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HomeMy WebLinkAbout317 Clydesdale CirCITY OF SANFORD PERMIT APPEICATION �jc 0-5 Permit # : C—_ J?_ v Date: �- 7 .lob Address:-;?/ 7 L7�cl CIG C (i // � 1�ev-`i, f � `7�ca� 7%J Descriptionof.Work: C'c'4-1y Historic District: Zoning: Value of Work: S Permit Type: Building ✓' Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other titan X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Ad 3/ 7 L Contractor Name & H aZ,$1.1 K4n #7 c7 V -C, / / — — - - -Phone: Ye ddress: r' 4 * d � .0 -v;, (/ C,_- -{ Phone & Fax: Contact Person: Phone: Bonding Company: Address: -`MAR NO Mortgage Lender: IV14 Address: Architect/Engineer. �'�� t"� i1 t'HMPone: -----.-.__._ Address: ax: - - --- 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, et OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicalde lawo-. tegotating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA i+ING TWICE FOR IMPROVEM NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE ORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the`tequirements 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 bf additional permits required from other governmental entities such as water management districts, state,agencies, or federal agencies. t Acceptance of permit is veri'ricati n that I will notify the owner of the property of therequirements of Florida Lien Law, FS 71 . ignature of OwAr/Agent Date Signature 6TCon7acOKAgent ate Print Owner/A s N me Print 7 kk� Signature of Notary -State of Florida Date Sign; Owner/Agent is _ Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: t1 ".` ` .�'vit.IftiSEC1 o 0'a'Y � u::: State of Florida son;n . �?xniras June 27, 20( No. DD 129465 "Zoning: I & Date) (Initial & Date) Utilities: Name A... .I/J7 /0 IS, DEBBIE BIANTON MY COMMISSION # DD 188491 EXPIRES: February 25, 2007 Ry -Pers n o1Xryy..0 r`as49 �6. FD: _ (initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 L)Eli-, CLYDESDALE CIR Davis JOHNSON, CFA, ASA PROPERTY APPRAISER SEMINOLE COUNTY FL. i 1101 E. FIRST sT �WAY407-665-7506 SAHFORD, FL32771-1468 BEL 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 18-20-31-505-0000 Number of Buildings: 1 Parcel Id: 0260 Tax District: S1-SANFORD Depreciated Bldg Value: $125,391 Owner: KANHOYE RAMDEO Exemptions: 00- Depreciated EXFT Value: $0 & NANDENI K HOMESTEAD Land Value (Market): $27,000 Address: 317 CLYDESDALE CIR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $152,391 Property Address: 317 CLYDESDALE CIR Assessed Value (SOH): $143,924 Subdivision Name: BAKERS CROSSING PH 1 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $118,924 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $2,351 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $2,351 WARRANTY DEED 03/2003 04754 0877 $152,800 Improved Save Our Homes (SOH) $0 Savings: WARRANTY DEED 10/2002 04561 0607 $21,500 Vacant 2004 Taxable Value: $114,732 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 26 BAKERS CROSSING PH 1 PB 60 PGS 27 - 29 LOT 0 0 1.000 27,000.00 $27,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2003 8 1,955 2,390 1,955 CB/STUCCO $125,391 $126,658 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 10 Appendage / Sgft GARAGE FINISHED / 425 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?parcel=18203150500000260... 4/11/2005 i PLAT OF SURVEY � DESCRIPTION: (AS FURNISHED) LOT 26, BAKERS CROSSING PHASE +I, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOT PLATTED PER THIS PLAT CENTERLINE OF I RIGHT-OF-WAY r PI BEL clAN Wq Y — CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: DRII TITLE COMPANY OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE Co. OF PENNSYLVANIA RAMDEO KANHOYE AND NANDENI K. KANHOYE CH MORTGAGE. COMPANY, I, LTD. NOTE 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERiFIEO AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-20-03, UNLESS OTHERWISE SHOWN. 3, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. S "S 1 1 I > 0� — — RIGHT OF WAY LINE I N N s 109.46' w N O O` a N W S8917'34"E POINT ON PLAT BOUNOARYT-- -25.44 -" - ----1 -------- 5' DRAINAGE EASEMENT J O MEASURED —lmn iM I TYP 60.0' / n V ) W I �w0. o v ` I OM U O �. OLo W ":.,.. I N pm uC) W L() ' r rp42 o z ¢ v W O q i �W,` o >� p w (J r ¢ I 25.3 b 60.0' 3 z3 3 I vi A/C. PAD 5' DRAINAGE EASEMEN J Q 'S s N89'17'34"W oI O ; J0 > 109.21' V) n a� W N I3 "I LOT 27 U CENTERLINE OF I RIGHT-OF-WAY r PI BEL clAN Wq Y — CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: DRII TITLE COMPANY OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE Co. OF PENNSYLVANIA RAMDEO KANHOYE AND NANDENI K. KANHOYE CH MORTGAGE. COMPANY, I, LTD. NOTE 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERiFIEO AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-20-03, UNLESS OTHERWISE SHOWN. 3, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. S "S I" = 30' GRAPHIC SCALE 0 15 30 LOT 28 F' cil Mt OF .-- 1 1 I > - CENTERLINE — — RIGHT OF WAY LINE I N N N. CONCRETE w N O LS LAND SURVEYOR PR61 PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) J O MEASURED —lmn iM OIf) TYP I / n V ) r I I" = 30' GRAPHIC SCALE 0 15 30 LOT 28 F' cil Mt OF .-- - BUILDING SETBACK LINE - - CENTERLINE — — RIGHT OF WAY LINE EXISTING ELEVATION O CONCRETE L8 LAND SURVEYING BUSINESS LS LAND SURVEYOR PR61 PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) -- MEASURED —lmn LEGEND Q FND NAIL & DISC LB #4671 (01-20-03) FND 5/8 IRON ROD AND CAP O LB #4671 (01-20-03) CNA CORNER NOT ACCESSIBLE Z� DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PIDENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL -14 N 4-4 i I/f -) ell -I Ir I -e / ff j7)1 i I/f -) ell -I Ir I -e SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) SCALE: N.T.S. HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL ABLE SOLID ROOF. ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 I ' i GLASS & MODULAR ROOMS UNIFORM LOAD l a A B t$INGLE SPAN CANTILEVER UNIFORM LOAD �2 SPANS SECTION 313 UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM LOAD Z l l A B C �2 SPANS SECTION 313 UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM LOAD UNIFORM LOAD 3'SPAN A B C D I E 4 SPAN NOTES: 1) 1 = Span Length a = 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 - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4T74 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 313-27 L-.- _._ . - _ -.. . . . l Z Z A B C D UNIFORM LOAD 3'SPAN A B C D I E 4 SPAN NOTES: 1) 1 = Span Length a = 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 - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4T74 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 313-27 L-.- _._ . - _ -.. . . . SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH,END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: '21 #10 x 1-1/2" S.M.S. 'HROUGH SPLINE GROOVES 'IDE WALL HEADER JTACHED TO 1" x 2" OPEN IACK W/ MIN. (2) #10 x 1-1/2" >.M.S. IDE WALL GIRT ATTACHED TO ' 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 BALLS MIN. 1" FROM EDGE OF :ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. s SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ RISER PANELS ATTACHED PER 1-1/4" FENDER WASHERS PER CHAPTER 7 4'-0" PANEL ACROSS, THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3"= 1'-0" HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3"x 2" I HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE; (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-7 r SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-120 Allowable(Edge_Bear,-Spans' Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 1;20wMPH'velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) r�unuiunr+nvy - '2.'—x`=2' -:-)-0:044"-A 2" x 2" x 0:055" Load Width (ft.)Max. Max. Span 'L' / (bending 'b' or deflection 'd') 1 8 2 Span 3 Span 4 Span Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.). 1 & 2 Span 3 Sp p an 4 Span Max. Cantilever 5 5'-1" d 6'-3" d 6'-4" d 1'-0" d 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d C6 C 4z9—d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 1'=0" d 7 4'-6" d 5'-7" d 5'-6" b 0'-117 d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 T-11" d 1 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-1.0" d 12 3'-9" d 4'-4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') Max. 1 8 2 Span 3 Span 4 Span Cantilever Load Max. Span 'L' / (bending 'b' or deflection . Max. Width'(ft.) 1 & 2 S an 3 S an 4 Span p pCantilever 5 5'-8" d T-1" d T-2" d 1'-2" d 5 6'-5" d T-11" d 8'-1" d 1'-3" d 6 5'-4" d 6'-8" d 6'-9" d 1'-1" d 6 6'-0" d T-5" d T-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-5" d 1'-0" d 7 5'-9" d T-1" d T-3" d 1'-2" d 8 4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d 1'-1" d 9 4'-8" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" d. 6'-6" d 6'-8" d 1'-1" d 10 4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" .d 1'-0" d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 12 4'-3" d 5'-2" b 5'-0" b 1 0'-10" d 12 4'-9" d 5'-11" d T-11" b 0'-11" d 2' x 3" x 0.045" 2' x 4" x 0.050" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection'd') Max. 1 8 2 Span 3 Span 4 Span Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 S 4 S Max. an an p p Span Cantilever 5 T-1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'11" d 11'-2" b 1'-10" d 6 6-8" d 8'-3" d T-11" b 1'-4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 6'-4" d T-8" b T-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8 6'-1" d T-2" b 6-11" b 1`-2" d 8 T-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9" b 6'-6" b 1'-2" d 9 7'-6" d 8'-8" b 8'-4" b 1'-6" d 10 5'-7" d 1 6'-5" b 6'-2" b 1'-1" d 10 T-3" d 8'-2" b_ T-11" b 1'-5" d 11 5'-5" d 6'-1" b T-11" b 1'-1" d 11 6'-11" b T-10" b T-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6'-8" b T-6" b T-3" 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 # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 p NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-11 y a SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Up ht -.He ghts, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 ..-J ...7-J -..-& -4-44n uou l.nlnri4v rlcinn docinn load of 11 #/SF Sections Tributary Load Width 'W' = Purlin Spacing 3'-0" 1 3'-6" 1 4'-0" 4'-6" 5--07—T--5—'-6---T 6'-0" 1 6' 6" Allowable Height 'H' I bending 'b' or deflection 'd' 7'-0" 7'-6" 2" x 2" x 0.044" Hollow9'-5" b 8'-9" b 8'-2" b. T-8" b 7'-4' b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b T-11" b T-7' b T-3" b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9' b 8'-4" b T-11" b T-8" b 7'-5" b T-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11' b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b T-10" b 9'-5' b 8'-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0' b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1' b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b T-11" b T -T' b T-4" b T-1" b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 1 12'-5" b 11'-9" b '11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x0.045" Snap 1T-7" b 16'-3" b 15'-3" b 14'4" b 13'-7" b 12'-11" b 1 12'-5" b 11'-11" b 1 11'-6" bj 11'-1" b rVr J ACGV114 will. Vwaa aa-„ _ �� •�.r - •� ---- -- ----- - Tributary Load Width W'= Purlin Spacing Sections L3'=0::�, 1 3'-6" . 4'-0" 1 4'-6" 1 L5'-0 5'-6" 1 6'-0••6_6"j Allowable Height 'H'/ bending 'b' or deflection 'd' 7'-0" 1 7'-6" 0:0.4,_4-- Hollow L8118"gib 1 8'-0" b 7'-6" b 7'-1" bj 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 1 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b T-9" b T-4" b 6'-11' b 6'-8" b 6'-5" b 6'-2" b 5'-11" b s3,'.x:2'-x=0:045" Hol[&,w 10'-5" b 9'-7" b 8'-11" b 8'-6" b C8'_:0_bi T-8" b 7'-4" b T-1" b 6-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b T-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6' b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b Ll0'-7" b 40'-2" b 9'-9" b 9'-5" b '2'.*x-4" x-0:046=----S--M.Br _ 17'-6" b 1 16'-3" b 15'-2" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b C1:1' 1a1';'b 11'-6" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16-10" b 16'-0' b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7' b 17'-9" b 16-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b 8'-5" b T-11' b T-7" b T-4" b T-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b 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 #16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 7676556 PAGE © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNErr, P.E. I SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.3.6 Allowable Spans for 0.024" PRO-FA_BlComposite Panels w/ EZ -LOCK for Various Loads_ Metals USA Building Products L.P. Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3{�v dR"_Y_0 09A"Rnnf Panel w/ F7 -LOCK Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span \S rreen_Roo'ms--. & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang I Cantilever All Roofs ;100 MPH 21'4" 23'-10" 23'-0" 20'4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'4" 14'-10" 4--0- J20.-MPH: 20'-4" 22'-9" 21'-11" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 12'4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 10'4" 3'-11" All .. AR" .. n MA" 0-^f Drool —1 1=7-1 r1r_K Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 182 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 -MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 1 15-1" 18'-0" 17'-5" 19'-8" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'4" 20'-7" 13'-9" 15'-4" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11" X14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'4" 12'-9" 4--0- ,150 MPH 13'-6" 15'-1" 14'-7" 13'-0" 15'-1" 14'-7" 10'-5" 12'-4" 11'-4" 4'-0" q" ". AR" v n MA" D....f 0-1 —1 1=7-1 nric Wind Region Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs %2 3 4 1&2 3 4 1&2 3 4 span span span span span span span span $,span 100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-1" 27'-2" 19'-8" 21'-11" 21'-3" 4--0- 110 MPH 26'-5" 29'-6" 28'-0" 23'-2" 25'-10" 24'-11" 18'-2" 20'4" 19'-8" 4'-0" 120 MPH 25'-2" 28'-1" 27'-2" 21'-6" 24'-1" 23'-3" 15'-6" 18'-8" 18'-0" 4'-0" 123 MPH 24'-2" 27'4" 26'-1" 20'-11" 23'-5" 22'-7" 15'-1" 18'-1" 117'-6" 4-4- 130 MPH 22'-4" 24'-11" 24'-1" 19'-8" 21'-11" 21'-3" 14'4" 15'-11" 15'-5" 4'-0" 140 MPH 15'-3" 17'-0" 16'-5" 15'4" 17'-0" 16'-5" 13'4" 14'-11" 14'-5" 4'-0" 150 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 12'-5" 13'-11" 13'-5" 4'-0" R" v AR" v n MA" Dnnf D.nnl —1 F7-1 rN'K Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 29'-1" 32'-6" 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'-3" 23'-5" 4'-0" 110 MPH 29'-1" 32'-6" 31'-5" 25'-6" 28'-6" 27'-6" j 20'-1" 22'-5" 21'-8" 4'-0" 120 MPH 27'-8" 30'-11" 29'-11" 23'-9" 26'-0" 25'-8" 18'-5" 20'-7" 19'-10" 4--0- 123 MPH 26'-8" 29'-9" 28'-9" 23'-1" 25'-9" 24'-11" 17'-10" 19'-11" 19'-3" 4--0- 130 MPH 24'-7- 27'-6" j 26'-0" 21'-8" 24'-3" 23'-5" 15'-9" 18'-9" 18'-2" 4'-0" 140 MPH 16'-9" 18'-9" 18'-2" 1 16'-9" 18'-9" 18'-2" 14'-9" 17'-4" 15'-11" 4'-0" 150 MPH 16'-9" 18'-9" 1 18'-2" 1 16'-9" 18'-9" 18'-2" 13'-8" 15'-4" 14'-10" 4'4" Note: Total roof panel width = room width + wall width + overnang EMETALS USATM Lawrence. E. Bennett, P.E. FL # 16644 . Building Products L.P. CIVIL ENGINEER - DEVELOPMENT CONSULTANT 7815 American way, Grovel and, FL 34736 P.O. BOX 214368, SOUTH DAYTONA,FL32121 TELEPHONE: (386) 767-4774 TEL: (352)787-7766 x202 FAX: (352) 429-2011 FAX: (386) 767-6556 TOLL FREE: 1-800-342-9077 bkaufinann@metalsusa.com PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-45 . ... . .... j SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS I 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 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" TAPCON TO SLAB OR FOOTING ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4",= V-0" - 4" MIN. (2) #5 BAR CONT. (1) #5 BAR CONT. 2'-0" MIN 3-1/2" (TYP. - .1%- a 'F BEFORE SLOPE ALL SLABS) e C14 O" 1 7 n TYPE I r._�kFrJ TYPE II FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2" / 12" 2" / 12 - 1'-10" 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. 3. 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 II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 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 e3T"' (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II 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 II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4"= V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE q @ COPYRIGHT 2004 I 3A -3H I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. L._ - SCREEN, ACRYLIC / VINYL, GLASS &-MODULAR`ROOMS I SECTION 3 [SOLID] ROOF PANELS (COMPOSITE BEAM OR N TYPE) FASTEN PANEL O (PER DETAILS IN SECTION 7 AND I OR 3) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS I- U)C9F Q�zw? >�0w w W I I.- Ln (9 �C.9 _ W O SCREEN OR SOLID WALL _ (MAY FACE IN OR OUT) HOST STRUCTURE ROOFING — 2" STRAP - LOCATE @ EACH POST, (2) 1/4" x Z' LAG SCREWS @ 24" O. C. (MAX.) EACH STRAP (2) #10 x 1/2" SCREWS USE ANGLE EACH SIDE FOR 2 x 2 TO POST CONNECTION WITH HOLLOW POST 6" MAXIMUM EDGE BEAM TABLES: SCREEN &VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: (PARTIALLY ENCLOSED) 3.2.1, 3.2.2 (ENCLOSED) 3.3.1, 3.3.2, 3.3.3 POST SELECT PER TABLE 3.4 USE 2 x 3 MINIMUM 1/4" BOLT @ 24" O.C. MAX. WITHIN 6" OF EACH POST FASTEN 2 x 2 POST — - W/ (2) EACH #10 S.M.S. INTO SCREW SPLINES 2" x 2" x 0.062" ANGLE EACH I ® EXTRUDED SIDE (3) EACH #8 S.M.S. EACH OR SUPER LEG INTO POST AND INTO ® GUTTER MAX. DISTANCE TO GUTTER (MIN.) HOST STRUCTURE WALL FASCIA AND SUB -FASCIA 36" WITHOUT SITE SPECIFIC ENGINEERING EXTRUDED OR SUPER GUTTER / RISER (OR TRANSOM) WALL (&- FASCIA (WITH SOLID ROOF) SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386)767-6556 © COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-19 .. _ .__.. _ . ___j R 0 01 0 c� r sy CD a < n 0 Z CD 0 M ^' m T M M W 0 o CD Wmo Q $, c m 49 joy A -n z171 CO T ,yi— 'z �k C31 C� Table 3A.1.3-120 Allowable Beam Spans for Miscellaneous Framing Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #!SF Hollow and Single Self -Mating Beams MIU111umu1 2'-6" y 3'-0" 3'-6" Tributary Load Width 4'-0' 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" Allowable Span 'L' I bending 'b' or deflection 'd' 7'-0" 7'-6" 2" x 4" x 0.050" Hollow 11'-7" d 10'-10" d 10'-4" d 9'-10" d 9'-6" d 9'-2" d 8'-11" d 8'-7" d 8'-5' d 8'-2" d 8'-0" d 7'-10" d 2" x 5" x 0.062" Hollow 14'-11" d 14'-0" d 13'-4" d 12'-9" d 12'-3" d 11'-10" d 11'-5" d 11'-1' d 10'-10" d 10'-7" d 10'-4" d 10'-1" d '2'_x=4_x-0:044'_z=0 1:00") 12'-11" d 12'-2" d 11'-6" d 11'-0" d 10'-7" d 10'-3" d 9'-11" -d 9'-8" d 9'-5" d 9'-2" d 8'-11" d 45'-6" d 15'-11" d 15'-0" d 14'-3" d 13'-8" d 13'-2" d 12'-8" d 12'-3" d 11'-11" d 11'-7" d 11'4" d 11'-1" d 2" x 6" x 0.050" x 0.120" 18'-8" d 17'-7" d 16'-9" d 15'-11" d i 15'-4" d 14'-10" d 14'-5" d 13'-11" d 13'-7" d 13'-3" d 12'-11" d 12'-8' 2" x 7" x 0.055" x 0.120" 21'-4" d 20'-1" d 19'-0" d 18'-3" d 17'-6" d 16'-11' d 16'-5" d 15'-11" d 15'-6" d 15'-1" d 14'-9" d 14'-5" d 2" x 7" x 0.055" wl insert 25'-9" d 24'-3" d 23'-0" d 22'-0" d 21'-2" d 20'-5" d 19'-9" d 19'-3' d 18'-9" dl 18'-3" d 17'-10" d 17'-6" d 2" x 8" x 0.072" x 0.224" 26'-5" d 24'-10" d 23'-7" di 22'-7" d 21'-8" d 20'-11' d 20'-4" d 19'-9" d 19'-2" d 18'-9" d 18'-4" d 17'-11" d 2" x 9"x 0.072" x 0.224" 28'-11" d 27'4.' d-25'-11" d 24'-9" d 23'-10" d 22'-11" d 22'-3" d 21'-8" d 21'-1" d 20'-7" d 20'-1" d 19'-8" d 2" x 9" x 0.082" x 0.306" 30' 0" d 28'-3" d 26'-10" d 25'-8" d 24'-8" d 23'-10" d 23'-1" d 22'-5" d 21'-10" d 21'-4" d 20'-10" d 20'-4" d 2" x 10" x 0.092" x 0.369" 36' 1" d 33'-11" d 32'-3" d 30'-10" d 1 29'-8" d 28'-8" d 27'-9" dl 26-11" d 26'-3" d 25'-7" (11 25'-0" d 1 24'-6" d Double Self -Mating Beams 2'-6" 3'-0" 3'-6" Tributary Load Width 4'-0" 4'-6" 5'-0' 5'-6" 1 6'-0" 1 6'-6" Allowable Span 'L' I bending 'b' or deflection 'd' 7'-0" 7'-6" 2" x 8" x 0.072" x 0.224" 33'-3" d 31'-4" d 29'-9" d 28'-5" d 2T 4" d 26'-5" d 25'-7" d 24'-10" d 24'-2" d 23'-7" d 23'-1" d 22'-7" d 2" x 9" x 0.072" x 0.224" 36'-6" d 34'4" d 32'-7" d 31'-2" d 29'-11"d 28'-11"d 28'-1" d 27'-3" d 26'-6" d 25'-11"d 25'4" d 24'-9" d 2"x 9" x 0.082" x 0.306" 38'-10" d 36'-6" d 34'-8" d 33'-2" d 31'-11"d 30'-10"d 29'-10"d 28'-11"d 28'-3" d 27'-7" d 26-11" d 26'-4" d 2" x 10" x 0.092" x 0.369" 45'-6" d 42'-10" d 40'-8" d 38'-11"d 37'-5" d 36'-1" d 34'-11"d 33'-11"d 33'-1" d 32'-3" d 31'-6" d 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. n X M Z 0 r n 90 Z 11 O. 9 C SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.4-110 Allowable Spans for Ridge Beams with Self Mating Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using designrload of 11 #/SF Self Mating Sections 5'-0" 1 6'-0" Tributary Load Width 'IN' = Purlin Spacing 1 7'-0" 1 8'-0" 1 9'-0" 1 10'-0" 1 Allowable Span 'L' / bending 'b' or deflection 'd' 11'-0" 1 12'-0" 2" x 4" x 0.044 x 0.100" 14'-6" d 13'-6" b 12'-6" b 11'-8" b 11'-0" b 10'-5" b 9'-11" b 9'-6" b 2" x 5" x 0.050" x 0.100" 17'-11" d 16'-8" b 15'-5" b 14'-5" b 13'-7" b 12'-11" b 12'-4" b 11'-9" b 2" x 6" x 0.050" x 0.120" 21'-0" d 19'-3" b 17'-10" b 16'-0" b 15'-9" b 14'-11" b 14'-3" b 13'-8" b 2" x 7" x 0.055" x 0.120" 23'-9" b 21'-9" b 20'-1" b 18'-10" b 17'-9" b 16-10" b 16'-0" b 15'-4" b 2" x 7" x 0.055" w/ insert 28'-11" d 27'-3" d 25'-11" d 24'-9" d 23'-7" b 22'-5" b 21'-4" b 20'-5" b 2" x 8" x 0.072" x 0.224" 29'-8" d 27'-11" d 25'-11" b 24'-4" b 22'-11" b 21'-9" b .20'-9" b 19'-10" b 2" x 9" x 0.072" x 0.224" 32'-7" d 30'-5" b 28'-2" b 26'-4" b 24'-10" b 23'-7" b 22'-6" b 21'-6" b 2" x 9" x 0.082" x 0.310" 33'-9" d 31'-9" d 30'-2" d 28'-10" d 27'-3" b 25'-10" b 24'-8" b 23'-7" b 2" x 10" x 0.092" x 0.369" 40'-7" d 38'-3" d 36'-4" d 34'-9" d 32'-9" b____31' -l-_ b 29'-8" b 28'-5" b Notes: 1. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 2. Spans may be interpolated. Table 3A.1.4-120 Allowable Spans fo` Ridge Beams with Self Mating Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust lat-120-MPH-velocity; using design load of 13 #/SF Self Mating Sections 5'-0" 1 6'-0" 1 Tributary Load Width 'W' = Purlin Spacing 7'-0" 1 8'-0" 1 9'-0" C1:0'_0: --J 11'-0" Allowable Span V/ bending Vo deflection; d' 1 12'-0" 2'z 4"'x0:044 z J00"_ )13'-7" b 12'-5" b 1 11'-6" b 10'-9" b 10'-1" b („9_7_' -b, 9'-2" b 8'-9" b 16'-10" b 15'-4" b 14'-2" b 13'-3" b 12'-6" b i 11'-4" b 10'-10" b 2" x 6" x 0.050" x 0.120" 19'-5" b 17'-9" b 16'-5" b 15'-4" b 14'-6" b 13'-9" b 13'-1" b 12'-7" b 2" x 7" x 0.055" x 0.120" 21'-11" b 19'-11" b 18'-6" b 17'4" b 16'-4" b 15'-6" b 14'-9" b 14'-2" b 2" x 7" x 0.055" w/ insert 27'-5" d 25'-9" d 24'•8" d 1 23'-0" b 21'-8" b 20'-7" b 19'-8" b 18'-10" b 2" x 8" x 0.072" x 0.224" 28'-1" d 25'-10" b 23'-11"jb2FT b 21'-1" b 19'-11" b 19'-1" b 18'-3" b 2" x 9" x 0.072" x 0.224" 30'-8" b 27'-11" b 25'-11"3" b 22'-10" b 21'-8" b 20'-8" b 19'-9" b 2" x 9" x 0.082" x 0.310" 31'-11" d 30'-1" d 28'-5"7" b 25'-1" b 23'-9" b 22'-8" b 21'-9" b 2" x 10" x 0.092" x 0.369" 38'-5" d 36'-2" d 34'-2"11" b 30'-2" b 28'-7" b 27'-3" b 26'-1" b Notes: 1. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 2. Spans may be interpolated. v Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767.6556 PAGE © COPYRIGHT 2004 3A-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. GLASS & MODULAR ROOMS RIDGE CAP - #8 x 1/2",(3)iP R PANEL #8'x 1/2" @ 24 O.C. PN Fp 3' ROO i �m x CN SECTION 313 x X X x BEAM SUPPORT STUDS (TYPICAL) RECEIVING CHANNEL (6) #8 x 1/2" S. M. S. TO STUD AND (8) #8 x 1/2" S.M.S. ` TO BEAM ra 3° R°°F I m x 2 N U) I 60" MAX ® ® 2" x 6" S.M.B. HEADER x CN ALTERNATIVE BEAM SUPPORT GLASS ROOM FRAMING DETAILS SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 313-15 t SECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS CONNECTOR MAY BE (2) ANGLES, INTERNAL 'U' CHANNEL OR EXTERNAL'U' CHANNEL EACH SIDE OF CONNECTING BEAM W/ SCREWS (PER SECTION 9) PRIMARY / FRAMING BEAM (SEE SPAN TABLES SECTION 2) MINIMUM NUMBER S.M.S. 3/4" LONG REQUIRED EQUAL TO BEAM DEPTH (SEE SECTION 9) EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (4) #10 x 1-1/2" INTERNALLY SECONDARY BEAM / PURLINS(SEE SPAN TABLES SECTION 2) ABEAM -TO -BE -AM CONNECTION -DETAIL SCALE: 3" = 1'-0" BEAM TO WALL CONNECTION: (2) 2" x 2" x 0.060" EXTERNALLY MOUNTED \ ANGLES ATTACHED TO WOOD FRAME WALL W/ MIN. (2) 3/8" x 2" LAG SCREWS PER SIDE OR TO CONCRETE W/ (2) 1/4" x 2-1/4" ANCHORS OR MASONRY ® WALL ADD (1) ANCHOR PER ® SIDE FOR EACH INCH OF BEAN HOST STRUCTURE MASONRY U = m ® DEPTH LARGER THAN 3" OR FRAMED WALL a Q (SELECT FASTENERS FROM w ® ALTERNATE CONNECTION: SECTION 9 TABLES) 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 PRIMARY BEAM SCREWS OR TO CONCRETE (SEE SPAN TABLES -� OR MASONRY WALL W/ (3)1/4" SECTION 2) x 2-1/4" ANCHORS OR ADD (1) ANGLE OR RECEIVING ANCHOR PER SIDE FOR EACH CHANNEL INCH OF BEAM DEPTH LARGER THAN 3" BEAM TO WALL CONNECTION DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4T74 FAX: (386),767-6&% PAGE © COPYRIGHT 2004 2-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. s SECTION 7 1 SOLID ROOF PANEL PRODUCTS COVERED AREA pl II Illlllli TAB AREA Ilillpu�'III�IIIIW iUl' I 3/8FOR A 1" WIDE IADHESVE IVE Il,lu'Iil�ll' 'III STRIP UNDER SHINGLE / ` SUBSEQUENT ROWS IIdIId,p,,��pl�,plll STARTER ROW COMPOSITE PANEL W/ EXTRUDED OR BREAK FORMED CAP SEALED IN PLACE W/ ADHESIVE OR SCREWS SEALANT BEADS PROFAB COMPOSITE ROOF PANEL WITH SHINGLE FINISH DETAIL SCALE: N.T.S. ATTACH SHINGLES TO COMPOSITE ROOF PANELS WITH INDUSTRIAL ADHESIVE*. APPLY ADHESIVE IN A CONTINUOUS BEAD 3/8" TO 1/2" DIAMETER SO THAT THERE IS A 1" WIDE STRIP OF ADHESIVE WHEN THE SHINGLE IS PUT IN PLACE. FOR AREAS UP TO 120 M.P.H. WIND ZONE: 1) STARTER ROWS OF SHINGLES SHALL HAVE ONE STRIP OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA AND ONE UNDER THE SHINGLE AT MID TAB AREA. STARTER SHINGLE ROW INSTALLED WITH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE. 2) SUBSEQUENT ROWS OF SHINGLES INSTALLED WITH THE TABS FACING IN THE DOWNWARD DIRECTION OF THE ROOF SLOPE WITH ONE STRIP OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA. FOR AREAS ABOVE 120 M.P.H. WIND ZONE: 1) STARTER ROWS OF SHINGLES SHALL HAVE TWO STRIPS OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA AND TWO STRIPS AT MID TAB AREA. SHINGLE ROW INSTALLED WITH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE. 2) SUBSEQUENT ROWS OF SHINGLES INSTALLED PER PREVIOUS SPECIFICATION WITH TWO STRIPS OF ADHESIVE AT MID COVERED AREA. * ADHESIVE: CHEM REX - PL PREMIUM 948 URETHANE ADHESIVE OR OSI - RF140 MINIMUM ROOF SLOPE: 2" IN 12" Lawrence E. Bennett, P.E. FL # 16644 mEBB UYIITM CIVIL ENGINEER - DEVELOPMENT CONSULTANT B U l l d i n g P r O d U C t S L. P. P.O. BOX 214368, SOUTH DAYTONA, FL 32121 7815 American Way, Groveland, FL 34736 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com PAGE q © COPYRIGHT 2004 7-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Permit Number::: i" Parcel Identification Number, + Prepared by Return to: NOTICE OF COMMENCEMENT F State of 1 / County of MARYANNE MORSE, CLERK OF CIRCUIT CMT; SEMINOLE COLWY BK 05709 FOG 1561 CLERK" S * 20E15072576 RECORDED 85/M12M 820:11LO:13 FSM RECORDING FEES I&W RECORDED BY L McKinley CERTIFIED COPY MARYAMNE MORSE CLERK OF CIRCUIT COURT SEMINOLE CPUNTYNFLORIDA. The undersigned hereby gives notice that improvements) will be made to certain real property, and in accorid with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. KAY -3 2005 2. General description. of 7. Lender (if any) who is personally known to me OR as identification. Signature of Notary (notarial seal to appear below) ti f z J.J 7,72006 Forth Revised: 3/98 N" CUD '129463.5 f v'. V