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HomeMy WebLinkAbout120 Walnut Crest Run (2)Permit # 0(,0-3 rrry nr SANFORD PERMIT APPLICATION Job Address: OY v 70`51, Description of Work: / Historic District: A/ O Zoning: �j�- Date: / — "11,9 — a�RECEIVED t I W i/. �� �� 0 C T 0 4 200 Value of Work: 0 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 than X) Parcel #: (Attach Pro of nership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: _ Address: Arch itect/Engineer: Address: State License Number: t Person: Phone: Phone: Fax: 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. 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 fe&-,ml agencies. Acceptance of permit is verification th I wil notify the owner of the property of the requirements of Florida Lien a , F 13. / Signature of Owner/Agent Date Sig aure of Ctrtor/ gnDate ac Print Owner/Agent's Name ' Print on ct r/A 's Nam S atur o Nota -State of Floli v'py'.,, NQ�� @S �iI1CiF2WS Signature of Nota "State•of.Eloi d Date * MYCOMMISSION# DD152220 EXPIRES �% ' E`r813t6 B October 14 2006 � 14NTON BONDEDTHRUTROY FAIN INSURANCE,INC ";,% P.9YCGosi''tISStON# p Owner/Agent is =Personally Known to Me or Contractor/A ent is ` Persotially Know, to Me o�8�91 �p00-3440TAFay wary 25, 2007 Produced ID Produce ..:;,;y�s�nunt Assoc. Co. APPLICATION APPROVED BY: Bldg: �–� t " Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (initial & Date) Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 'Af<LLL k, t -1A. DAVID JOHNSON, CrA, ASA PROPERTY APPRAISER SEMINOLE COUNTY FL. 1101E. FIRST ST SANFORD, FL 32771-1 468 407-665-7506 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 22-19-30-502-0000-0940 Number of Buildings: 1 Owner: ROTH BRETT & SHEILA Depreciated Bldg Value: $169,036 Mailing Address: 120 WALNUT CREST RUN Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $29,500 Property Address: 120 WALNUT CREST RUN SANFORD 32771 Land Value Ag: $0 Subdivision Name: PRESERVE AT LAKE MONROE Just/Market Value: $198,536 Tax District: S3-SANFORD-WATERFRONT REDVDST Assessed Value (SOH): $198,536 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $173,536 Tax Estimator 2005 VALUE SUMMARY Tax Value(without SOH): $3,480 SALES 2005 Tax Bill Amount: $3,480 Deed Date Book Page Amount Vac/Imp Qualified Save Our Homes (SOH) WARRANTY DEED 12/2004 05553 1686 $231,700 Improved Yes Savings: $0 Find Comparable Sales within this Subdivision 2005 Taxable Value: $174,389 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... Frontage Depth Method Units Price Value LOT 94 PRESERVE AT LAKE MONROE PB LOT 0 0 1.000 29,500.00 $29,500 62 PGS 12 - 15 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2004 13 1,532 4,081 3,479 CB/STUCCO $169,036 $170,743 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 459 Appendage / Sgft OPEN PORCH FINISHED / 143 Appendage / Sgft UPPER STORY FINISHED / 1947 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.orglpls/weblre_web. seminole_county_title?parcel=22193050200000940... 11/4/2005 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 94, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: PER 7189 PLAT) THE FINISHED FLOOR ELEVATION OF THIS kUNPLA'TTED STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE0'41 4'1'15'----- CITY OF SANFORD CODE CHAPTER 6, SEC, 6-7(A), Noa I ' 4 ` O a=6'02'02"; 7 ; J i 9.5510 9 i t� G O.FT. * I L=60.55' R=575.00'r-- 7 1 CB=N08'23'15"E C=60.53' SSE `� ' I 13 30 I � , :t, LEGEND - ,CE I ;o 1\ iL — - — BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY UNE 1 1 4 EXISTING ELEVATION � 1 LDCONCRETE / LD LAND SURVEY+NG BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT Iz ' PCP PERMANENT CONTROL POINT 7"'^,+ 6 (P) PER PLAT (M) MEASURED i as• END FOUND C/W CONCRETE WALK 5/W SIDEWALK LOT 95 LOT 93 CP CONCRETE PAD S.e sa CS CONCRETE SLAB I 40.D' 1 C CHORD LENGTH ♦� 0 PK PARKER KALON t 1 R RADIUS I TWO STORY ; AOC POINT OF CURVE i CONCRETE BLOCK I U I END NAIL AND DISC & WOW FRAME LB 868 (11/29/04) 'l ° RESIDENCE, END 1/2- IRON ROD AND CAP �'_ y ELEol VATION-1&07 M 0 LB 86393 (11/29/04)CD r' - CNA CORNER NOT ACCESSIBLE LO 6 DENOTES DELTA ANGLEIt 1`7 i n It L Ld DENOTES ARC LENGTH a% © 5. 11 ry 1t.J' i (nLLJ C.D. DENOTES CHORD BEARING �-- L.] _ .. PC DENOTES PONT OF CURVATUREz >COVEREU. µyo PI DENOTES POINT OF INTERSECTION 13.4' PRC DENOTES POINT OF REVERSE CURVATURE I b PT DENOTES POINT OF TANGENCY I n I.I.) 1'YP TYPICAL 1 a/CAIR CONDITIMER 1 Q CDW CONCRETE BLOCK WALL I 20.7' RP RADIUS POINT 8.7 pill OVERHEAD UT' _ = I a ILITY LINE 1 ; .I . �. •i i to IDEN RFICAPON I _ POE POINT ON LINE PCC POINT OF COMPOUND CURVE i :CONCRE7E'`y I Q -------------- WALK tS ' �'.;:,-�+. ' WALK 15 Q / 10' UTILITY EASEMENT I ON LNE I ON _LINE _ 1. . I 4=23'4,7.07• vi 1 y112657" m C`248.38' a U: I L.f 19 77 PRC R=600.00. a� R.600.00 R CB,N23'IS'49'E $ i+ C9.T105'41'17•£ ---.�_ 246.6I' M1 '^ —�� Cr119.52' 1 — CE "EWAY FOR THE BENEFIT AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY. LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY. IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 11-29-04, UNLESS OTHERWISE SHOWN. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 1120294 0035 E DATED 4/17/95 AND FOUND A.35'WO4 R1G/17- L-36&10' R-600 oo' CB�NI r32'51'E c-362.38' WALNUT CREST REIN 50' RIGHT-OF-WAY 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. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11 HEREBY CERTIFY, THAT THIS BOUNDARY f---- rid' �a w f---- rid' �a SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) r 'i 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 SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL-GAI LE-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 SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW I 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" RISER PANELS ATTACHED PERI CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL 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 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: 2) #10 x 1-1/2" S.M.S. 'HROUGH SPLINE GROOVES ;IDE WALL HEADER ATTACHED TO 1" x 2" OPEN IACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. ,IDE WALL GIRT ATTACHED 1 " 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" XZ -1/4 ONCRETE/MASONRY .NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND /ALLS 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 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-65% PAGE I @ COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY VCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS <-00161[7_P. cm EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" 1'-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS o ROOF PANEL ROOF:.PANEL TO-WA—L-L- DETAIL— V SCALE: 3" = 1'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 1 140 1 150 #8 1 #10 1 #12 1#12 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 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. GLASS & MODULAR ROOMS UNIFORM LOAD r- L 7-1� A B SINGLE SPAN CANTILEVER C_ - UNIFORM LOAD l l A B C 2 SPAN SECTION 313 UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM LOAD l l l A B C D UNIFORM LOAD 3 SPAN A B C D E 4 SPAN NOTES: 1) L = 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) 767.4774 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. 36'27 6 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable UprigWHeights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 1. � 4 -f 14 $ICF Sections ----- Tributary Load Width 'W'= Purlin Spacing 3'-0" 3'-6" 4'-0" 1 4'-6" 1 5'-0" 5'-6" 1 67-0" 6'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 9'-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" bj 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 7'-11" b T-8" b T-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 9'-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-7" b T-4" b 7'-1" b 2" x 3" x 0.045" Snap 14'-4" b 13' 4" b 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" x 0.045" Snap 17'-7" b 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 11'-1" b For 3 second wind gust atL11Z'u-Mrn"veloclry; usnly ucalyn IV W Tributary Load Width 'W'= Purlin Spacing Sections 3'-0" 3'-6" 1 4'-0" 1 4'-6' 1 5'-0" 1 5'-6" 6'-6" 1 ti Allowable Height 'H'/ ding 'b' or deflection 'd' 7'-0" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b T-1" b -be 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b T-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 3' x_2" -z-0:04'5 Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b T-8" b 7-4 -b1 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'-1'1" b 12'-2" b 11'-7" b 11'-0' b 10' 7" b 10'-2" b 9'-9." b 9' 5" b 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b :2."max-5 =•z=0:050"—==S:M:6: 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 1:3=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 1T-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 7'-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: (3a6) 767-4774 FAX: (386) 767-6556 PAGE A © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENN ETT, P.E. 0 SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A V-, . \ Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust aY`120' MWyelocity; using design load of 13 #/SF (43 #ISF for Max. Cantilever) MIUI III I IU I II-MIIV)/ VVVJ I- 2"x2"x0.044""` Width (ft.) ",T§§ --n Max. 1 8 2 Span 3 -Span 4 Span Cantileverp Load Max. Span 'L'/ (bending 'b' or deflection 'd')M10 - 2"x2"x0.055" Max. Span 'L' / (bending 'b' or deflection 'd') 1 8, 2 Span 3 Span 4 Span Max. p p Cantilever 5 5'-1" d 6'-3" d 6'-4" d 1'-0" d5'-4" d 6'-7" d 6'-9" d 1'-1" d <�61 4'-9" d 5,=1:Qt--0r 5'-11" b 0'-11" d5' 0' d 6'-3" d 6' 4" d 1'-0" d 7 4'-6" d 5'-7" d 5'76" b 0'-11" d4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 5'-4" b 5,-1" b 0'-10" d4'-7' d 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d4'-5' d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-1.0" d4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 T-11" d. 77 b 4' 4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 T-9" d 4'-4" b 4'-2" b 0'-9" d 12 3' 11" d 4' 9" b 4'-7" b o'-10" d 3" x 2" x 0.045" Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.)Max. 1 8 2 Span 3 Span 4 Span Cantilever 3" x 2" x 0.070" Load Max. Span V1 (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5'-8" d T-1" d 1 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 7'-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 1 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 1 5'-2" b 1 5-0" b 0'-10" d 12 4'-9" d 5-11" d 5'-11" b 0'-11" d 2 3"-x'0:045 Load Max. Span 'L' 1 (bending 'b' or deflection 'd') Width (ft.)Max. 1 8, 2 Span 3 Span 4 Span Cantilever 2" x 4" x 0.050" Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 S an 4 S an Max. p p Cantilever 5 7'-1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'-4" d 11'-2" b 1'-10" d AZ6 7 r,;,6 -2—d? 6'4" d 8'-3" d T-8" b T-11" b T-5" b 1'-4" d 1'-3" d 6 7 8'-8" d 8'-2" d 10'-7" b 9'-9" b 10'-3" b 9'-5" b 1'-9" d 1'-8" d 8 6'-1" d 7'-2" b 6'-11" b 1'-2" d 8 7'-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 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b 1'-5" d 11 5115" d 6'-1" b 5'-11" b 1'-1" d 14 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. 3K�1 SOLID ROOF PANEL PRODUCTS Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span SECTION 7 Table 7.3.6 Allowable Spans for 0.024"-PRO-FAB Composite Panels 26'-2" 25'-3" w/ EZ-LOCK for Various Loads 24'-1" 1T-5" 19'-6" 18'-10" 4'-0" Metals USA Building Products L.P. 25'-3" 20'-6" 22'-11" 22'-2" Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density ," x 48"x 0.02' "-Roof Panel w/ EZ-LOCK Open Structures Screen Rooms Wind Mono-Sloped Roof 8 Attached Covers Glass &Modular Rooms Enclosed Overhang 1 Cantilever Region 182 3 4 182 3 4 182 3 4 All 123 MPH span span span span span span span span span Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" A .110 MPH f 120.MPH:. 21'-4" 23'-10" 23'-0" 18'-8" 20'-4" 22'-9" 21'-11 -1T=5"-L 20'-11" 20'-2" 19'-5" 18'-10' 13'-9" 12'-6" 15'-4" 13'-11" 14'-10" 13'-6" 4'-0" 4'-0" 12'-4" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 13'-3" 12'-4" 13'-9" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'14 4" x 48" x 0.024" Roof Panel w/ EZ-LOCK 5" x 48" x 0.024" Roof Panel w/ EZ-LOCK 6" x 48" x 0 024" Roof Panel w/ EZ-LOCK REmETALS USATM Lawrence E. Bennett, P.E. FL # 16644 Building Products L.P. 7815 American Way, Groveland, FL 34736 CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE:(386)767-4774 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 FAX:(386)767-6556 TOLL FREE: 1-800-342-9077 bkaufmann@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 Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All oofs Roofs- 100• -MPH 1100 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 1T-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'4" 20'-7" 13'-9" 15'11" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11" 14'-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" " 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" Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All oofs Roofs- 100• -MPH 1100 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 1T-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'4" 20'-7" 13'-9" 15'11" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11" 14'-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'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5" 12'11" 11'-4" 4'-0" Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 1&2 3 4 span span span Overhang 1 Cantilever All Roofs 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'-6" 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'-0" 26'-1" 20'-11" 23'-5" 22'-7" 15'-1" 18'-1" 17'-6" 4'-0" 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'-3" 17'-0" 16'-5" 13'-4" 14'-11" 14'-5" 4'-0" 150 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 18'-2" 13'-8" 13'-11" 13'-5" 4'-0" Wind Region Note: Total roof panel width = room width + wall width + overhang Open Structures Mono loped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 29'-1" 32'-0" 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" 20'-1" 22'-5" 21'-8" 4'-0" 120 MPH 27'-8" 30'-11" 29'-11" 23'-9" 26'-6" 25'-8" 18'-5" 20'-7" 19'-10 4'-0" 123 MPH 26'-8" 29'-9" 28'-9" 23'-1" 25'-9" 24'-11" 1T-10" 19'-11" 19'-3" 4'-0" 130 MPH 24'-7" 27'-6" 26'-6" 21'-8" 24'-3" 23'-5" 15'-9" 18'-9" 18'-2" 4'-0" 140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 14'-9" 17'-4" 15'-11 4'-0" 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 13'-8" 15'-4" 14-10" 4'-0 " SECTION 3A 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 SCREEN, ACRYLIC & VINYL ROOMS 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" = 1'-0" (1) #5 BAR CONT. 2'-0" MIN. 3-1/2" (T`FP. BEFORE SLOPE ALL SLABS) Q e bo /\/\ 8" TYPE I TYPE II FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2" / 12" 2" / 12" - V-10" 4" MIN. (2) #5 BAR CONT. 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 e3Tm (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 © COPYRIGHT 2004 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 2 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) BEi4M TO BEAM CONNECTION DETAIL SCALE: 3" = V-0 HOST STRUCTURE MASONRY w OR FRAMED WALL Co (SELECT FASTENERS FROM LU ~ 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 BEAM \ DEPTH LARGER THAN 3" SECTION 9 TABLES) 0 LU Q� ® ALTERNATE CONNECTION: ® (1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8'.' ® INTERNAL U -CHANNEL ATTACHED TO WOOD FRAME PRIMARY BEAM WALL W/ MIN. (3) 3/8" x 2" LAG (SEE SPAN TABLES % SCREWS OR TO CONCRETE SECTION 2) OR MASONRY WALL W/ (3) 1/4" ANGLE OR RECEIVING x 2-1/4" ANCHORS OR ADD (1) CHANNEL ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" BEAM TO WALL CONNECTION DETAIL SCALE: 3" = l'-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 2-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I SECTION 3A 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 design load of 11 #ISF Self Mating Sections T -O" 1 6'-0" Tributary Load Width 'W'= Purlin Spacing 1 T-0" 1 8'-0" 1 9'4" 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 11'4' b 10'-5" b 9'-11" b 9'-6" b 2" x 5" x 0.050" x 0.100" 1 T-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 IT -10" b 16-8" b 15-9" b 14'-11" b' 14'-3" b 13'-8" b Tx 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 164" 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 1 25'-11" b 1 24'4" b 1 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 264" 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" 1 40'-7" d 38'-3" d 364" d " 34'-9" d 32'-9" b 31'-1" 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 -for Ridge -Beams with Self Mating Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at�120 MPH.welocity; using design load of 13 #/SF Self Mating Sections 5'-0" 6%0" Tributary Load Width W'= Purlin Spacing T-0" 1 8'-0" 1 9'-0" 1 10%0" 1 Allowable Span V/ bending 'b' or deflection 'd' 11'-0" 2" x 4" x 0.044 x 0.100" 13-7" b 12'-5" b 11'-6" b 10'-9" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 2" x 5" x_0.050_' x 0.100" 16-10" b 164" b 14'-2" b 13'-3" b 12'-6" b 11'-11" b 11'-4" b 10%10" b 2'-'x,6'1 -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 16-6" b 14'-9" b 14'-2" b 2" x 7" x 0.055" wl insert 27'-5" d 25'-9" d 24'-6" d 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" b 22'-4" : 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 2T-11" b 25'-11" b 24'-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" b 26'-7" b 25'-1" b 23'-9" b 22'-8" b 21'-9" b 2" x 10" x 0.092" x 0.369" 1 38'-5" d 36-2" d 34'-2" b 31'-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. 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. 0 0 0 o z CO 0 m x N M o v Table 3A.1.3-120 Allowable Beam Spans for Miscellaneous Framing Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust -a 120-MP.H7velocity; using design load of 13 #/SF Ah.-I..��r., A11- ana*k T.a Hollow and Single Self -Mating Beams 2'-6" 3'-0" 3'-6" Tributary Load Width 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" Allowable Span 'L' f bending 'b' or deflection 'd' 7'-0" 7'-6" =8' -OJ 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" cl 2" x 4" x 0.044" x 0.100" 12'-11" d 12'-2" d 11'-6" d 11'-0" d 10'-7" d 10'-3" d 9'-11" A 9'-8" d 9'-5" d 9'-2" d -8'-11" d 8'-9" d 2" x 5" x 0.050" x 0.100" 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 10'-10" d 2"�x,6" x 0:050'=x-0.120 18'-8" d 17'-7" d 16'-9" d 15'-11" d 15'-4" d 14'-10" d 14'-5" d 13'-11" d 13'-7" d 13'-3" d 12'-11" d -1.2'28_-d= 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" w/ 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" d 18'-3" d 17'-10" d 17'-8" d 2" x 8" x 0.072" x 0.224" 26'-5" d 24'-10" d 23'-7" d 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'-3" 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"dl 32'-3" d 30'-10" d 29'-8" d 28'-8" d 27'-9" d 26'-11"di 26'-3" d 25'-7" d 25'-0" d 24'-6" d Double Self -Mating Beams 2'-6" 3'-0" 3'-6" Tributary Load Width 4'.0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" Allowable Span 'L' / bending 'b' or deflection 'd' 7'.0" 7'-6" 8'-0" 2" x 8" x 0.072" x 0.224" 33'-3" d 31'-4" d 29'-9" d 28'-5" d 27'-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'�t" 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 30'-10" d N r o Z o CD � Note: o r n 1. It is recommended that the engineer be consulted on any miscellaneous framing beam that spans more than 40' Z CD CO z 2. Spans are based on 120 M.P.H. wind load plus dead load for framing. M o Z ITf 3. Span is measured from center of connection to fascia or wall connection. CO m m W m W 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 Z „ _ a (D beam spans, W m o m 5. Spans may be interpolated. crn(D m Wim= O 4-0 i D m y00Z -I m D n m a r U n ,yr ,Z > M w m ~ � D CY' 11 rn _ to � N n X M M Z D 0 r n Po Z' r O O ip GLASS & MODULAR ROOMS SECTION 38 RIDGE CAP #8 x 1/2" (3) PER PANEL _ #8 x 1/2" @ 24 O.C. ' 3„ ROOF p PNEP" Lri x ' N ) U I — 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 ' - 3` ROOF X 2`X� NU) 60" MAX ® ® 2" x 6" S.M.B. HEADER x i.l ALTERNATIVE BEAM SUPPORT GLASS ROOM FRAMING DETAILS 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) 767-4774 FAX: (386) 767-65% PAGE © COPYRIGHT 2004 A NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 313-15 SECTION 36 COVERED AREA TAB AREA 3/8" TO 1 /2" ADHESIVE BEAD FOR A 1" WIDE ADHESIVE STRIP UNDER SHINGLE GLASS & MODULAR ROOMS SUBSEQUENT ROWS STARTER ROW COMPOSITE PANEL W/ EXTRUDED OR BREAK FORMED CAP SEALED IN PLACE W/ ADHESIVE OR SCREWS SEALANT BEADS COMPOSITE ROOF PANEL WITH ALTERNATE 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) SUBSEQUENTTROINSTALLED WITH THE HE ROOFS OPE WITH ONE STRIP OF ADHESIVE UNDER NG I DERTHE SHN THE INGLE AT DIRECTION OFT 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 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, 6 8D 767-4774 FL 32121 TELEPHONE: FAX: (386) 7671556 PAGE © COPYRIGHT 2004 3LE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. -24 NOT TO BE REPRODUCED IN WHO AF4� Ab atuditiilCnIA f11 m 11f44 itNi,r ..,� L.,,,� _ 'T�" V Aux c m atyEdi c4ty lcUaC R&f oiirEwma-mP � s:i+3 iJ i l: r- 13i�1it34b1A ... . '�` 1.1 c is " �4DDI�oN oR mw�� DAr ,Ay yTn s. 1l. Lai Kilf JA044 Permit No. �•f STATE OF. /--,/ : -/ ,47 COUNTY OF: n z—A-i,%-� •"..:r•�!."_;'.l.�,;y- I��N'����Y���Y�IA I��I�1�H1.�����1N� Prager llddm Im I NST R E160506 92 94'9 2938 stonewall PL OR IItt 08245 FFG 0024 PIGS= i Sanford, FL 327773 MARTHA 0. HAYNIE, COMPTROLLER 407-324'996 ORANGE COUNTY, FL 10/13/2005 08:49:03.AM REC FEE 10.00 NOTICE OF COI1f MENCEREUTST PAGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following; information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, ad street address if available) / 2. General description c improve . nt: 3. Owner information: � �� Jul a. Name and Address: ZZ {� I b. Interest in property: C. Name and address of fee simple ' titleholder (if other than owner): 4. Contractor. (name and address) Stonewall 5. Surety: FL 3= a. Name and address: 407.324.9960 f b. Amount of bond (6. 7. R E Lender. (Name and Address) Persons within the State of Florida designated by Owner upon whom notices or other documents may be served,as provided by section 713.3 (1) (a) 7., Florida Statutes: (name and address) In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: (name and address) Expiration date of notice of commencement (the expiration date is one (1) year from the date of recording unless a different date is specified) Sworn and subscribed before me this day os (Si t of Nota 7,,." , Public) Nancy Lees Andrews % MY COMMISSION # `DDI 52220 EXPIRES "ctober 1% 2006 BONDED THRU TROY FAIN INSURANCE, INC (Notary's Name & �... Wtv (Signature . Owner) (Owner's (Owner's Address)