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1935 Burrows Ln - BR08-001138 (Screen Enclosure) Documents1 a CITY OF SANFORD PERMIT APPLICATION RECEIVEp Appicatia# I3 S — Submittal Date: "q R r 2 2008JobAddress: /73c UYro"ai • 2n/50v..// 3i771 Value of Work: S 3, S Parcel ID: Zoning: Historic District: Description of Work: Square Footage: ZZ¢ S4,*- Permit Type: Building Electrical 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) r...L...... X.................................................... ......... I ........................ ... Property Owner: Jt'7/1P1 )An iaY7 Contractor: .71(/L'n Tr-a/ _./y - Address: / % a iS 3(1%''S Address: _5q/4/N e'I.Ay44f- 7y Phone: sG S7Q-G LI E-mail: Bonding Company: Address: Phone: 47-I-Wf State License Number: =CG /3/I /f9413 Mortgage Lender: Address: Architect/Engineer: /,/.fLyr't li . (7 <, n Phone: Address: Fax: o' 767 — 5S-6 Plan Review Contact Person: Z /7! &0 Phone: Fax: f t 34g-7909 E-mail: 15/4yer2'7_"C11-1•_er-7.4ejZ,eS M Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies L'A ep c of trmit is verification that I will notify the owner of the prope of the r quirements of F] da Lien Law, FS 713. Sign re of Own r/Agent Date of Contractor/Agent Date t Owner/A nt's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Dace Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced ID _ Produced ID APPROVALS: ZONING: 3NO_ UTIL: FD: ENG: BLDG: ?4r Special Conditions: S2 eAppc% w- w"_t1_-bt _(_9Nrc PctttriCL14 6 yntiz, Rev 07.07 V 1/ 1 Permit # 1101 EAST 1 ST STREET A000— Check C J (/E %~/ )j j'J'\/ Sanford, 6 32771 70SCheck # ..1 L V j- L.L/(../ / / j PHONE: 407-665-7050 Workers Comp. Verified: YES NO F1"0RIDAS NATURAL C_I"IOiCE FAX: 407-66S-7486 SEMINOLE COUNTY RESIDENTIAL PERMIT APPLICATION Job Street Address: L?-31 zmmwwj W, Date: City: Zip: 9-7 77 % Parcel ID: — Directions to Job Site lam/ ,- 1lev? ,7 ` -,( n1 4y-7yt fijy Owner Name: -) , ry -j Address: City/ St/ Zip77 ' Phone: , 7 7 22?Fax: Contact Person: ' Phone: Contractor l 1 u7 Zp Address: - City/ St/ Zip {7i v111 fG v Phone: i- Fac: 76% 7yV4 1 Lic. Holder Name: s?7 j L u Lic. Number Attach proof of Ownership: Tax record from Seminole County Property Appraiser's Office, Tax Receipt or Deed, etc. ***** liG3% ' / S r Parcel ID: '3G ' Plat Book Subdivision Name: 4;Jr zAly; Descri Lion of Work: Valuation of Work (Estimate): S3,' Total Square Footage S, Total HVAC / Living Space Square Footage .tom Will trees be removed? O YES (If yes, COMPLETE an Arbor Permit Application) Utilities Circle items that apply Septic Tank Well Existing Well Public Water Public Sewer Utility Letter ( Include utlity letter from appropriate agency) Cubrantractors License # Business Name and/or License Holders Name ELECTRICAL MECHANICAL PLUMBING ROOFING LOW VOLTAGE GAS IRRIGATION OTHER NOTICE: SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, AND HVAC. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS (ISO DAYS) OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 6 MONTHS (I80 DAYS) AT ANYTIME AFTER WORK IS COMMNCED. 1 HEARBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE: SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED Ii F:REIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESSUME TO GIVE AUTHORITY OR VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR l"I-Ili PERMANENCE OR CONSTRUCTION. THE VALUATION FOR THIS PERMIT WILL BE CALCULATED USING THE. [CC BUILDING VALUATION DATA USING THE GOOD CA 1'EGORY. BY MY SIGNATURE, 1 ACKNOWLEDGE 7HIS FACT AND WAIVE .ANY RIGHTS TO APPEAL SAID VALUATION AND OR PF.R.41IT FEES. I HEREBY CERTIFY THAT AT -THE I-IME OF THE APPLICATION AND ISSUANCE OF THE ABOVE PERMIT, ALL NECESSARY WORKMEN'S COMPENSATION INSURANCE REQUIRED BY THE STATE OF FLORIDA HAS BEEN OBTATINED TO EFFECT THE PROPER PROTECTION OF 1"110SE WORKERS LINDER MY EMPLOY. Signature of Con tor: %' .' Date: Date: r' dh 1? x.pravy i r s._I I TIN 11111111111111111111 li 11111 NI 111111111111111111111111 NCl) JLL 7H caca U) Q Y 0 UNITY OF TITLE Property Owner: John W. and Betty H. Johnson 126 Mill Run East Bradenton, Florida 34212 Property Address: 1935 Burrows Lane Tax Parcel Numbers: 32-19-31-503-0000-0150 32-19-31-503-0000-0160 The undersigned property owner agrees to restrict the use of the properties legally described as follows: MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06754 Pg 19751 lipg3 CLERK'S # 2007101253 RECORDED 07/11/200-1 04130141 PM RECORDINS FEES 10.00 RECORDED BY L McKinley LEG LOT 15, 16, 18 and 19 and VACD RM ADJ ON E ROSELAND PARKS 1ST ADD PB 7 PG 66 In consideration of the issuance of a permit construct a Single Family Residence, with related amenities and facilities in the City of Sanford, Florida, the undersigned property owner agrees to restrict the use of the properties legally described on "Exhibit A" attached hereto in the following manner: 1.Said property shall be considered as one plot and parcel of land, and that no portion of said plot and parcel of land shall be sold, transferred, devised or assigned separately, except in its entirety as one plot or parcel of land. 2.The undersigned agrees that this condition, restriction and limitation shall be deemed a covenant running with the land, and shall remain in full force and effect, and be binding upon the undersigned, their heirs and assigns. The agreement shall continue in effect until released by the authority of the administrative official of the City of Sanford or by the City of Sanford Mayor. 3.The undersigned fizrther agrees that this instrument may be recorded in the Public Records of Seminole County. Signed, seal d, executed and acknowledged on this day of 1 2007. Si ' Name Here Tgn Name Her Print Name Here Print Name Here Property Owner Property Owner STATE OF FLORIDA COUNTY OF SEMINOLE I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared101 +8ewho is personally known to me or who has produced FL- Dfover [ CUSS-Fas identification d who did take an oath. WITNESS my hand and official seal in the County and State last aforesaid this 10 day of 2002. Mr,I AA r ; 3 ' Notary Public, in ar0for the County and State aforementioned. i„ 0a0 s10..Augt* 04 2WI My commission expires: `` i 11111111111 vat a all 11 lot a all 11 41 if lip of IN 11111 IN III 11111 THIS INSTR yIENT-PREP REDD BY: , Name: !. Address: /' vie LV " rAStateofloridaNA7L'RAt. r_'ttOiC:E MARYANNE MORSEL CLERK OF CIRCUIT COURT SEMdINDLE COUNTY BK 06949 Pg 03524 {Ipg) CLERK' S ## rt;xt>$f.)`9155 RECORDED 03/1E/2008 04:00:Se trN RECORDING FEES 10 W RECORDED BY T 5'aiih NOTICE OF COMMENCEMENT Permit Number Parcel ID Number (PID) _'-fq''/'' aee,'" (,7/,SG2 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. DESCRIPTION -OF PROPERTY (Legal description of the property and trees address if available) CER- IFIED Copt ry tr, Cr7, , G G Z i J ,V OYpNNE MORSE . nF CIRCUIT F,OURT_, GENERAL DESCRIPTION OF IMPROVEMENT OWNER INFORMA Name and address: CONTRACTOR Nam.- anrd arlrlrpcc- 0 GG) MART 1, 2.2008 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR.NOTICE OF COMMENCEMENT. S ATE F F GRID4,1 COUNTY OF SEMINOLE k&I— Ld OWNE IGNATURE OWNERS PRINTED NAME YeZoregomg Per Florida ,S tute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stead." ins/ ument was acknowledged before me this day of lye,r4r4 20 h bV JU 1 b/ SO it 0 !)a 0 Who is personally known to me Name of person making statement OR who has produced identification <;J" - type of identification produced VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. TIE511SF,PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT TH,E T OkMY KNOWLEDGE AND BELIEF. SIGNATURE OF NATURAL PERSON SIGNING ABOVE W"4, JAROSL4,W- ZIELINSKI MY COMMISSION # DD571429 o Notary Signature riff F EXPIRES: July 5, 20t0 407) 398-0153 Florida Notary Service.com Seminole County Property Appraiser Get Information by Parcel Number Page I of I a2 AviD JOHNs6N. CFA, ASA s PROPERTY APPRAISER SEMINOLE C OLNTY FL Sot E. FIRST ST SAMFORD. FL 32771-146a 407-665-7505 GENERAL 3RD DR Ra1FV Parcel Id: 32-19-31-503-0000-0150 Owner: JOHNSON JOHN W & BETTY H Mailing Address: 2371 SIPES AVE City,State,ZipCode: SANFORD FL 32771 Property Address: 1935 BURROWS LN SANFORD 32771 Subdivision Name: ROSELAND PARKS 1ST ADD Tax Distr'ct: S1-SANFORD Exemptions:` Dor: 00-VACANT RESIDENTIAL Please be advised that based on preliminary analysis of GIS data, this property may not meet the minimum lot size requirements of the zoning district. For more information, contact the Planning Division at 407-665- 7441. 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: 0 Depreciated EXFT Value: 0 Land Value (Market): 13,650 Land Value Ag: 0 Just/Market Value: 13,650 Assessed Value (SOH): 13,650 Exempt Value: 0 Taxable Value: 13,650 Tax Estimator Portability Calculator SALES Deed Date Book Page Amount Vac/Imp Qualified 2007 VALUE SUMMARY WARRANTY DEED 03/2007 06635 0054 $10,000 Vacant No 2007 Tax Bill Amount: $151 PROBATE RECORDS 02/2007 06605 1115 $100 Vacant No 2007 Taxable Value: $10,238 PROBATE RECORDS 02/2007 06605 0799 $100 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND Land Assess Method Frontage Depth Land Unit Land LEGAL DESCRIPTION Units Price Value PLATS: Pick... FRONT FOOT & 50 120 .000 300.00 $13,650 LEG LOT 15 ROSELAND PARKS 1ST ADD PB 7 DEPTH PG 66 Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. httn•//www cnnafl nro,/weh/re weh ceminole (-.rnmty title)naropi=l?1011, 0'1000 01' (OR70 Z/1n/1)n1Q Permit #: I Project Name: 08-1138 Screen Room Address: 1935 Burrows Ln. Plans Reviewed By: Richard Denman 03/24/2008 407.330.5656 The Permit Is Subject To The Following Comments 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 fled 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 grant 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. PERMIT X)d DATE; .Z - OFFICE DESCRIP TION PLANS REVIEWS CITY OF SANFORFT L 0 T'S 15,16. 18 AND 19 AND THA T PART OF VA CA TED ROAD L YING SOUTH EAST OF LOT 19 ROSELAND PARK AS RECORDED IN PLAT BOOK 7 PAGE 66 OF THE PUBLIC RECORDS OF SEMINOL E COUNTY , FLORIDA NOTES: I NOT VALID WITHOUT THE 'W,r ATVRE AND THE 0q)UPdAL RASED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS SiJRVEY WAS PREPARED FROM TITLE kNFORMATION FURNISHED TOTHESURVEYORTFIEREMArBEOTHERRESTRICTIONSORUNRECORDEASED Y. 7 NO UNDERSOROUNp IMPROVEMENTSSCTTHISRHHAVETBEENLOCATEDUNLESSOTHERWISESHOWN 4 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE SED TO RECOTRUCT7BEARSAREBASEDONASSUMEDODADINGARY TUM AND ON THE LINE SHOWN AS BASE BEARM (B.B.). 9 VERTICAL CONTROL (NATIONAL GEODETIC VERTICAL DATUM Mg) PREMED FOR TOHN JOHNSON LOT 14 LOT 13 LOT 1? ggLOT 11 W LOT 10 120. 00 q FO IRD N01*£ 5 0.0 O 14 5.15 PD IRDN PIPE '?e 1ND • A) 82. 67 0 60 u FOUNDA TION Ln e J0 412110107 0 o LOT I S LOT 19 LOT 16 tg v o O u o z+ L 18 ' Q, o o tr) LOT 16 42. 00 89. 46'30" E 120. 00NOT LOT17IAlINCLUDED P. 0.BSOUTH EASTCORLOT18FD IRDN PIP£ 50. 00 fD • 29.41 FD IRDN PIPE N ,W NO * P086'30" HUGHE Y S T HUCHE Y AVE T 59' RAW 1 N 89'46'JO" W B.B. CERTIFIED TO: Q LEGEND: COASTAL BANK NUMBER JOHN JOHNSON ESMT - EASEMENT E -FD CONC MON a STY - STORY CENTERLINE BLK -BLOCK X- X-X - FENCE ESMT - EASEMENT RES - RESIDENCE IP - IRON PIPE BLDG - BUILDING CONC - CONCRETE WD FRM - WOOD FRAME UTIL - UTILITY 0 - FD REBAR MON - MONUMENT M. EDWARD GORDON S' IRVEYING RD - ROAD 0 - SET REBAR •2259 7YpE srWsEr FINAL OAM 315188 Ri7 )15iER{ LML Sl RVEYOR ram PO BOX C67 SANFOPO , FLORIDA M772 PHDNE 324 5/20 5W uOT 1 TH srREEr S#,NrrcD . FLORnA smE I" = 40' x sraro• s7 r.• , • , llollli*M iMl 3D VIEW Cage Master 2005 CopyRwg4t 1991-2004 Wilson Software Corp. Englewood, Florida Customer :«jr any? PERMIT # DATE: 03-11-2008 vvyc v,wav cvw warp y u i as i -cw+ r.ww uamwa a tiui N. a yio..uw, i un w Zoof t aXoat ustomer 3cale: 118 = 1 2x2 aQ W W 2x2 W 2,Q W 2x2 F B# 4 B# 1 B# 2 3 za 2YL za \ 5 4 ^ 5, 3'4 • gutters -Screen Enclosur, Silver trend Inc. 5974 Lakehurst Dr Orlando, FL 32s19 www sgffits.us -- e-mail: silvertrend ticfl rr rn-x Wall Layout Customer: ` Scale: 1/8 = 1 11 117-11/18- 117 16" 1 1 0" a411ol 2A 1 iol UQ 2x2 Rail QV, 1 4'74- 1 a'W 1 4'6.0" 1 14 ' 0-0" > Wall f C 01 11-0.01 of ac4 MB. 2r4 11MB W 2x2 Rail 364' I 5'4-X I 5'4-0" 1 5 a"0" 1 16'0-0" > Wall f D SCREENED ENCLOSURES SECTION 1 SIDE WALL MEMBER SCREEN (TYP.) CABLE CONNECTION L\-.W_ _-..._....... ) (SEE DETAILS SECTION 1) H HOST STRUCTURE SEE TABLES GIRT 1.3,1.4&1.6- GRADE K-BRACING (OPTIONAL) CABLE CONNECTION SEE DETAILS SECTION 1) TYPICAL FLAT ROOF - FRONT WALL ELEVATION EXISTING STRUCTURE K-BRACING (OPTIONAL) FRONT WALL ALUMINUM COLUMNS TABLES 1.3, 1.4 & 1.6) SIZE MEMBERS PER APPROPRIATE TABLES SCALE: N.T.S. TYPICAL FLAT ROOF - ISOMETRIC SCALE: N.T.S. SIDE WALLS AND FRAMING SIZES TABLES 1.3, 1.4 & 1.6) ALUMINUM BEAMS TABLE 1.1 OR 1.8) PURLIN DIAGONAL ROOF BRACING SEE SCHEMATIC SECTION 1) GIRT (TYP.) CABLE BRACING TYPICAL NOMENCLATURE FOR SCREENED ENCLOSURES: H - MAXIMUM UPRIGHT HEIGHTS L - MAXIMUM BEAM SPAN WITHOUT KNEE BRACE. ADD HORIZONTAL LENGTH OF KNEE BRACE TO SPAN FROM TABLES) SW - SIDE WALLS CAN BE FRAMED WITHOUT TOP BEAM AND CAN BE SMALLEST EXTRUSIONS ALLOWED BY SPAN TABLES W - SCREEN PANEL SPACING CONNECTION DETAILS AND NOTES ARE FOUND IN SUBSEQUENT PAGES. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 7674774 Fax #: (386) 767-6&% Email: lebpe@bellsouth.net COPYRIGHT 2006 I PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 -1 SCREENED ENCLOSURES 2" x 6" _ SELF MATING BEAM 1" x 2" OPEN BACK SECTIONS ATTACHED TO 2" x 2" W/ 10 x 1-1/2" S.M.S. @ 24" O.C. OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION 1" x 2" OPEN BACK FASTENED TO POST W/ (2) #10 x 1-1/2" S.M.S. ATTACH 2" x 2" PURLINS TO SELF MATING BEAMS W/ (2) 10 x 1-1/2" S.M.S. INTO SCREW BOSSES SECTION 1 MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) JI ALTERNATE FLAT ROOF I I SELECT FASTENER SIZE, NUMBER AND PATTERN SEE TABLE 1.6 & 9.5A OR 9.513) 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) 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: lebpe@bellsotith.net COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-9 v , SECTION 1 BEAM / PURLIN 2" x 3" MAX. ATTACHED TO RECEIVING PURLIN 2" x 2" EXTRUSION 1" x 2" OPEN BACK EXTRUSION 1) #10 x 1-1/2" S.M.S. 24" O.C. NOTCH POST SCREENED ENCLOSURES 2" x 3" to 2" x 3" CONNECTION SCALE: 3" = V-0" OSITION VARIES kRD SHOWN) 1" X 2" H CHANNEL W/ K 1/2" S.M.S. EA. SIDE (6) N PER TABLE 1.3 OR 1.4 MAXIMUM RGER UPRIGHT USE PAGES 1-18, 1-107 & ND MIN. PURLIN TO UIJKIUHT SAME AS MIN. UPRIGHT TO BEAM TABLE 1.6 I.E. 2" x 7" UPRIGHT REQUIRES 2" x 4" BEAM) 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: Iebpe@bellsaRh.net PAGE © COPYRIGHT 2006 1-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES STRAP SUPER OR EXTRUDED GUTTER HOST STRUCTU E / SPACING/2 1- SPACING / 2 - SPACING/2 ,;- SPACING/2 -= BEAM SET SPACING - BEAM SET SPACING STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 3/8" = V-0" 2" S.M.S. OR LAG SCREWS SEE SECTION 9) 2" x _" x 0.050" STRAP @ EACH BEAM CONNECTION AND @ 1/2 BEAM SPACING W/ 2) S.M.S. PER STRAP SEE SECTION 9) SELF SUPER OR MATING ® :s EXTRUDED BEAM GUTTER SIZE ANGLE OR RECEIVING VARIES) CHANNEL (SEE SECTION 9 FOR DETAILS) MAX. DISTANCE FROM FASCIA i ---- TO HOST STRUCTURE (SEE TABLE 1.11) SCREW PATTERNS MAY VARY ALTERNATE CUT OFF BEAM & SEE TABLES OR NOTES FOR CAP W/ RECEIVING CHANNEL SIZE AND NUMBER OF ALTERNATE FLAT BEAM SCREWS) SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER 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 t (386) 767-6556 Email: lebpe@bellsouth.net PAGE COPYRIGHT 2006 1 -24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES t, 2) 2" SCREWS SEE SECTION 9 FOR SIZES) 2" x _" x 0.050" STRAP @ EACH BRACE CONNECTION AND @ 1/2 BEAM SPAN W/ 2) #8 x 1/2" S.M.S. PER STRAP FASTEN THRU MEMBER INTO SCREW BOSSES W/ 4) #10 x 1-1/2" S.M.S. RECEIVING CHANNEL 2-1/8" x 1" WITH (2) #8 x 1/2" S.M.S. EACH SIDE OF CHANNEL TO 2" x 2" BRACE SECTION 1 MAX. DISTANCE TO HOST STRUCTURE WALL SEE TABLE 1.11) NON-STRUCTURAL BRACE CONNECTION TO SUPER OR EXTRUDED GUTTER 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: iebpe@bellsouth.net PAGE @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 -35 SCREENED ENCLOSURES PURLIN OR CHAIR RAIL ATTACHED TO BEAM OR POST W/ INTERNAL OR EXTERNAL'L' - CLIP OR'U' CHANNEL W/ MIN. 4) #10 S.M.S. PURLIN, GIRT, OR CHAIR RAIL - SNAP OR SELF MATING BEAM ONLY SECTION 1 SCREW BOSSES SNAP OR SELF MATING BEAMSIONLY PURLIN TO BEAM OR GIRT TO POST DETAIL SCALE: 3" = V-0" OFOR WALLS LESS THAN 6'-8" FROM TOP OF PLATE TO CENTER OF BEAM CONNECTION OR BOTTOM OF TOP RAIL THE GIRT IS DECORATIVE AND SCREW HEADS MAY BE REMOVED AND INSTALLED IN PILOT HOLES OFOR ALL OTHER PURLINS AND GIRTS IF THE SCREW HEADS ARE REMOVED THEN THE OUTSIDE OF THE CONNECTION MUST BE STRAPPED FROM GIRT TO POST WITH 0.050" x 1-3/4, x 4" STRAP AND (4) #10 x 3/4" S.M.S. SCREWS TO POST AND GIRT IF GIRT IS ON BOTH SIDES OF THE POST THEN STRAP SHALL BE 6" LONG AND CENTERED ON THE POST AND HAVE A TOTAL (12) #10 x 3/4" S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 7674774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net Cg) COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 -59 SECTION 1 SCREENED ENCLOSURES SCREEN d' VARIES 4" SHOW I 1" x 2" O.B. BASE PLATE (TYP.) SECONDARY 2" x (D - 2 ") x 0.063" ANGLE EACH SIDE OF COLUMN W/ #10 S.M.S. SEE SCHEDULE NEXT PAGE) a a CONCRETE ANCHOR a a. ° SEE SCHEDULE PAGE 65) a Q NOTE: DETAIL ILLUSTRATES I. TYPICAL 2" x 4" S.M.B. COLUMN 2" 5d CONNECTION MIN.) MIN.) SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL ------------- - \\ SCREWS INTO SCREW BOSSES r' f NOTE: SELECT CONCRETE ANCHOR FROM TABLE 9.1 L 6" (MAX.) 2" x 2" x 0.063" PRIMARY ANGLE EACH SIDE 10 x 3/4" S.M.S. EACH SIDE SEE SCHEDULE NEXT PAGE) 5d* MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB BOLT 0 5d DISTANCE I 4d 1/4" 1-1/4" 1" 3/8" 1-7/8" GRADE 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT 2500 P.S.I. CONCRETE OR ALTERNATE 2" x _ WOOD DECK TYPICAL S.M. OR SNAP SECTION COLUMN 10 x 3/4" S.M.S. EACH SIDE SEE SCHEDULE PAGE 1-65) PRIMARY 2" x 2" x 0.063" ANG 1" x 2" BASE PLATE (TYP.) 7 J- O ° L 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT 6" (MAX.) I MAX. SPACING 24" O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = V-0" NOTE: 1. FOR SIDE WALLS OF 2" x 4" OR SMALLER ONLY ONE ANGLE IS REQUIRED. 2. PREDRILL PAVERS W/ MIN. 1/4" MASONRY BIT. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, A 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 1-64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROWLOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1) 1/4" x 1-3/4" CONCRETE ANCHOR TO SLAB OR FOOTING SECTION 1 ALUMINUM FRAME SCREEN WALL CAP BRICK BRICK KNEEWALL TYPES' MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) 3) #30 BARS OR (1) 50 BAR W/ 2-1/2" COVER TYP.) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 3-14K (TYP. { ALL SLA S) 2 #3 BAR CONT. OR 1 #5 BAR CONT. i— —>— CV 1) #5 BAR CONT. 3) #3 BAR CONT. OR TYPE TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2" / 12" 2" / 12" - V-10" > 1'-loll Notes for all foundation types: 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 slab by field soil test (soil penetrometer) or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots and compacted prior to placement of concrete. 3. No footing is required except when addressing erosion until the slab width in the direction of the primary beams exceeds the span per table on page 1-69, then a type II slab is required under the load bearing wall only unless the side wall exceeds 16' in height or the enclosure is in a "C" exposure catagory in which case a type II footing is required. 4. 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-, Fibermesh@ Mesh, InForceTm e3TM (Formerly Fibermesh MD) per manufacturer's specification may be used in lieu of wire mesh. All slabs / footings shall be allowed to cure for 7 days before installing anchors. 5. If local codes require a minimum footing use Type !I footing or footing section required by local code. Local codes govern. SLAB -FOOTING DETAILS SCALE: 3/4" = l'-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: lebpe@bellsouth.net COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 1 -71 NOTES: 2 x 2 SCREENED ENCLOSURES I SECTION 1 MON SION MON MON 1. Door to be attached to structure with minimum two (2) hinges. 2. Each hinge to be attached to structure with minimum four (4) #12 x 3/4" S.M.S.. 3. Each hinge to be attached to door with minimum three (3) #12 x 3/4" S.M.S.. 4. Bottom hinge to be mounted between 10 inches and 20 inches from ground. 5. Top hinge to be mounted between 10 inches and 20 inches from top of door. 6. If door location is adjacent to upright a 1" x 2" x 0.044" may be fastened to upright with #12 x 1" S.M.S. at 12" on center and within 3" from end of upright. TYPICAL SCREEN DOOR CONNECTION DETAIL SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Fl 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net COPYRIGHT 2006 I PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 -73 SECTION 1 1 SCREENED ENCLOSURES I-3 Table 1.1 120 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-0 For Wind Zones up to 120 M.P.H.; Exposure "B" and Latitudes Below 30°-30'-00" North (Jacksonville, FL) Uniform Load = 4 #/SF. a Point Load of inn It/SF nvar H 1 linanr ft is nlcn rnnciriarn 4 Hollow Sections Tributary Load Width 'W' = Beam Spacing 3'-0" 4'-0" 1 5'-0" 1 6'-0" 1 7'4" 8'-0" 9'-0" Allowable Span 'L' / Point Load (P) or Uniform Load U), bending (b), deflection (d) 2" x 2" x 0.044" 4'-5" Pb 4'-5" Pb 4'-5" Pb 4'-5" Pb 4'-5" Pb 4'-5" Pb 4'-5" Pb 2" x 2" x 0.050" 5'-2" Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb 2" x 2" x 0.090" 7'-6" Pb T-6" Pb 7'-6" Pb 7'-6" Pb 7'-6" Pff9'- Pb T-6" Pb 2" x 3" x 0.045" 7'-7" Pb T-7" Pb T-7" Pb T-7" Pb T-7" PPb' T 7" Pb 2" x 4" x 0.050" 9'-1" Pb 9'-1" Pb 9'-1" Pb 9'-1" Pb 9'-1" PPb 9'-1" Pb 2" x 5" x 0.062" 20'-5" Pb 20'-5" Pb 20'-5" Pb 20'-4" Ud 19'" Ud 186 Ud 17'-9" Ud Self Mating Sections Tributary Load Width 'W' = Beam Spacing 3'- 0" 4'-0" 5'-0" 6'-0"1 7'-0" 1 8'-0" 9'-0" Allowable Span 'L' / Point d (P) or Uniform Load (U), bending (b), deflection (d) 2" x 4" x 0.044 x 0.100" 11'-8" Pd 11'-8" Pd 1'4' Pd 1 l'-8" Pd 1 11'-8" Pd 11'-8" Pd 1 1 l'-8" Pd 2" x 5" x 0.050" x 0.100" 16-l" Pd 16'-1" Pd Tog 16'-1" Pd 16'-l" Pd 15,4, Ud 15,4, Ud 2" x 6" x 0.050" x 0.120" 20'-4" Pd 20'-4" Pd 20'-4" Pd 20'-3" Ud 19'-3" Ud 18'-5" Ud 17'-8" Ud 2" x 7" x 0.055" x 0.120" 24'-9" Pd 24'-9" Pd 24'-6" Ud 23'-l" Ud 21--11" Ud 20'-11" Ud 20'-2" Ud 2" x 8" x 0.072" x 0.224" 34'-2" Pd 32'-9" Ud 30'-5" Ud 28'-7" Ud 27'-2" Ud 25'-11" Ud 24'-11" Ud 2" x 9" x 0.072" x 0.224" 39'-3" Pd 35'-11" Ud 33'-4" Ud 31'-5" Ud 29'-10" Ud 28'-6" Ud 27'-5" Ud 2" x 9" x 0.082" x 0.310" 42'-5" Ud 38'-7" Ud 35'-10" Ud 33'-8" Ud 31'-11" Ud 30'-7" Ud 29'-5" Ud 2" x 10" x 0.092" x 0.369" 49'-3" Ud 44'-9" Ud 1 41'-7" 1 Ud 39'-1" Ud 37'-2" Ud 35'-6" Ud 34'-2" Ud Snap Sections Tributary Load Width 'W' = Beam Spacing T- 0" 4'-0" 1 T-0" 6'4" T-0" 1 8'-0" 9'-0" Allowable Span' I Point Load (P) or Uniform Load (U), bending (b), deflection (d) 2" x 2" x 0.044" 4'-10" Pd 4'-10" Pd 4'-10" Pd 4'-10" Pd 1 4'-10" Pd 4'-10" 1 Pd 1 4'-10" Pd 2" x 3" x 0.045" T-6" Pd T-6" Pd T-6" Pd 7' 6" 6"t7d- 7'- 6" Pd T-6" Pd 2" x 4" x 0.045" 10'-8" Pd 10'-IF Pd 10'-8" Pd 10' 8" 8 10'-8" Pd 10'-8" Pd 2" x 6" x 0.062" 22'-2" Pd 22'-2" Pd 22'-2" Pd 21'-5" jPdl 5 19'-6" Ud 18'-9"2Fx 7" x 0.062" 26'-8" Pd 26'-8" Pd 25'-9" Ud 24'-3" 0 22'-0" Ud 21'-2" Ud Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 50' and a maximum upright height of 16'. Structures larger than these limits shall have site specific engineering. 3. Span is measured from center of beam and upright 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. Tables are based on a maximum wall height of 16including a 4' max. mansard or gable. Other conditions may offer better spans w/ enclosure site specific engineering. 6. Spans may be interpolated. 7. To convert spans to "C" and "D" exposure categories see exposure multipliers and example on page 1-ii. Example: Max. ' L' for 2" x 4" x 0.050" hollow section with 'W' = 5%0" = 9'-1" 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: lebpe@bellsouth. net PAGE © COPYRIGHT 2006 1.74 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P.E. SCREENED ENCLOSURES I SECTION 1 Table 1.2 120 Allowable Spans for Secondary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Wind Zones up to 120 M.P.H., Exposure "B", and Latitudes Below 30°-30'-00" North (Jacksonville, FL) Uniform Load = 4 #/SF, a.Point Load of 300 #/SF over (1) linear ft. is also considered A. Sections Fastened To Beams With Clips Hollow Sections Tributary Load Width W = Purlin Spacing 3'-6" 4'-0" 1 4'-6" 1 5'4" 1 5'-6" 6'.0" 6'-8" Allowable Span 'L' / Point Load P or Uniform Load (U), bending (b), deflection d 2" x 2" x 0.044" 4'-5" Pb 4'-5" Pb 4'-5" Pb 1 4'-5" Pb 4'-5" 1 Pb 4'-5" Pb 4'-5" Pb 2" x 2" x 0.050" 5'-2" Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb 2" x 2" x 0.090" 7'-4" Pd 7'-4" Pd 7'-4" Pd 7'-4" Pd 7'4" Pd T-4" Pd 7'-4" Pd 3" x 2" x 0.045" 5'-8" Pb 6-8" Pb 5'-8" Pb 5'4' Pb 5'-8" Pb 5'-8" Pb 6-8" Pb 3" x 2" x 0.070" 7'4' Pd 7'-8" Pd 7'-8" Pd 7'-8" Pd 7'-8" Pd T-8" Pd T-8" Pd 2" x 3" x 0.045" T-4" Pd T-4" Pd T-4" Pd 7'-4" Pd 7'-4" Pd T-4" Pd T-4" Pd 2" x 4" x 0.050" 9'-1" Pb 9'-1" Pb 9'-1" Pb 9'-1" Pb 9'-1" Pb 9'4' Pb g'-1" Pb 2" x 5" x 0.062" 14'-1" 1 Pd 14'-1" 1 Pd 1 14'-1" 1 Pd 1 14'-1" 1 Pd 14'-1" Pd 14'-1" Pd 14'-1" Pd Snap Sections Tributary Load Width W = Purlin Spacing T-6" 4'4" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'4- 6'-8" Allowable Span 'L' / Point Load P or Uniform Load (U), bending b), deflection d 2" x 2" x 0.0" 4'-11" Pb 4'-11" IPbl 4'-11" jPbj 4'-11" IPbl 4'-11" IPbl 4'-11" IPbl 4'-11" 113b 2" x 3" x 0.045" 7'-3" Pd 1 T-3" 1 Pd 1 7'-3" 1 Pd 7'-3" 1 Pd 7'4" 1 Pd 1 7'-3" Pd 7'-3" 1 Pd 2" x 4" x 0.045" 9'4" Pd 1 9'-2" 1 Pd 1 9'-2" 1 Pd 9'-2" 1 Pd 9'-2" 1 Pd 1, 9'-2" Pd 9'-2" 1 Pd B. Sections Fastened Throuqh Beam Webs Into Screw Bosses Hollow Sections Tributary Load Width 'W' = Purlin Spacing 3'-6" 4'-0" 1 4'-6" 1 5'-0" 1 T-6- 1 6'-0" Allowable Span 'L' / Point Load (P) or Uniform Load (U), bending (b), deflection (d) 2" x 3" x 0.050" 11'-5" I Pb 11'-5" Pb 11'-5" Pb 1 V-4" Ud 10'-11" I Ud 10'-V' I Ud 1 10'-3" 1 Ud 2" x 4" x 0.050" 13'4" Pb 13'4" 1 Pb 1 13'-8" 1 Pb 13'-8" Pb 13'-8" Pb 13'-8" Pb 13'-8" 1 Pb 2" x 5" x 0.062" 27-4" 1 Pd 22'4" 1 Pd 1 22'-4" 1 Pd 21'-7" Ud 20'-11" Ud 20'4" Ud 19'-7" 1 Ud Snap Sections Tributary Load Width W = Purlin Spacin T-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'-W' 1 6'-0" Allowable Span 'L' / Point Load (P) or Uniform Load (U), bending (b), deflection (d) 2" x 2" x 0.044" 4'4" 1Pb 1 4'-4" 1 Pb 1 4'-4" 1 Pb 1 4'4" 1 Pb 1 4-4' 1 Pb 1 4'-4" 1Pb 1 4'4" 1 Pb Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Span is measured from center of beam and upright connection to fascia or wall connection. 3. Tables are based on a maximum wall height of 16' including a 4' max, mansard or gable. Other conditions may offer better spans w/ enclosure site specific engineering. 4. Spans may be interpolated. 5. 2" x 4" & 2" x 5" Hollow Girts shall be connected w/ an internal or external 1-1/2" x 1-1/2" x 0.044" angle. 6. To convert spans to "C" and "D" exposure categories see exposure multipliers and example on page 14i. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. Example: Max. 'L' for 2" x 4" x 0.050" hollow section fastened to beam with clips with 'W' = 5'-0" = 9'-1" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, R 32121 Telephone # (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net COPYPJGHT2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-77 SCREENED ENCLOSURES I SECTION 1 Table 1.3 120 Allowable Post I Upright Heights for Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at a velocity of 120 MPH, Exposure "B" or an applied load of 15 #/sq. ft. Hollow Sections Tributary Load Width 'W' = Upright Spacing 3'-0" 1 4'.0" 1 5'-0" 1 6'-0" 1 7'.0" 1 8'-0" 9'-0" Allowable Height "H" / bending (b), deflection (d) 2" x 2" x 0.044" 6'-11" b 5'-11" I b 1 5-3" bj 4'-9" b 4'-4" bj 3'-11" b 3'-8" b 2" x 2" x 0.050" T-5" d 6'-7" b 5'-10" b 1 5'-3" b 4'-10" b 4'-5" b 4'-2" b 2" x 2" x 0.090" 8'-7" d 7'-9" d 7'-4" d 6'-8" b 6'-1" b 5'-8" b 5'-4" b 2" x 3" x 0.045" 7' 11" d 7'-3" d T-2" d 6'-6" d 5'-11" b 5'-6" b 5'-2" b 2" x 4" x 0.050" 1 10'-5" b 8'-11" b 7'-11" b 7'-2" b 6'-7" b 6'-l" b 5'4" b 2" x 5" x 0.062" 16-0" b 13'-10" b 12'-3" b 11'-2" b 10'-3" b 9'-7" b 8'-11" b Self Mating Sections Tributary Load Width 'W' = Upright Spacing 3'-0" 4'-0" 1 5'4" 1 6'-0" 1 7'-0" 8'-01, 9'-0" Allowagle,lie' ht "H" / bending (b), deflection d) 2" x 4" x 0.044 x 0.100" 111-4" d 10'-4" A 9'-7" d 8'-9" b 8%0" b 7'-6" b 6'-11" b 2" x 5" x 0.050" x 0.100" 14'-0" d 12'-9" d d 10'-10" b 9'-11" b 9'-3" b 8'-8" b 2" x 6" x 0.050" x 0.120" 16'-5" d 14'-11" d 13'-4" b 12'-2" b 11'-2" b 10'-5" b 9'-10" b 2" x 7" x 0.055" x 0.120" 18'-9" d 16'-3" b 14%6" b 13'-2" b 12'-2" b 11'-4" b 10'-8" b 2" x 8" x 0.072" x 0.224" 23'-2" d 21'-1" d 19'-7" d 18'-5" d 17'-6" d 16'-9" d 16'-1" d 2" x 9" x 0.072" x 0.224" 25'-5" d 23'-1" d 21' 6' d 20'-2" d 19'-2" d 17'-11" b 16-11" b 2" x 9" x 0.082" x 0.310" 27'4" d 24'-10" d 23'-0" d 21'-8" d 20'-7" d 19'-8" d 1 18--11" d 2" x 10" x 0.092" x 0.369" 31'-9" 1 d 28'-10" 1 d 1 26'-9" 1 d 25'-2" d 23'-11" d 22'-10" d 21'-11" d Snap Sections Tributary Load Width 'W'= Upright Spacing 3'-0" 4'-0" 1 5'4" 1 6'-0" 1 7'4" 1 8'-0" 9'-0" Allowable Height "H" / bending (b), deflection (d) 2" x 2" x 0.044" 6-3" d 5'-8" 1 d 1 5'4" d 4'-11" d 4%6" bj 4'-2" b T-10" b 2" x 3" x 0.045" 8'4" d 7'-8" d 7'-2" d 6'-6" b 5'-10" 5'-4" b 4'-11" b 2" x 4" x 0.045" 10'-8" d 9' 8" d 8'-6" b 7'-7" b 6'-10" 6'-3" b 5' 9" 2" x 6" x 0.062" 1 T-5" d 15'-10" d 14'-8" d 13'-10" d 13'-l" Id 12'-7" d 11'-11" lb2" x 7" x 0.062" 19'-8" d 17'-10" d 16'-7" d 15'-7" d 14'-10" 14'-l" b 13'-2" Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W' select upright length 'H'. 3. Above heights do not include length of knee brace. Add vertical distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 30' in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height are designed to be residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0" in span. 7. Max. beam size for 2" x 5" is 2" x 7" x 0.055" x 0.120" 8. Spans may be interpolated. 9. To convert spans to "C" and "D" exposure categories see exposure multipliers and example on page 1-ii. @ COPYRIGHT 2006 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Ft 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 1 -H 1 SECTION 1 1 SCREENED ENCLOSURES 4 Table 1.4 110 Allowable Post / Girt / Chair Rail Spans, Header Spans & Upright Heights for Secondary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at a velocity of 110 MPH, Exposure "B" or an applied load of 13 # I sq. ft. A. Sections As Horizontals Fastened To Posts With Llins Hollow Sections Tributary Load Width 'W'= Upright Spacing T-0" 1 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" Allowable Height "H" oS.Span4" / bending b), deflection (d) 2" x 2" x 0.044" T-5" d 6'-5" b 5'-8" 5'-1" b 4'-8" b 4'-3" b T-11" b 2" x 2" x 0.050" 7'-10" d 7'-1" b b 5'-2" b 4'-9" b 4'-5" b 2" x 2" x 0.090" 8'-11" d 8'-2" d 7'-10" d T-1" b 6'-7" b 6-1" b 5'-9" b 3" x 2" x 0.045" 8'-4" d 7'-4" b 6-6" b 5'-10" b V-4" b 4'-11" b 4'-7" b 3" x 2" x 0.070" 9'-5" d 8'-6" d T-9" b T-0" b 6'-5" b 5'-11" b 5'-7" b 2" x 3" x 0.045" 8'-4" d T-7" d 7'-9" d 6'-11" d 6'-5" d 5'-11" b 6" b 2" x 4" x 0.050" 11'-2" b 9'-7" b 8'-6" b T-9" b 7'-1" b 6'-7" b 6'-1" b 2" x 5" x 0.062" 1T-3" b 14--10" b 13'-2" b 11'-11" b 11--0" b 10'-3" b 7" b Snap Sections Tributary Load Width 'W'= Upright Spacing T-0" 4'-0" 1 5'4" 1 6'-0" 1 T-0" 1 8'4" 1 9'-0" Allowable Height "H" or Span "L" / bending (b), deflection (d) 2" x 2" x 0.044" 6'-7" d 1 5'-11" I d 1 5'-7" 1 d 1 5'-3" 1 d 1 4'-10" 1 b 1 4'-5" 1 b 1 4'-1" b ts. Sections As Monzomals rastenea I o rostS I nrouan Slae Into Screw Bosses Hollow Sections Tributary Load Width 'W'= Upright Spacing T-0" 1 4'.0" 1 5'4" 1 6'4" 1 7'-0" 1 8'4" 1 9'-0" Allowable. Height "H" or Span "L" / bending b), deflection (d) 3" x 2" x 0.045" 9'-7" b 8'-3" b T-3" b 6-6" b 5'-11" b 5'-6" b 1 5'-V b 3" x 2" x 0.070" 11'-5" b 9'-10" b 8'-8" b T-10" b T-2" b 6'-8" 6'-3" b 2" x 3" x 0.045" 11'-2" d 9'-9" b 8'-8" b T-10" b T-2" b 6'-8" 2" b 2" x 4" x 0.050" 12'-6" b 10%9" b 9'-6" b 8'-7" b T-11" b T-4" db 6'-10" b2" x 5" x 0.062" 19'-3" b 16'-7" b 14'-9" b 13'-5" b 12' 4" b 11' 6" 9" b Snap Sections Tributary Load Width 'W'= Upright Spacing T-0" 1 4'-0" 5'-0"1 6'-0" 1 7'-0" 1 8'-0" 1 9'-0" Allowable Height "H" or Span "L" / bending (b), deflection (d) 2" x 2" x 0.044" 8'-10" 1 d 1 T-8" 1 b 1 6'-9" 1 b 1 6'-0" 1 b 1 5'-5" 1 b 1 4'-11" I b 1 4'-7" b Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W' select girt lengths. 3. Site specific engineering required for pool enclosures over 30' in mean roof height. 4. Span/height is to be measured from center of beam and upright connection to fascia or wall connection. 5. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height are designed to be residential gardrails provided they are attached with min. (3) #10 x 1-1 /2" s.m.s. into the screw bosses and do not exceed 8'-0" o.c. 6. Girt spacing shall not exceed 6'-8". 7. Max. beam size for 2" x 5" is 2" x 7" x 0.055" x 0.120" 8. 2" x 4" & 2" x 5" hollow girts shall be connected w/ an internal or external 1-1/2" x 1-1/2" x 0.044" angle. 9. Spans/heights may be interpolated. 10. To convert spans/heights to "C" and "D" exposure categories see exposure multipliers and example on page 1-ii. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Ft 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 1 -84 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam/Upright or Post Upright or Post/Beam Minimum Purlin, Girt Knee Brace Size Notes Minimum Number of Screws' Beam Stitching Screw at 24" OC8x %" 10 x'/." 12 x %" 2x4SMB 2x3SMB orH 2"x2"x0.044" Partial Lap 8 6 4 10 2 x 5 SMB 2 x 3 SMB or H 2" x 2" x 0.044" Partial Lap 8 6 4 8 2 x 6 SMB 2 x 3 SMB or H 2" x 2" x 0.044" Partial Lap 10 8 6 10 2x7SMB 2x4SMB orH 2"x3"x0.044" Full Lap 14 12 10 12 2x8SM6 12x5SMB orH 2"x3"x0.044" Full Lap 16 14 12 14 2 x 9 SMB 2 x 6 SMB 2" x 3" x 0.045" Full Lap 18 16 14 14" 2 x 9 SMB ` 2 x 7 SMB 2" x 4" x 0,050" Full Lap 20 18 16 14" 2 x 10 SMB 2 x 8 SMB 2" x 5" x 0.050" Full Lap 20 18 16 14" Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 8 5/16" 5/8" 2" x 7" x 0.055" x 0.120" 0.063" 10 3/8" 3/4" 2" x 8" x 0.072" x 0.224" 0.125" 12 1/2" 1" 2" x 9" x 0.072" x 0.224" 0.125" 14 or 1/ 4" 3/4" 1-1/2" 2" x 9" x 0.082" x 0.306" 0.190" 5116" 7/8" 1-3/4" 2" x 10" x 0.092" x 0.369" 0.250" 3/8" 1" 2" 0.082" wall thickness, 0.310" flange thickness 1) Stitching screw at 16" O.C. max. Connection Example: 2" x 7" beam & 2" x 5" at beam & gusset plate, (14) #8 x 1/2" sms & upright & gusset plate 14) #8 x 1/2" sms ea. side of beam & upright. Note: 1. Connection of 2" x 6" to 2" x 4" shall use a full lap cut or 1/16" gusset plate. 2. For beam splice connections the number of screws shown is the total for Pach splice with 1/2 the screws on each side of the cut. 3. The number of screws is based on the maximum allowable moment of the beam. 4. The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal anchors may be used. The number shown is the total use 1/2 per side. 5. Hollow splice connections can be made provided the connection is approved by the engineer. 6. If a larger than minimum upright is used the number of screws is the same for each splice with 1/2 the screws on each side of the cut. 7. The side wall upright shall have a minimum beam size as shown above, ie., a 2" x 4" upright shall have a 2" x 3" beam. 8. For minimum girt size read upright size as a beam and puriin size is minimum girt size. (i.e. 2" x 9" x 0.072" x 0.224" s.m.b. w/ 2" x 6" x 0.050 x 0.120" s.m.b. uptight requires a 2" x 3" x 0.045" girt / chair rail.) 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: lebpe@bellsouth.net PAGE COPYRIGHT 2006 1- 94 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. P.O. Box 214368 South Daytona, FL 32121 386-767-4774 fax:386-767-6556 January 1, 2008 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering ALUMINUM STRUCTURES DESIGN MANUAL" 2004 Florida Building Code with 2006 Supplements Dear Building Official/Plans Examiner: This is to certify that the following contractor/company is hereby authorized to use my ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2008. Authorization is on a January to January basis regardless of the edition of the manual. This authorization also applies to contractor master file drawings, "ONE PERMIT ONLY" drawings or any "site specific" drawings that I may fizrnish the contractor. The following contractor/company is hereby added to my 2008 MASTERFILE LIST: Jose Julio Da Silva. Silver Trend, Inc 5974 Lakehurst Dr Orlando, FL 32819 SCC 131149963 Should you have any estions, please contact me at your convenience. Sincerely, P.E. # 16644 SITE EXPOSURE EVALUATION FORM j i I I QUADRANTI I I 1500, I I EXPOSURE I I I I I 1500' -- I 600' I QUADRANT IV I 40' I QUADRANT IIi 600' EXPOSURE EXPOSURE IiI40'- y I 600' 1500' _ _------= I r I I QUADRANT III I 1500' j I EXPOSURE _ I NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: 1" = 800' USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS 'B', 'C', OR'D' EXPOSURE. 'C' OR'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. EXPOSURE C: 1. OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT. 2. ANY'C' EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. 3. NO SHORT TERM CHANGES IN 'B', 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT WITHIN 3 YEARS, SITE WILL BE'B'. 4. FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ANY QUADRANT FOR GREATER THAN 1,500 FEET. EXPOSURE D: FLAT, UNOBSTRUCTED AREAS THAT ARE 1,500 FT INLAND FROM THE SHORE LINE AND ARE EXPOSED TO WIND FLOWING OVER WATER FOR A DISTANCE OF AT LEAST 1 MILE. SITE IS EXPOSURE: 7W EVALUATED BY: DATE: SIGNATURE: + '/ ; LICENSE b-14 4 Design Check List for Pool Enclosures (Page 1 of 4) I. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Supple ents, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure B''C'7 or'D'O; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; Negative I.P.C. 0.00; _ MPH Wind Zone for 3 second wind gust; Basic Wind Pressure ; Design pressures are _ PSF for roofs & _ PSF for walls. (see page 1 ii for wind loads and design pressures) A 300 PLF point load is also considered for screen roof members. Notes: Wind velocity zones and exposure category is determined by local code. Design pressures and conversion multipliers are on page 1-ii. 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. Phone: ? `s ;) Contractor / Authorized Rep* Name (please print) Job Name & Address Note: If the total of beam span & upright height exceeds 50' or upright height exceeds 16', site specific engineering is required. III. Building Permit Application Package contains the following: Yes No A. Project name & address on plans ...... ........ .. ........... . El B. Site plan or survey with enclosure location ... ........... .. ...... .......... 0 C. Contractor's / Designer's name, address, phone number, & signature on plans .... D. Site exposure form completed ....... .. .. .......... .... ...... ....... ... E. Enclosure layout drawing @ 1/8" or 1/10" scale with the following: M 1. Plan view with host structure, enclosure length, projection from host structure, r''-'`' 0 and all dimensions 2. Front and side elevation views with all dimensions & heights ....... M Note: All mansard wall drawings shall include mansard panel at the top of the wall. 3. Beam location (show in plan & elevation view) & size .. j`;+.n.. ..... Table 1.1 & 1.6) Roof frame member allowable span onu rsions from 120 MPH wind zone, B" Exposure to 'IMP,hi wind ne d'% orQ'C" orM'D" Exposure for loadc (lwidthofL, Note: Conversion factors do not apply to members subject to point load (P). Look up span in appropriate 120 MPH span tabl and apply thwfo wing formula: Span / Required Converted @ 120 MPH /,/"' Span / Height o.00 ( or d 1.00 (b c d) x 1,00 (b or d) _ r Wind one Multiplier q Exposure Multiplier see page 1 ii) (see page 1 ii) 4. Upright location (show in plan & elevation view) & size ....................... Table 1.3 & 1.6) 5. Chair rail & girt size, length, & spacing . ........ .. .. ..... ........ 1. Table 1.4) e_ 6. Eave rail size, length, spacing and stitching of ............... ................ r7l m Table 1.2) Must have attended Engineer's Continuing Education Class within the past two years. b-1 e Design Check List for Pool Enclosures (Page 2 of 4) Wall frame member allowable span conversions from 120 MPH wind zone, "B" Exposure to 0.00 MPH wind zone and/or CDC" or0'D" Exposure for load width of 1.00 : Look up span in appropriate 120 MPH span tabl and agply the following 7 la: Span / Height Required Converted @ 120 MPH ` Span / Height or MPH ) _ .00 (b or x 1.00 (b or d 1.00 (b or Win Zone f Multi r ;/ Exposure Multiplier i p r- (see page 1 ii) Yes No 7. Enclosure roof diagonal bracing in plan view A Y/lt ................. 8. Knee braces length, location, & size ................. ,!`'f ................. Ear Table 1.7) 9. Wall cables or K-bracing sizes shown in wall views ....... Ni5.............. IV. Highlight details from the Aluminum Structures Design Manual: Yes No A. Beam & purlin tables with size, thickness, spacing, & spans / lengths ............. Ea ED Tables 1.1 & 1.2 or 1,91 & 1.,9'14 B. Upright & girt tables with size, thickness, spacing, & spans / lengths ............. 21i Tables 1,3 & 1.4) C. Table 16with beam & upright combination .................................... D. Connection details to be use such as: 1. Beam to upright........................................................... Y 2. Beam to wall..........................................lv.'` ... ........... Ea 3. Beam to beam ....................................... W 4. Chair rail, purlins, & knee braces .......................................... 5. Extruded gutter connections ................................................ E3 6. Angle to deck and / or sole plate ............................................ 7. Anchors go through pavers into concrete ....................... ^I. J.'...... 8. Minimum footing and / or knee wall details ................................... 9. Cable or K- brace details Section 1 ............................. r!F'... Wall area calculations for cables: W = wall width, H = wall height, R = rise W1 = width @ top of mansard, W2 = width @ top of wall E. Select footing from examples in manual. Example 1: Flat Roof Front wall @ eaves-ft. x ft. = 0.00 ft.2 @ 100% = 0.00 ft.2 W H a Largest side wall: ft. x ft. = 0.00 ft.2 @ 50% _ W H b r' 0.00 ft.2 TO AL - i --......... Total area / (233 ft.2 / cable for,/32") - able pairs} 0.00 ft.2 ir. Total area / (445 ft.' / cable" for 1 8") _ cable pairs Side wall cable calculation: 0.00 @ 100% _ '.... 0.00 ft.2 b Side wall area / (2?3 ft.2 / cable for 3/32") = 0 cable(s) or Side wall area / (445 ft.2 / cable for 1 /8") = 0 cable(s) b-2