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2504 Poinsetta Ave
CITY OF SANFORD PERMIT APPLICATION RECEIVED. . Permit # : / 3 0 3Date: 7 ' -O� 2007 Job Address: 2St3� iso /,)I $ ttg "I' vi- S'�2-Qj12o1 Fl 3X773 Description of Work: _ Sc-/Z,PPa /'Lc k 1,2) C.) Historic District: Zoning: Value of Work• $ 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 - -\1 Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 0 6 2,0- 31 - SOZ- 0300- U/ Vo (Attach Proof of Ownership & Legal Description) Owners Name & Address: Pte%( !-�'.c 1-1hW -'" Q Y L Phone: Ku/ "�' 063)62 Contractor Name & Address: Curt j9J 70% C[7 A.111 /Z, t J 14/? 0 C' )01 32-.7 2/ State License Number. SCC 0,56'7 S-54 Phone & Fax: 1402- 3 .Z 3 —4;010 X07-3Z3-69/'36ontact Person: T/h'I mety? ¢ ,t/Ovt Phone: X07- 3�3-iy'o/p Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: / Flih//lP1iCe �jgY7rIC7t/� Phone: 31-,4- 7627 47/Yf Address: Qb 0co, Z/4 -36r, Sc��i/i �l/ �ivi�9 �=/ 3Z/ 21 Fax: _3ir6 - 767 - . 6556 t 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 he 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 federal agencies Acceptance of permit is verification that I will notify the owner of the property of the requiremen f F nd,Lien Laaw, FS 13. A o djA rmr� i7�7 h'lv/\ 9-- 2-7 -o,7 Signature of Owner/Agent Date Signature Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name R�k, Signa re of Notary -State of Florida Date Signahtre of Notary -State of Florida Date DeDDie Dunne 8r+orm - �° �e Dlane Brown • • My Commroopn OD335ti63 • eeCitown to Me or Contractor/Agent i r _ Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: AJo2 Utilities: FDL;D (initial & at (Initial & Date) (Initial ate) MARYMNE MORSIr, C.ERIt OF CIRCUIT COURT Y z,ter eL 5,n, � i SE�rr��rol� Cou�rn ENINCII E CDi iT�t 70/ Ccj,c r U iI �I_rC_ fcaltfaas lwsuwll. 21alce j{ 08801 Pq 1018; (1pq) CLERK, S # ay)j�-i24F.r-)4 NOTICE OF COMMENCE D 08/207/2CW 04:07158 F1 . Rrt;C]Rt)IN13 F�gS 1t1.{1t1 State of Florida Rel SnW bf inole Permit No. Tax Folio No. (PID The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the folling. information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) lT7Z. W 3 - M4/TG/'1 tI s o 6, - zy 3/ - So 2— 3 o --c/ GENERAL DESCRIPTION OFIMPROVEMENT OWNER INFORMATION Name and address gag" % 4 Interest in property (Fee Simple, Partnership, etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER) CONTRACTOR Name and SURETY (Bonding Company) Name and address 10��'� -'ARYAN RC�IT CD�R� _.1 rnU1101ice: Amount ofBond 1 ¢k r LENDER tea. Name and address Persons within the State of Florida designated by Owner upon whom noticeor other documents may be served as provided by Section 713.13(1)(a)?., Florida Statutes: Name and address In addition to himseK Owner designates provided in Section 713(l)(b), Florida Statutes. Of to receive a copy of the L ienor's Notice as Expiration Date of Notice of Commencement (rhe expiration date is I year from date of recording unless a different date is specified.) Signature of Owner Sworn to and subscribed before me this Day 02091_. fwDsbbie DWm Brown My Commissio ExpirYs: MY oOf"`"1° w DD35M3 pExpres NMember 19, 2005 Notary Public The oregoing ' was acknowledged. before me this �aday of 20 0 `1 by (name.of person acknowledged), wh is personally known to me or who has produced ' n (type of identification) as inen ification and who did/did not take an oath. Central Aluminum SCREEN SERVICE 701 Cornwall • Sanford, Florida 327739TM (407) 323-6010 • (904) 775-4751 POOL ENCLOSURES • PATIO ROOMS • CARPORTS • AWNINGS • VINYL WINDOWS LIC# RX0021055 Date Z �7 C'�7 I J Estimate Customer Z,�L LI Order Mailing Address Job Address cS� GC Phone 4/&?2- .325— ' Work SCREEN, / j x Mesh .......Y. Color .......... ROOF Enamal ........ Color .......... DOORS I.S. Swing ...... O.S.Swing ...... SPLASH Size........... Color.......... POST Size........... BEAM Size........... Color .......... GUTTER Color .......... Size........... Downspout ..... Color .......... Job Description Install Pool Enclosure Roof Style Roof Fiberglass Screen Walls Posts, 2 x 2 Chairail, Doors i 16 Aluminum Box Beams 2 x 2,Purlins >G SG tiJG'�� Total NIOWAWALA Lot Blk. Sub. Amount eK�� i%q� r Less Down Payment 4 //>�Zc7 BALANCE PAYABLE UPON COMPLETION UNLESS OTHERWISE SPECIFIED Oe Propose hereby to furnish material and labor— complete in accordance with above specifications, for the sum dollars $ Payment to be made as follows:�� , 't All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according Authorized to standard practices. Any alteration or deviation from above specifications involving extra costs will be Signature executed only upon written orders, and will become an extra charge over and above the estimate. All agreements conogent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tornado, Note: This proposal may be and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us it not accepted within days ....................................................................................................................................................... ,Acreptante of PrapIIsal — The above prices, specifications, and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment Signature— will be made as outlined above. 7 ) Date of acceptance Signature Ciity of S.nford, Flor;da IMPERVIOUS SQUARE FOOTAGE ALLOWANCE Please submit with building permit application SITE A LOT # TOTAL L/ COVERAGE ALLOWED �7-5 % OR SQUARE FEET HOUSE 1ST FLOOR SLAB C_/ 5 [ . -(2t. LANAI/PORCH/ SUNROOM ETC. '52-o 5li, . '•' 4 FRONT ENTRANCE Z4 �c co C9 n S 1A6% DRIVEWAY f �i SIDEWALK iV p`c�,d�r�•S oft#A c.uood S\r e.A — (ate C oh 5 bS ` I flflISC. ACCESSORY STRUCTURE 3.= q Y. 3p �- (04 HOUSE SUB TOTAL J ,9 `J § I POOL DECK CONCRETE N)P, POOL (INCLUDING WATER) POOL SUB TOTAL OTHER PROPOSED IMPERVIOUS K OTHER SUB TOTAL TOTAL J \ LESS ALLOWABLE ^OVER] UNDER' T:\FORMS\Impervious Square Footage Allowance.doc 2Sock t7 0 1R%et-� �- AiN . Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/web/re_web.seminole_coutity title?parcel=06203150203000180&c... 8/27/2007 L-114 ,l3J8.37 r�3! 47.0LK DAVID JOHNSON. CFA, ASA E SR 46 PROPERTY 10 91 2 APPRAISER 16 17 E I ,e 7 d' 19 Z �� SEMINOLE OOU NTY FL. 5 3 20 m _ _20. 11 21 1101. E. FIRST sT 22 D id s � 7 SANFOIRD,FL32771-,4fs8 407-665-7506 23 L 23 r 1�.0 'D 24 m 8.A 204 a 23 26 11.0 M 10 11 2007 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 06-20-31-502-0300-0180 Depreciated Bldg Value: $129.116 Owner: ALLMAN ROBERT L & ZELLA G Depreciated EXFT Value: $0 Mailing Address: 2504 POINSETTA AVE Land Value (Market): $52.013 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 2504 POINSETTA AVE SANFORD 32773 Just/Market Value: $181.129 Subdivision Name: PALM TERRACE Assessed Value (SOH): $84.805 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD (1994) Taxable Value: $59.805 Dor: 01 -SINGLE FAMILY Tax Estimator Tax Reform Analysis 2007 Notice of Proposed Property Tax 2006 VALUE SUMMARY Tax Amount(without SOH): $2.810 SALES 2006 Tax Bill Amount: $1,136 Deed Date Book Page Amount Vaclimp Qualified Save Our Homes (SOHJ Savings:_ $1,674 Find Comparable Sales within this Subdivision 2006 Taxable Value: $57,737 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value FRONT FOOT & LEG LOTS 1819 + 20 BLK 3 PALM TERRACE DEPTH 150 130 .000 365.00 $52.013 PB 4 PG 82 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1957 3 1.876 2.592 1.876 BLOONCIC $129.116 $184.452 FAMILY Appendage / Sgft UTILITY UNFINISHED / 88 Appendage i Sqft OPEN PORCH FINISHED / 28 Appendage l Sgft DETACHED GARAGE UNFINISHED / 600 NOTE: Appendage Codes included in Living Area. Base, Upper Story Base. Upper Story Finished. Apartment. Enclosed Porch Finished. Base Semi Finshed OTE: 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/web/re_web.seminole_coutity title?parcel=06203150203000180&c... 8/27/2007 Permit #: Project Name: 07-3083 Screen Enclosure Address: 2504 Poinsetta Ave. Plans Reviewed By: Richard Denman 10/08/2007 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 against the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All 2004 Florida Building Codes are to be complied with. CC ry.. PERMIT # DAiE: Jd(— PLAT OF BOUNDARY SURVEY DESCRIPTION (As Furnished) LOTS 18, 19 & 20. BLOCK 3, PALM TERRACE, according to the plat thereof as recorded in Plat Book 4, Pages 82-83 of the Public Records of Seminole County, Florida, 0 FOUND 1/4" IRON ROD I I I I IM Ia I� I FOUND IRON BAR I r- 0 —I CA r- 0 --I cn LOT 6 LOT 17 N89'50'59"W 130.12'(M) NOTE: `— ' ` NO EASEMENTS OF RECORD HAVE BEEN PROVIDED TO THIS FIRM. NO TITLE OPINION OR ABSTRACT OF MATTERS AFFECTING TITLE OR BOUNDARY TO THE SUBJECT PROPERTY OR THOSE OF ADJOINING LANDS HAVE BEEN PROVIDED. THERE MAY BE DEEDS OF RECORD, UNRECORDED DEEDS OR OTHER INSTRUMENTS WHICH COULD AFFECT THE BOUNDARIES OR USE OF THE SUBJECT PROPERTY. Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294 0045 E, last dated 4/17/95, it appears from a scaling of said map that the land described hereon is shown to be in Zone X", (AREA OF MINIMAL FLOODING) Said map is not a Survey and no responsibility is token for the information contained in or the accuracy of the above referenced map. 1. This Plat represents a Boundary Survey of the description as furnished Harrison Surveying and Mapping. Inc. per client's Instruction and makes no claims regarding ownership or rights of possession. 2. Bearings shown hereon are based on the EAST line of Lots 18-20 , Being N 00'00"00' E, Assumed. 3. This surveyor has not searched the public records or abstracted the land shown hereon for easements, right of ways, covenants and restrictions or other pertinent documents which may be found In the public records of this county. This research was not included in the scope of services of this firm. 4. The relative distance accuracy for boundary dimensions shown hereon Is In excess of 1 Foot in 10,000 Feet. 5. Underground improvements and utilities have not been located. 6. This survey performed by Harrison Surveying and Mapping, Inc. Is for the singular use by the clients named hereon for the express stated purpose listed hereon. This drawing is not legally binding without my signature and original raised embossed seal. No third party is authorized to use this drawing In any way, and this surveyor shall notbe haid liable for damages resulting from the unauthorized or illegal executions or attempts at circumventing prescribed laws or professional fee payments. All plats, reports, notes, plans, speclfications, computer files, field notes or data, other documents and instruments prepared by this firm as Instruments of service shall remain the property of this firm. This firm shall retain all common law, statutory and other reserved rights, including the copyright thereto. The original of this drawing remains the property of Harrison Surveying and Mapping, Inc.. HARRISON SURVEYING AND MAPPING, INt PROFESSIONAL SURVEYORS AND MAPPERS Certificate of Authorization #LB 6948 1104 Saddleback Ridge Road Apopka, Florida 32703 Phone/Fax: (407) 880-0672 JOB N0, 01-2386D Sheet 1 of 1 FOUND IRON BAR FOUND 1/2" IRON BAR with CAP Stamped "LS 4458" 1-- s rn to O C!� v 1-0 -D_O 0 Z CL (/) M 0 Z D to ITT D 0 O GGAJ Z �I C vM SCALE: 1" = 30' CERTIFIED TO: COMMONWEALTH LAND TITLE INSURANCE ROBERT L. ALLMAN AND ZELLA G. ALLMAN NORTH AMERICAN MORTGAGE GREATER FLORIDA TITLE AND ADDITIONS A = Delta (Intersection Angle) R = Radius = DENOTES CONCRETE L= Arc Length WF = Wood Fence C. B. = Chord Bearing (M) = Measured Ch P.C. = Chord Length = Point of Curvature CBW = Concrete Block Wall P. T. = Point of Tangency PI = Point of Intersection P.B. = Plat Book CNF = Corner not found Pg.(s) = Page(s) SLY = Southerly Cone. = Concrete NLY = Northerly C.L.F. = Chain Link Fence ELY = Easterly A/C = Air Condition WILY = Westerly R/W = Right—Of—Way B.S.L.= Building Setback Line (A) = Actual CONC.= Concrete (P) = Plat (I- = Centarline Q = REG 0 = REG rQ, = OHUL DENOTES OVER HEAD UTIUTY LINES DRAWING: 01-2386D.DWG SURVEY DATE: 09/22/01 INT q � DISPLAY SCALE: 1" = 30' DRAWN: RT 1!!EZ;7)rD "6SC7E THIS LAND: RESIDENTIAL PURPOSES J111S�1=tilrfl 'SAT, THE SURVEY REPRESENTED HEREON MEETS OR "FXGEE�S•THE 11 114U TECHNICAL STANDARDS AS SET FORTH IN CHAPTER ' W G17-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION '1 471027, FLORIDA STATUTES. NQT VALID IMTHOI'IT:THE SIGNATURE AND THE ORIGINAL RAISED `��•`'SEAL_OF'A FLORIDA LICENSED SURVEYOR AND MAPPER e . 7 , T QMA$ E.`,HARRIS Florida Reglatratlon # 5680 Central Al in SCREEN SERVICE 701 Cornwall * Sanford, Florida 32773 (407)323-6010 * (386) 775-4751 License Numbers RX -0021055 and SC -0056754 40 FOR ADDRESS 17' JOB# x5" "2- x PORCH POOL #DOORS COLOR SCREEN CUSTOMER 1 2-- 1 / XVY / (/ I GUTTER & ACC. /OZ & �C24/JA 12 //- oo ROOF ANGLE K/P COLOR //Z X BRACING CABLE BENNETT ENGINEERING e'lly 12 DATE: .07 9 17 v -e Q� 17' x5" "2- x >< -2-Y2- 12 oo g1 io `7 51,� YZ 17' "2- x -2-Y2- 12 1 6-79- i 2 x 2 SCREENED ENCLOSURES SECTION 1 0 DOOR MON SION ,TION ,TION NOTES: 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) 7�7-6556 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. 1-73 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 SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) HOST STRUCTURE OR FOURTH WALL FRAME - USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P,O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: l e bpe @bellsou Ih, net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS -- - EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) / 'LW' FOR MAX. H* / UPRIGHT HEIGHT (h) 1" x 2" VARIES MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 3A-37) (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION P/2' 'P/2 @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) w O.H. z ~ U SOLID ROOF / U) � NO MAXIMUM / w H (ELEVATION SLAB OR GRADE.) U) -- P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: P' VARIES - 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -123 130 140 150 #8 #10 1 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = 1'-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: I e bpe@be I I south: net PAGE © COPYRIGHT 2006 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 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. THROUGH SPLINE GROOVES ;IDE WALL HEADER MACHED TO 1" x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" ).M.S. SIDE 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" x 2-1/4" :ONCRETE/MASONRY kNCHORS @ 6" FROM EACH 'OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF ,ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: le bpe@bel lsouth.net PAGE © COPYRIGHT 2006 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF 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 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" = V-0" SECTION 3A RISER PANELS ATTACHED PER CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @'6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe @be Ilsouth, net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-7 SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A UNIFORM LOAD UNIFORM LOAD l a �- l rll A B A B SINGLE SPAN CANTILEVER 1 OR SINGLE SPAN UNIFORM LOAD UNIFORM LOAD l l l l l A B C A B C D 2 SPAN 3 SPAN UNIFORM LOAD 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. 5) Span condition = number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, 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. I 3A.9 l l l l A B C D 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. 5) Span condition = number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, 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. I 3A.9 .. .._. _. _ � . - i SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind nest at lin MPH voi -1tv ,,; . a-;: 1-4 ..s 4� n u - SECTION 3A Sections 3'-0" 1 3'-6" V Tributary Load Width 'W' = Purlin Spacing 1 4'.0" 4'-6" 1 5'-0" 1 5'-6" L6'-0" 6'-6" Allowable Height 'H'/ ending 'b' or deflection 'd' 7'-0" 7'-6" 2" x 2" x 0.044" Hollow 6'-5" b 5'-11" b 5'-7" b 5'-3" b 4'-11" b 4'-9" b 4'-6" b 1 4'-4" b 4'-2" b 4' -l" -b 2" x 2" x 0.055" -5"x Hollow 7'-4" b 6'-9" b 6'-4" b 5'-11" b 5'-8" b 5'-5" b 5'-2" b 4'-11" b 4'-10" b 4'-8" b 2" x 0.045" Hollow 7'-9" b 7'-2" b 6'-8" b 6'-4" b 5'-11" b 79" b 5'-6" b 5'-3" b 5'-1" b 4'-11" b 3" x 2" x 0.070" Hollow 11'-9" b 10'-10" b 10'-2" b 9'-7" b 9'-1" b 8'-8" b 8'-3" b 7'-11" b 7'-8" b 7'-5" b 2" x 3" x 0.045" Hollow 8'4" b 7'-8" b 7'-2" b 6'-9" b 6'-5" b 6'-2" b 5'-10" b 5'-8" b 5'-5" b 5'-3" b 2" x 4" x 0.050" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-1" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b 2" x 5" x 0.062" Hollow 14'-7" b 13'-6" b 12'-8" b 11'-11" b 11'-4" b 10'-9" b 10'4" b 9'-11" b 9'-7" b 9'-3" b 2" x 4" x 0.046" S.M.B. 13'-8" b 12'-8" b 11'-10" b 11'-2" b 10'-7" b 10'-1" b '9'-8" b 9'-3" b 8'-11" b 8'-8" b 2" x 5" x 0.050" S.M.B. 17'4" b 16'-0" b 14'-11" b 14'-2" b 13'-5" b 12'-9" b 12'-3" b 11'-9" b 11'4" b 10'-11" b 2" x 6" x 0.050" S.M.B. 19'4" b 17'-11" b 16'-9" b 15'-10" b 15'-0" b 14'4" b 13'-8" b 13'-2" b 12'-8" b 12'-3" b 2" x 2" x 0.044" Snap 7'-7" b 7'-1" b 6'-7" b 6'-3" b 5'-11" b 5'-7" b 5'-5" b 5'-2" b 711" b 4'-10" b 2" x 3" x.0.045" Snap 9'-3" b 8'-7" b T-11" b 7'-7" b T-2" b 6-10" b 6'-6" b 6'-3" b 6'-1" b 5'-10" b 2" x 4" x 0.045" Snap 10'-10" b 10'-1" b 9'-5" b 8'-10" b 8'-5" b 8'-0" b 7'-8" b 7'-5" b 7'-1" b 6'-10" b 3" x 3" x 0.045" Fluted 7'4" b 6'-10" b 6'-4" b 6'-0" b 5'-8" b 5'-5" b 5'-2" b 4'-11" b 4'-10" b 4'-8" b 3" x 3" x 0.060" Square 9'-0" b 1 8'-4" b 7'-10" b 7'-5" b 1 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5'-9" b 3" x 3" x 0.093" Square 13'-2" b 12'-3" b 11'-5" b10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b 3" x 3" x 0.125" Square 18'-10" b 17'-6" b 16' 4" b 15'-5" b 14'-7" b 1 13'-11" b 13'-4" b 12'-10" b 12'-4" b 11'-11" b 4" x 4" x 0.125" Square 20'-5" b 18'-11" b 1 17'-8" b 16-8" b I 15'-10" b 15-1" b 14'-5" b 13'-10" b 13'4" b 12'-11" b Sections 3'.0" 3'-6" Tributary Load Width V'= Purlin Spacing /,`4'-0"/,) 4'-6" . 5'-0" 5'-6" 1 -'Allowable Height 'H' /bending 'b' or deflection 'd' '-6" -Hollow Hollow 5'-11" b 5'-6" b 5'-2" 4'-10" b 4'-7" b 4'-5" bj 4'-3" b 4'-1" b 3'-11" b 3'-9" b 2"-x2" x 0.055" 6'-10" b 6'-4" b b 5'-7" b 5'-3" b 5'-0" b 4'-10" b 4'-8" b 4'-6" b -4 4'" b 3" x 2" x 0.045" Hollow 7'-2" b 6'-8" b 6'-3" b 5'-11" b 5'-7" b 5'-4" b 5'-1" b 4'-11" b 4'-9" b 4'-7" b 3" x L' 0.070" Hollow 10'-11" b 10'-1" b 9'-5" b 8'-11" b 8'-5" b 8'-1" b 7'-9" b 7'-5" b 7'-2" b 6'-11" b 2" x 3" x 0.045" Hollow 7'-9" b 7'-2" -8" 4" b -5'-11 " b 5'-8" b 5'-6" b 5'-3" b 5'-1" b 4'-11" b T z 4' x o ow 9'-8" b 8'-11" b` 8'-4" b 7'-11" b 7'-6" b 7'-2" b 6'-10" b 677" b 6'-4" b 6'-1" b 2" x 4" x 0.046" S.M.B. 12'-8" b 11'-9" b 11'-0" b 10'4" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 774- b 8'-0" b 2" x 5" x 0.062" Hollow 13'-7" b 12'-7" b 11'-9" b 11'-1" b 10'-6" b 10'-0" b 9'-7" b 9'-3" b 8'-11" b 8'-7" b 2" x 5" x 0.050" S.M.B. 16'-1" b 14'-11" b 13'-11" b _1 T-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 70-7-7--b 10'-2" b 2" x 6" x 0.050" S.M.B. 18'-0" b 16'-8" b 15'-7" b 14'-9" b 13'-11" b 13'4" b 12'-9" b 12'-3" b 11'-10" b 11'-5" b 2" x 2" x 0.044" Snap 7'-1" b 6'-7" b 6'-2"' b 5'-9" b 5'-6" b 5'-3" b 5'-0" b 4'-10" b 4'-8" b 4'-6" b 2" x 3" x 0.045" Snap 8'-7" b 7'-11" b 7'-5" b 7'-0" b 6'-8" b 6'-4" b 6'-1" b 5'-10" b 5'-8" b 1 5'-5" b 2" x 4" x 0.045" Snap 10'-1" b 9'-4" b 8'-9" b 8'-3" b 7'-10" b 7'-6" b 7'-2" b 6-10" b 6'-7" b I 6'-5" b 3" x 3" x 0.045" Fluted 6'-10" b 6'4" b 5'-11" b 5'-7" b 5'4" b 5'-1" b 4'-10" b 4'-8" b 4'-6" b 4'-4" b 3" x 3" x 0.060" Square 8'-5" b 7'-9" b 7'-3" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-6" b 5'4" b 3" x 3" x 0.093" Square 12'-3" b 114" b 10'-8" b 10'-0" b 9'-6" b 9'-1" b 8'-8" b 8'-4" b 8'-0" b 7'-9" b 3" x 3" z 0.125" Square 1 17'-7" 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 4" x 4" x 0.125" Kl-., Square 19'-0" b 17'-7" b 16'-6" b 1 15-6" In 14'-9" b 14'-0" b 13'-5" b 12'-11" b12'-5" b 12'-0" b 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 & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Email: le bpe@ bell south. net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-25 SOLID ROOF PANEL PRODUCTS SECTION 7 HOST STRUCTURE TRUSS OR RAFTER ' 1" FASCIA (MIN.) #10 x 1-1/2" S.M.S. @ 1/6" O.C. �— 0.040" ANGLE W/ #8 x 1/2" S.M.S. @ 4" O.C. d COMPOSITE ROOF PANEL J _ za ¢. m a. a ' \ HEADER (SEE NOTE BELOW) #8 x (d+1/2") S.M.S. @ 8" O.C. FOR MASONRY USE EXISTING HOST STRUCTURE: 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL WOOD FRAME, MASONRY OR @ 24" O.C.FOR WOOD USE OTHER CONSTRUCTION #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ALTERNATE COMPOSITE ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" COMPOSITE ROOF PANELS SHALL BE ATTACHED TO EXTRUDED HEADER W/ (3) EACH #8 x (d+1/2") LONG CORROSION RESISTANT S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: 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. 7.9 SOLID ROOF PANEL PRODUCTS UNIFORM LOAD l a A B SINGLE SPAN CANTILEVER UNIFORM LOAD f I � I I I I I I I I I I I - l 7-1 A B C 2 SPAN SECTION 7 UNIFORM LOAD a A B 1 OR SINGLE SPAN UNIFORM LOAD UNIFORM LOAD 3 SPAN l 1 l 7ff77l I . 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. Panels shall not be spliced except at supports. SPAN EXAMPLES FOR SECTION 7 TABLES SCALE: N.T.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 © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7.27 Z l l A B C D UNIFORM LOAD 3 SPAN l 1 l 7ff77l I . 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. Panels shall not be spliced except at supports. SPAN EXAMPLES FOR SECTION 7 TABLES SCALE: N.T.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 © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7.27 Table 7.3.6 Metals USA Building Products L.P. Roof Panels Allowable Spans and Design /Applied Loads* (#/SF) 0.030" PRO -FAB Composite Panels w/ EZ -LOCK for Various Loads Manufacturers' Proprietary Products: Statewide Product Approval #FL1049 3" Y AR" Y n mn" Rnnf Pa nal w/ F7-1 nr1[ Wind -i — %V m � � D 1= C) b Qi CD Overhang -4 m 7 r 4 s n/load• p3j CD G O CF) 1&2 span/[ ad* C) Table 7.3.6 Metals USA Building Products L.P. Roof Panels Allowable Spans and Design /Applied Loads* (#/SF) 0.030" PRO -FAB Composite Panels w/ EZ -LOCK for Various Loads Manufacturers' Proprietary Products: Statewide Product Approval #FL1049 3" Y AR" Y n mn" Rnnf Pa nal w/ F7-1 nr1[ Wind -i — %V m � � Screen Rooms & Attached Covers 1= C) b Qi CD Overhang >t co CI) m 7 m x yT m N N T 4 s n/load• p3j CD G O J rn C-) 1&2 span/[ ad* 9 4 o C W CD i r A n N rTI 13 0 13 g 0. Z 13 m'm 17 + C. T 17 20'-9" 17 4 23 18'-5" 23112'-�[�7445- 23 3 CA 110 _ CA 14 24'-1" 14 A Table 7.3.6 Metals USA Building Products L.P. Roof Panels Allowable Spans and Design /Applied Loads* (#/SF) 0.030" PRO -FAB Composite Panels w/ EZ -LOCK for Various Loads Manufacturers' Proprietary Products: Statewide Product Approval #FL1049 3" Y AR" Y n mn" Rnnf Pa nal w/ F7-1 nr1[ Wind Oen Structures Mon o -Sloped Roo Screen Rooms & Attached Covers Glass & Modular. Rooms Enclosed Overhang Zone MPH 1&2 spa /load* 3 s an/load• 4 s n/load• 1&2 s an/load• 3 s an/load• 4 s an/load• 1&2 span/[ ad* 3 s an/load• 4 s an/load• Cantilever 100 22'-2" 13 24'-9" 13 23'-11" 13 19'-2" 17 21'-5" 17 20'-9" 17 16'-0" 23 18'-5" 23112'-�[�7445- 23 3 4'-0" 45 110 _ 21'-6" 14 24'-1" 14 23'-3" 14 '- " 18 20'-10" 18 20'-2" 18 15'-3" 27 17'-0" 277 18'4" 27. 4'-0" 55 1 0 19'-6"- 17 21'-9'' 17 21'-0" 17 16'-10" 2 r 18'-10" 22 18'-2" 22 12'-8" 39 15'-7" 32 32 16'-10" 4'-0" 65 3 18'-11" 17 21'-2" 17 20'-6" 17 79='-- 23 18'-4" 23 17'-9" 23 12'-5" 41 157-2" 341 13'-4" 41 4'-0" 69 130 17'-11" 20 20'-0" 20 19'-4" 20 15'-6" 26 17'-4" 26 16'-9" 26 11'-9" 45 13'-2" 455140-1&2 26 12'-8" 45 15'-5" 16'-8" 23 18' 8" 23 18'-0" 23 1 13'-2" 36 16'-2" 3p 15'-7" 30 10'-10" 53 12'-2" 533 16'-10" 30 4'-0"150 53 15'-8" 26 17'-6" 26 16'-11" 26 12'-2" 42 15'-2" 34 13'-2" 42 9'-7" 68 11'-5" 60 34 15'-9" 3'-11" 102 Wind Oen Structures Mon o -Sloped Roo Screen Rooms & Attached Covers Glass &Modular Rooms Enclosed Overhang Zone MPH 1&2 s an/load* 3 s an/load• 4 s an/load• 1&2 s an/load• 3 span/[ ad* 4 s an/load• 1&2 s an/load• 3 s an/load* 4 s an/load* Cantilever 100 100 23'-10" 113 32'-5" 26'-8" 13 25'-0" 13 20'-8" 17 23'-1" 117 22'-4" 117 17'-9" 23 19'-10" 23 19'-2" 23 4'-0" 45 110 23'-2" 14 25'-11" 14 25'-1" 14 20'-1" 18 22'-5" 18 21'-8" 18 16'-5" 27 18'4" 27. 17'-9" 27 4'-0" 55 120 20'-11" 17 23'-5" 17 22'-8" 17 18'-2" 22 20'4" 22 19'-7" 22 15'-1" 32 16'-10" 32 16'-3" 32 4'-0" 65 123 20'-5" 17 22'-10" 17 22'-1" 17. -2-0T-16-8- 17'-8" 23 19'-9" 23 19'-1" 23 13'-4" 41 16-5" 34 15'-10" 34 4'-0" 69 130 19'-4" 20 21'-7" 20 20'-10" 20'-3" 26 26 18'-8" 26 18'-1" 26 12'-8" 45 15'-5" 38 13'-9" 45 4'-0" 77 140-1&2 17'-11" 23 20'-1" 23 1 19'-5" 23 1 15'-7" 30 1 17'-5" 30 16'-10" 30 11'-8" 53 13'-1" 53 12'-8" 53 4'-0" 89 150 16-10" 26-F18710-726 26 1 18'-3" 126 1 13'-2" 42 1 16'-4" 34 15'-9" 34 10'-11" 60 17-4" 60 11'-11" 60 4'-0" 102 Wind Oen Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang Zone MPH 1&2 s an/load* 3 s an/load* 4 s an/load• 18:2 s an/load* 3 s an/load• 4 s an/load* 1&2 s an/load* 3 s an/load* 4 s an/load* Cantilever 100 28'-11" 13 32'-5" 113 31'-3" 113 25'-1" 17 28'-0" 17 27'-1" 17 21'-7" 123 24'-6" 24'-1" 123 23'4" 23 4'-0" 45 110 28'-2" 14 31'-6" 14 30'-5" 14 24'4" 18. 27'-3" 18 26'-4" 18 19'-11" 27 22-3" 27 21'-6" 27 4'-0" 55 120 25'-5" .17 28'-6" 17 27'-6" 17 22'-1" 22 24'-8" 22 23'-10" 22 18'-3" 32 20'-5" 32 19'-9" 32 4'-0" 65 123 24'-9" 17 27'-9" 17 26'-9" 17 21'-6" 23 24'-0" 23 1 23'-2" 23 17'-9" 34 19'-11" 34 19'-3" 34 4'-0" 69 130 23'-5" 20 26'-2" 20 25'-4" 20 20'-3" 26 -22'-8" 26 21'-11" 26 16'-9" 38 18'-9" 38 18'-1" 38 4'-0" 77 140-1&2 21'-10" 23 24'4" 23 23'-7" 23 18'-11" 30 21'-1" 30 20'-5" 30 15'-7" 44 17'-5" 44 16'-10" 44 4'-0" 89 150 20'-6" 26 22'-11" 26 22'-1" 26 17'-9" 34 19'-10". 34 19'-2" 34 13'-4" 60 16'-2" 751=15'-8" 51 51 4'-0" 102 Wind Oen Structures Mon o -Sloped Roo Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang Zone MPH 1&2 spa /load* 3 s an/load* 14 s n/load* 1&2 s an/load* 3 s an/load• 4 s an/load• 1&2 s an/load• 3 s an/load• 4 s an/load• Cantileve 100 32'-11" 13 36'-10" 113 35'-7" 113 28'-6" 17 31'-10"117 30'-10" 17 24'-6" 23 27'-5" 123 26'-0" 23 4'-0" 45 110 31'-11" 14 35'-9" 14 34'-7" 114 27'-8" 18 30'-11" 18 29'-11" 18 22'-7" 27 25'-3" 127 24'-5'.' 27 4'-U;;-'55 120 28'-11" 17 32'-4" 17 31'-3" 117 25'-1" 22 28'-0" 22 27'-1" 22 20'-9" 32 23'-3" 32 22'-5" 32 4'-0" 65 123 28'-2" 17 31'-6" 17 30'-5" 17 24'-5" 23 2T-3"21 26'-4" 23 20'-3" 34 22'-7" 34 21'-10" 34 4'-0" 69 130 26'-7" 20 29'-9" 20 28'-9" 20 23'-1" 26 25'-9" 26 24'-11" 26 19'-1" 38 21'-4" 38 20'-7" 38 4'-0" 77 140-1&2 24'-9" 23 27'-8" 23 26'-9" 23 21'-5" 30 23'-11" 30 23'-2" 30 17'-9" 44 19'-10" 44 19'-2" 44 4'-0" 89 150 23'-3" 26 26'-0" 26 25'-2" 26 20'-2" 34 22-6- 34 21'-9" 34 16'-5" 51 18'-5" 51 17'-9" rroie: 1. Total roof panel width = room width + wall width + overhang. *Design or applied load based on the affective area of the panel. i N M 0 O Z SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (2) #10 x 1-1/2" INTERNALLY PRIMARY FRAMING BEAM —� (SEE TABLES 3A.1.1, 2) CHANNEL EXTRUSIONS WITH ANGLES ATTACHED TO WOOD INTERNAL SCREW BOSSES 1-1/2" x 1-1/2" x 0.080" ANGLEtt(ID \ FRAME WALL W/ MIN. (2) 3/8" x EACH SIDE OF CONNECTING IBEAM WITH SCREWS ASwSHOWNo_ (2) #10 x 1-1/2" INTERNALLY TO CONCRETE W/ (2) 1/4" x MINI. #8 S.M.S. x 3/4" LONG ® 2-1/4" ANCHORS OR MASONRY NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES WALL ADD (1) ANCHOR PER INTERIORBEAM TABLES: � ® 3A.1.3 BEAM TO BEAM CONNECTION DETAIL SCALE: 3" = V-0" BEAM TO WALL CONNECTION: (2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLE OR RECEIVING CHANNEL EXTRUSIONS WITH ANGLES ATTACHED TO WOOD INTERNAL SCREW BOSSES \ FRAME WALL W/ MIN. (2) 3/8" x MAY BE CONNECTED WITH 2" LAG SCREWS PER SIDE OR (2) #10 x 1-1/2" INTERNALLY TO CONCRETE W/ (2) 1/4" x ® 2-1/4" ANCHORS OR MASONRY WALL ADD (1) ANCHOR PER MINIMUM #8 S.M.S. x 3/4" � ® SIDE FOR EACH INCH OF BEAM LONG NUMBER REQUIRED a m¢ ® DEPTH LARGER THAN 3" EQUAL TO BEAM DEPTH LU ~ ® IN INCHES 0 w ALTERNATE CONNECTION: a ® (1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" ® I INTERNAL U -CHANNEL ATTACHED TO WOOD FRAME WALL W/ MIN. (3) 3/8" x 2" LAG INTERIOR BEAM TABLES: SCREWS OR TO CONCRETE 3A.1.3 OR MASONRY WALL W/ (3) 1/4" x 2-1/4" ANCHORS OR ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" BEAM TO WALL CONNECTION DETAIL SCALE: 3" = 1'-0" 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 PAGE © COPYRIGHT 2006 3A-36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.1.1 B-120 Allowable Roof Beam Spans for Freestanding Carports or Patio Covers with Mono -Sloped* Roofs For 3 sec. wind gust for 120 MPH velocity; Using design load of 16.2 #/SF (48.3 #/SF for Max. Cantilever) Aluminum Allov 6663 T-6 2" x 7" x 0.055" x 0.120" Self Mating Beam 2" x 8" x 0.07 x 0.224" Self Mating Beam Load Max. Span 'L'/(bending'b' or deflection V) Max. Span 'L'/(bending 'b' or deflection 'd') Width ft. 182 Span 3 Span 4 Span Max. Width ft. 1 82 Span, 3 Span 4 Span Max. Cantilever Cantilever 4 15'-11" b 17'-9" b 17'-2" b 3'-6" d 4 2 6"d 25'-3" d 25'-9" d 4'-0" d 5 14'-2" b 15'-11" b 15'-4" b 3'-3" d 5 18'-11" d 23'-5" d 23'-6" b 3'-11" d 6 12'-11" b 14'-6" b 14'-0" b 3'-1" d 6 17'-10" d 22'-1" d 21'-6" b 3'-8". d 7 12'-0" b 13'-5" b 12'-11" b 2'-11" d 16'-11" d 20'-7" b 19'-10" b 3'-6" d 8 11'-3 " b 12'-7" b 12'-2" b -9 2'" 8 6'-3" d 19'-3" b 18'-7" b 3'-4" d 9 10'-7" b 11'-10" b 11'-5" . b 2'-8" d d 18'-2" b 17'-6" b 3'-3" d 10 10'_1" b 11'-3" b 10'-10" b 2'-7" d 10 15'-1" d 17'-2" b 16'-8" b 3'-1" d 11 9'-7" b 10'-8" b 1 10'-4" b 2'-6" d 11 14'-7" d 16'-5" b 15'-10" b 3'-0" d 12 9'-2" b 10'-3" b I 9'-11" b 2'-5" d 12 14'-1" b 15'-9" b 15'-2" b 2'-11" d 2" x 9" x 0.072" x 0.224" Self Mating Beam 2" x 9" x 0.082" x 0.306" Self Mating Beam Load Max. Span 'L'/(bending 'b' or deflection 'd') Load Max. Span 'L'/(bending 'b' or deflection 'd') Width (ft.) 182 Span 3 Span 4 Span Max. Width (ft.) 182 Spain 3 Span 4 Span Max. Cantilever Cantilever 4 23'-0" d 27'-9" b 26'-9" b 4'-0" d 4 24--g- d 30'-3" d 30'-10" d 4'-0" d 5 21'4" d 24'-10" b 23'-11" b 4'-0" d 5 22'-9" d 28'-1" d 27'-11" b 4'-0" 6 20'-1" d 22'-8" b 21'-10" b 4'-0" d 6 21'-5" d 26'-5" d 25'-7" b 4'-0" d 7 18'-9" b 20'-11" b 1 20'-3" b 3'-11" d 7 20'-4" d 24'-6" b 23'-8" b 4'-0" d 8 17'-6" b 19'-7" b 1 18'-11" b 3'-9" d 8 19'-5" d 22'-11" b 22'-2" b 4'-0" d 9 16'-6" b 18'-6" b 17'-10" b 3'-7" d 9 18'-8" d 21'-7" b 20'-10" b 3'-10" d 10 15'-8" b 17'-6" b 16'-11" b 3'-6" d 10 18'-1" d 20'-6" b 19'-10" b 3'-9" d 11 '14'-11" b 16'-9" b 16'-2" b 3'-5" d 11 17'-6" b 19'-6" b 18'-10" b 3'-7" d 12 14'4" b 16'-0" b 15'-6" b 3'-3" d 12 16'-9" b 18'-8" b 18'-1" b 3'-6" d 2" x 10" x 0.092" x 0.369" Self Mating Beam Load Max. Span'L'/(bending'b' or deflection V) Width (ft.) 182 Span 3 Span 4 Span Max. Cantilever 4 28'-8" d 35'-5" d 36'-2" d 4'-0" d 5 26'-8" d 32'-11" d 33'-7" d 4'-0" d 6 25'-1" d 30'-11" d 31'-1" b 4'-0" d 7 23'-10" d 29'-5" d 28'-9" b 4'-0" d 8 22'-9" d 27'-10" b 26'-11" b 4'-0" d 9 21'-11" d 26'-3" b 25'-4" b 4'-0" d 10 21'-2" d 24'-11" b 24'-1" b 4'-0" d 11 20'-0" d 23'-9" b 22'-11" b 4'-0" d 12 19'-11" d 22'-9" b 21'-11" b 4'-0" d ' Mono -sloped roofs include gables where the slope of the roof is less than 1" in 12". 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. 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 PAGE © COPYRIGHT 2006 2-36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. January 01, 2007 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering "ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition 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 2007. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder of 2007 Our authorization is based on a January to January basis requardlesa 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 furnish the contractor. Elmer Smith T. McMahon RX0021055 SCC056754 Central Aluminum Screen Service 701 Cornwall Rd Sanford, FL 32773. They are hereby added to my 2007 MASTERFILE LIST F- _ r Design Check List for Screen / Vinyl Room (Page 1 of 2) I. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & 117A; Exposure 'B' k or'C' or'D'_; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or MPH for 3 second wind gust velocity load Basic Wind Pressure 17 ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A -ii: a. "B" exposure = 13 PSF for Roofs & PSF for Walls b. "C" exposure = PSF for Roofs & PSF for Walls c. "D" exposure = PSF for Roofs & PSF for Walls Negative I.P:C. 0.18 For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A -C on page 3iii. 11. 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. ?lr»a,h.-e P. /77c/79AA,,4 Phone: 40F >- 3z3 - 60& Con Zracr/ Authorized Rep* Name (please print) t -n clnAL Date: t-27-0 7 Contract r / Authorized Rep* Signature AL4,n/7t-\ J db 25 -az-(- PC;;n.-qd tf Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: Yes No A. Project name & address on plans .............................................. > _ B. Site plan or survey with enclosure location ..................................... x C. Contractor's / Designer's name, address, phone number, & signature on plans .... _ D. Site exposure form completed ................................................. x E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: 1. Plan view with host structure area of attachment, enclosure length, and ........ k — projection from host structure Front and side elevation views with all dimensions & heights .................. X 3. Beam span, spacing, & size ................................................. (Select beam size from appropriate 3A.1 series tables) 4. Upright height, spacing, & size ............................................... - (Select uprights from appropriate 3A.2 series tables) (Check Table 3A.3 for minimum upright size) 5. Chair rail or girls size, length, & spacing ..................................... (Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length, location, & size .....................................:... (Check Table 3A.3 for knee brace size) IV. Highlight details from Aluminum Structures Design Manual: Yes No A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... Section 3A tables used`. 3 A /. /� Z. / Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to MPH wind zone and/or "C" or "D" Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH @ MPH (b or d) x (b or d) x (b or d) = Wind Zone Multiplier ** I Exposure Multiplier ** * Must have attended Engineer's Continuing Education Class within the past two years. ** Appropriate multiplier from page 3A -ii and page 3A -iii.. b-7 Design Check List for Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights ........................... (Tables 3A.2.1, 3A.2.2, or 3A.2.3) Upright or wall member allowable height /span conversions from 120 MPH wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / HeightRequired Span � � @ 120 MPH @ MPH (b or d) x (b or d) x (b or d) _ 4 Wind Zone Multiplier ** l Exposure Multiplier" Yes No C. Table 3A.3 with beam & upright combination if applicable ......................... D. Connection details to be used such as: 1. Beam to upright........................................................... _ r 2. Beam to wall.............................................................. 3. Beam to beam..............:..............................::.............. 4. Chair rail, purlins, & knee braces to beams & uprights ........................ X 5. Extruded gutter connection ............................:.................... 6. U -clip, angles and/or sole plate to deck ...................................... -Y E. Foundation detail type & size .................................................. y Notes: ** Appropriate multiplier from page 3A -ii and 3A -iii. b-8 SITE EXPOSURE EVALUATION FORM r-•--•--•----- -- -- -- -- -- -- -- I I QUADRANTI 1500' EXPOSURE I I I I i- - -- 1500'- 600. QUADRANT IVI 0' I QUADRANT 11 i EXPOSURE (� 600' 40,*600'--4. EXPOSURE 6010' I= 1500' I I QUADRANT III 1500' EXPOSURE I NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: I"= 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: EVALUATED BY: T/I,)l DATE: - ' 7-67 SIGNATURE: /'( GOA f�"� LICENSE #:61 -b-14