O 0 is 0.1' E. tfj O O FOUND 1 1/4" IRON PIPE with CAP Stomped "LSN2005-LB#5073" FOUND 1/2" IRON ROD with CAP Stomped "BLACKWELL" Back of Walk is 1.0' S. LOT 21 FOUND 1/2" IRON ROD with COUNTRY CLUB PARK (PHASE 1) CAP Stomped "BLACKWELL' Fence Corner is 0.1' N. and 0.1' W. S89'35'28"E 50.02'(M) S89'44'30"E 50.00'(P) I LOT 20 LOTS .117 a T'i sFf 9, 0 01 reo•. 0 01 Fence Corner 17.1 o Screen 1 DPorcho O O Is 0.2' W. One Story o Residence A/C HDrive S 15.2' 5A 0' U.E. Conc. Walk N89'44'30"W 50.00'(P) N89'36'50"W 50.01'(M) Asphalt Pavement ROCKHILL DRIVE 50.00' wide R/W per P.B. 54, Page 24) NOTE: NO EASEMENTS OF RECORD HAVE BEEN PROVIDED TO THIS FIRM. NO TITLE OPINION OR ABSTRACT OF MATTERS AFFECTING TITLE OR BOUNDARY TO THE SUBJECT PROPERTY OR THOSE OF ADJOINING LANDSHAVEBEENPROVIDED, THERE MAY BE DEEDS OF RECORD, UNRECORDED DEEDS OR OTHER INSTRUMENTS. WHICH COULD AFFECT THE BOUNDARIESORUSEOFTHESUBJECTPROPERTY. Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONALFLOODINSURANCEPROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294/12117C 0040 E. ast dated April 17. 1995 it appears from o scoling of said map lot the land described hereon isshowntobewithin "ZONE X" Areas determined to be outside 500— yeor floodploin). Said mop is not a Survey and no responsibility istakenfortheinformationcontainedinortheaccuracyoftheabove referenced mop. 1. This Plot represents a Boundary Survey of the description an furnished Morrison Surveying and Mopping, Inc. per client's Instruction and makes no claims regarding ownership or rights of possession. 2. Bearings shown hereon are based on the East line of Lot 117, COUNTRY CLUB PARK PHASE 11, Plot Book 54, Page 23 on N 00'15'30" E (per plot). 3. Tnis surveyor has not searched the public records or abstracted the land shown hereon, for easements, right of ways. covenants and restrictions or other pertinent documents which may be found inthepublicrecordsofthiscounty. This research won not included in thescopeofservicesofthisfirm. 4. Tne relative distance accuracy for boundary dimensions shown hereon is in excess of 1 Footin7.500 Feet. 5. Underground improvements and utilities hove not been located. 6. This survey performed by Harrison Surveying and Mopping, Inc. is for the singular use oy the clients named hereon for the express stated purpose listed hereon. This drawing is not legally binding without mysignatureandoriginalraisedembossedseal. No third party is authorized to use this drawing In any way, and this surveyor shall not be held liable for damages resulting from the unauthorized or Illegal executions or attempts at circumventing prescribed lows or professional fee payments. All plots• reports, notes, pions, specifications, computer files, field notes or data, other documents and instruments prepared by this firm on instruments of service shall remain the property of this firm. This firm sholl retain all common ' low, slotu tory and other reserved rights, including the copyright thereto. The original of this Growing remains the propertyofMorrisonSurveyingandmapping. Inc.. HARRISON SURVEYING AND MAPPING .INC. PROFESSIONAL SURVEYORS AND MAPPERS Certificate of Authorization #LB 6948 32529 Okolooso Trail Sorrento. Florida 32776- 8990 M,lNr- Phone: (352) 735-1263Ho=,-7 JOB N0. 05-3942TSheet1 of 1 33 rM fn In In LOT 118 00 O O to to CERTIFIED TO: FOUND 1/2" IRON ROD with CAP Stomped "BLACKWELL" Back of Walk is 1.0' S. t THOMAS AND DIANE CROFT FLAGSTAR BANK SOUTHERN TITLE & ABSTRACT, INC. COMMONWEALTH LAND TITLE INSURANCE COMPANY t _ REVISIONS AND ADDITIONS LEGEND: P. C. Point of Curvature P. R.C. Point of Reverse Curve P.T. P.B. Point of Tongency Plot Book D. E. Drainage Easement pg.(s) PGge(s) S.E. Sidewalk Easement Conc. Concrete OHUL Overhead Utility Line( s) C.L.F. A/C Chain Link Fence Air Condition O. R.B. a Official Records Book R/W Right—Of—Woy p Delta (Intersection Angle) M) Field Observation R L Radius Arc Length P) Plot C.B. Chord Bearing C) Calculated Ch Chord Length D) a Description D.U.E. U.E. Drainage & Utility Easement Utility ESMT. Easement Eqpt. Easement Equipment CenterlineU. Box Utility Box DRAWING: 05-3942T.DWG SURVEY DATE: 11/11/05 INTENDED DISPLAY SCALE: 1" 30' DRAWN: T.E.H. EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT IS CERTIFIED THAT THE SURVEY REPRESENTED HEREON MEETS OR EXCEEDS THE MINIMUM TECHNICAL ST DARDS AS SET. FORTH IN CHAPTER 61G17-6 F ORIDA ADMINIS 472. 027T CODE, PURSUANT TO SECTIONASTATUTES- NOT V I WIT OUT I ATURE AND THE ORIGINAL RAISED S A ENSED SURVEYOR AND MAPPER FI. Reg. #5580 (For the Firm)