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HomeMy WebLinkAbout116 Wilson Bay CtPermit No.: Job Address: 09 -OA I 0 Wi Permit Type: ABuilding Description of Work: CITY Or SANA3R1D PERNUT APPLICATION RECEIVED Date: AIN I2007 - y Electrical o - Mechanical Plumbing Fire Alarm/Sprinkler . 2 o% I 1 (mac 'i C!� W G i I e Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service Temporary Pole —Nc'%v AMP Service (# of AMPS Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines" Number of Gas Lines Occupancy Type: _Residential `Commercial _ Industrial Total Sq Ftg: Value of Work: $ 0 %C. --- Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: 22- 9 —Sc» ?—CP_ (Attach Proof of Ownership &Legal Desc ipion) Owner/Address/Phone: e rr i LD ► �e8n� • /Address/Phone: D✓ +py 1 CDs X �r S fe,,L,i, nse Number: Contact Person"► / C P�? P�'cSO� Phone & Fax Number: _L� < ?-CPO itle Holder (If other than Owner): N Address: Bonding Company: Address: Mortga; Address Archite Address 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 compliar.: e with -ll 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 YOTJR vOTICE OF COMMENCEMENT. VOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that xray be Pound in the public records of this county, and there may be additional permits required from other governmental entities such -as ,vater management districts, state agencies, or federal agencies. keceptance of permit is verification that I will notify the owner of the property of )ignature of Owner/Agent a Da Sign e . : i - .• *o •.• TAMARA M. CAULEY t • NOTARY PUBLIC - STATE OF FLORIDA COMMISSION # DD358509 1wner PerEMfilf &MOPPAe or Produ 1b BONDED THRU 1-888-NOTARYI ents of Florida Lien Law, FS 713. of Coni ,J- 4. PrloTontractor/Agent's of Notary -State of Florida Date •• '000 TAMARA M. CAULEY a NOTARY PUBLIC - STATE OF FLORIDA COMMISSION # DD358509 Cr EXPIRES 9/27/200V8 for/Ag Ab M" &9wn to Me or Produced ID .% Nit PPLICATIOPROVED BY: Date: A'Vtk__ __4 )ecial,C dations: Permit Parcel ldentific Tumber_, Prepa Florida Pool Enc osures �! P.O. Box 521136 Longwood,FL 32752-1136 Return to: Same as above NOTICE OF COMA i vACEI ENT State of Florida County of /,�,o e- e, I ilii ll iil ii Ili U all ii ill 1111111 ill ii lli Ii III Ii ill 11 ill 11111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY RK 06712 Pg 0211; Qpg) CLERK'S # 2007080719 RECORDED 06/01/2007 08:47:19 AM RECORDING FEES 10.00 RECORDED BY H DeVo>ne-- CERTIFIED �fARYANNE CLERK' Or CIV SEMi(UObE C0a The undersigned hereby gives notice that improvement(s) 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 2 3 4 Description of property (legal description of the property, and street address if available) Loi ZLO Pp->VkPcrlO1// General description of improvements) Owner information Name C-11 0, �� Telephone Number Addressl Lr G C+ Fax Number ` �dAer k � "e Interest v Property: Fee Sim e satl o der r other e shown above) Name Telephone Number Address Fax Number Contractor Florida Pool Enclosures Inc. Name Address 6. Surety (if any) Name Address COPY f COURT FLORIDA P.O. Box 52113:6_ Office:(407)260-2800 Longwood, FL 32752-11:36 Fax :(407)260-6411 Telephone Number Fax Number Amount of bond $ 7. Lender (if any) Name Telephone Number Address Fax Number &. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)T, Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(i)(b), Florida Statutes. Name Telephone Number Address Fax Number 1 0. Expiration date of notice of commencement (the expiration date is one year from the date of recording I��%unless a different date is specified): cs- Date Signed Signature of Owner [Note: per § 3.13(1)(g), "owner must sign ...and no one else may be permitted to sign in his or her stead." Sworn to and su ribed before me this 2 who is >7ersonally known to me OR as identification. of , 20 Q 7 by ,tea TAMARA M. CAULEY Si9fi,1#re of Notary (notarial Farm Reviger8y •• if � �•: NOTARY PUBLIC - STATE OF FLORIDA i COMMISSION # D0356509 ' a'd EXPIRES 9/27/2008 '�:�to(►•d;•` app Florida Pool Enclosures., Inc. 927 Hickory Street • Altamonte Springs FL 32701 Phone: (407) 260-2800 • Fax: (407) 260-6411 State Cert. Lic # SCC056689 THE UNDERSIGNED HEREBY APPOINTS TAMARA MCPHERSON AS ATTORNEY IN FACE TO APPLY AND RECEIVE A BUILDING PERMIT FOR THE FOLLOWING ADDRESS: MY ATTORNEY IS HERBY AUTHORIZED TO DO EVERYTHING NECESSARY TO APPLY FOR AND RECEIVE THE BULDING PERMIT AND I RATIF EVERYTHING THE SAID ATTORNEY SHALL,DO ON MY BEHALF. elal Florida Pool Enclosure SCC056689 STATE OF FLORIDA COUNTY OF THE FOREGOING INSTRUM T WAS ACKNWLEDGED THIS DAY OF 32006, BY i� Q I Lt �b— ,WHO ERSONALLY R APPEAED EFORE ME AND ACKNOWLEDGED THAT HE/SHE SIGNED INSTRUMENT VOLUNTARILY FOR THE PURPOSE EXPRESSES IN IT. PERSONALLY KNOWN OR PRODUCED IDENTIFICATION TYPE OF IDENTIFICATION. �T ALA RAGA PRINT NAME OF NO ARY .tiPf+v rU9 �. nHuruv- Notary Pudic -State of Florida `• ;'� •My Commission Expires Aug 23, 2009 Commission # DD464875 ....... Bonded By National Notary Assn. NOTARY STAMP Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 FAA RP JUL ". DAVM'10E ki ,CFA. ASA t PPRUSER'ir SEM I M DL E�� U l+1T.Y� FL. TQ1 �.F l'R57; 7 SAk FL327 'V 14W 4Q7=8657uD6; 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 22-19-30-503-0000-2670 Number of Buildings: 1 Owner: BYRD KERRI L & MICAHEL D Depreciated Bldg Value: $184,821 Mailing Address: 116 WILSON BAY CT Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $60,000 Property Address: 116 WILSON BAY CT SANFORD 32771 Land Value Ag: $0 Subdivision Name: PRESERVE AT LAKE MONROE UNIT 2 Just/Market Value: $244,821 Tax District: S1-SANFORD Assessed Value (SOH): $201,701 Exemptions: 00 -HOMESTEAD (2006) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $176,701 Tax Estimator 2006 VALUE SUMMARY Tax Amount(without SOH): $3,381 SALES 2006 Tax Bill Amount: $3,381 Deed Date Book Page Amount Vac/Imp Qualified Save Our Homes (SOH) WARRANTY DEED 10/2005 05978 0437 $224,400 Improved Yes Savings: $0 Find Comparable Sales within this Subdivision 2006 Taxable Value: $171,781 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick. Method Frontage Depth Units Price Value LOT 267 PRESERVE AT LAKE MONROE LOT 0 0 1.000 60,000.00 $60,000 UNIT 2 PB 66 PGS 10 & 11 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 2005 6 1,934 2,379 1,934 CB/STUCCO $184,821 $186,688 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 25 Appendage / Sgft GARAGE FINISHED / 420 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re web.seminole county title?PARCEL=22193050300002670... 5/30/2007 0 N c O C (0 O � U Q o ,, :a o E� G1 arn a)_0�� C 2 2 Uw 0 M C IL- -0 N (V v � CTWU) - . 3X48X0.030 COMPOSITE ROOF PANELS (FL. PRODUCT APPROVAL #6536) \ FAN BEAM EXISTING CONCRETE SLAB 12'-0'- 3 Y4' BOX HEADER WALL MOUNT // // //i II /I �I I / I / I r EDGE OF CONCRETE o e I o ONI I 19'-8' 22'-0' r OFFICE 1X2 O.B. 2X4 SMB X2 O.B. Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy Florida Pool Enclosures Design Department Prepared by: 927 Hickory St. Altamonte Springs, FL Allen Office: 407-260-2800 Thompson Fax: 407-260-6411 Sheet Number: 1 of 1 1 Job Number: 1452 PrfrF2SPtNf 1$�iORD I Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant 16" KICKPLA approval of a code violation. 2004 FBC109.1 �- 20'-0" 4" NOMINAL CONCRETE SLAB UNDISTURBED OR (2500 PSI, MIN.) W/6x6x1O/10 COMPACTED SOIL/ W.W.M. OR FIBER REINFORCED SAND [POLYPROPYLENE FIBER - 1.5 POUND (MIN.)PER C.Y.] PERMIT # - DATE: #I hjr -WIN WNW' 9 Scale: Not to Scale Date: 5/30/07 General Notes: 1) The length given for the knee braces hisesents the horizontal and vertical lacements. locations of doors are incidental to the preslgn. 3) Girts remain the same throughout the design, unless othewise noted. 4) Dimensions are to center of walls and members. Bennett Engineering 3X2X0.045 �m m O O m N m N O N f N N 4'-11' N 2X2X0.044 N 4 1X2 O.B. OFFICE 1X2 O.B. 2X4 SMB X2 O.B. Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy Florida Pool Enclosures Design Department Prepared by: 927 Hickory St. Altamonte Springs, FL Allen Office: 407-260-2800 Thompson Fax: 407-260-6411 Sheet Number: 1 of 1 1 Job Number: 1452 PrfrF2SPtNf 1$�iORD I Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant 16" KICKPLA approval of a code violation. 2004 FBC109.1 �- 20'-0" 4" NOMINAL CONCRETE SLAB UNDISTURBED OR (2500 PSI, MIN.) W/6x6x1O/10 COMPACTED SOIL/ W.W.M. OR FIBER REINFORCED SAND [POLYPROPYLENE FIBER - 1.5 POUND (MIN.)PER C.Y.] PERMIT # - DATE: #I hjr -WIN WNW' 9 Scale: Not to Scale Date: 5/30/07 General Notes: 1) The length given for the knee braces hisesents the horizontal and vertical lacements. locations of doors are incidental to the preslgn. 3) Girts remain the same throughout the design, unless othewise noted. 4) Dimensions are to center of walls and members. Bennett Engineering PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 267, PRESERVE AT LAKE MONROE UNIT 2, AS RECORDED IN PLAT BOOK 66, PAGES 10-11, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 1"=30' GRAPHIC SCALE 0 15 30 r 01 v) �dD NOTE: BUILDING SETBACK LIME 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). W �/ ACT A STORMWA MANAGEMENT AREA '38 N 50.00' 9'52'41 "E LOT 268 WALK IS D.1' -OFF - - -� RI _ _4_56.78' _ m - N89'5 CENTERLINE O� 2 41 "E D I RIGHT OF WAY c� m 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 10-20-05, 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. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E, DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION, PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN, BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 267 BEING N00'07'19"W PER PLAT. (FIELD DATE:) 05/26/05 REVISED: 1" = 30 FEET _ [ APPROVED BY: SJ JOB NO. ASM45520 DRAWN BY FORMBOARD 06/24/05 Jp PLOT PLAN 2/23/05 KLE LOT FIT 7/31/04 SDO G:\ASM45\ASM45520.dwg, 10/21/2005 1:16:24 PM OT 267 575 SOUARE FEET t 12A _. 40.0' ONE STORY CONCRETE BLOCK RESIDENCE FINISH FLOOR ELEVATION -16.19 FOR THE BENEFIT AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC 5.4' NIKY 19.3' 5.0' 13.3' o . 5. 3. C/W : .•., ..:...ti::. i 66khETE-' 10' UTILITY'•;:'• I EASEMENT " 0': 1 S89'52'41 "W 50.00' WILSON BAY COURT 50' RIGHT-OF-WAY LEGEND LOT 266 194.25' PC 653.03' - — BUILDING SETBACK LIME Q FWD NAIL AND DISC — - CENTERLINE LU #68(10/20/05) - - - RIGHT OF WAY LINE FND 1/2" IRON ROD AND CAP EXISTING ELEVATION O LB #6393 (10/20/05) A/C AIR CONDITIONER 0 DENOTES DELTA ANGLE (P) PER PLAT CONCRETE PC DENOTES POINT OF CURVATURE C CHORD LENGTH PCC POINT OF COMPOUND CURVE C.B. CHORD BEARING PCP PERMANENT CONTROL POINT CBW CONCRETE BLOCK WALL PI DENOTES POINT OF INTERSECTION CNACORNER NOT ACCESSIBLE PK PARKER KALON CP CONCRETE PAD POC POINT ON CURVE CS CONCRETE SLAB POL POINT ON LINE C/W CONCRETE WALK PRC DENOTES POINT OF REVERSE CURVATURE F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY PRM PERMANENT REFERENCE MONUMENT FND FOUND PSM PROFESSIONAL SURVEYOR AND MAPPER ID IDENTIFICATION PT DENOTES POINT OF TANGENCY L ARC LENGTH R RADIUS LB LICENSED BUSINESS RP S/W RADIUS POINT SIDEWALK LS LICE14SED SURVEYOR P TYPICAL (M) MEASURED UP U UTILITY PAD OHU OVERHEAD UTILITY LINE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L9#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 THIS IS A BOUNDARY SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JAMES JAY FOR THE FIRM 7 DATE 0.IZ330 Design Check List for Screen / Vinyl Room (Page I 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 Suppl ents, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposur 'B''C'II or'DO; 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 Design Pressures for Screen / Vinyl Rooms can be found onpa e 3A -ii: a. "B" exposure = PSF for Roofs & 15 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 structurQ will be Solid. M , is e_ 04 /a %!v /�LCE•c/ �y0�-fPSO•(� o Phone: 407 2GC� 280c) Contractor /Authorized Rep" Name(p "aseOf) te: 7 Contractor / Authorizo6iGpX nature Fepc" _ g y o //Z c1iZSoll goy Cr sA,v�o2o FC 327 7 Job Name & Address Note: Projection of room from host structure shall not exceed 16'. Ill. Building Permit Application Package contains the following: Ye No A. Project name & address on plans .............................................. M B. Site plan or survey with enclosure location ..................... ... ........... C. Contractor's / Designer's name, address, phone number, & signature on plans .... D. Site exposure form completed ................................................. 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 ....... . projection from host structure 2. Front and side elevation views with all dimensions & heights .................. 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 girts 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) �W IV. Highlight details from Aluminum Structures Design Manual: No Ye A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... C3 Section 3A tables used: /, /- /2-0 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 -AF to , 1 AV @ 120 MPH M 0.00( b or d) x 1.00 (b or d) x 1.00 (b or d) _ Wind Zone Multiplier I L , re ultia 13p�Must have attended Engineer's Continuing Education Class w pyears. ** Appropriate multiplier from page 3A -ii and page 3A -iii. b-7 r 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 / Height-1Required Span @ 120 MPH � @ MPH 0.00 (b or d) x 1 00 (b or d) x 1.00 (b or d) _ Wind Zone Multiplier'`* I- Exposure Multiplier** Notes: ** Appropriate multiplier from page 3A -ii and 3A -iii b-8 YeV No C. Table 3A.3 with beam &upright combination if applicable ........................ D. Connection details to be used such as: 1. Beam to upright........................................................... Ez� 0 2. Beam to wall............................................................. @f 3. Beam to beam .............................. ............ ................. 4. Chair rail, purlins, & knee braces to beams & uprights ........................ 5. Extruded gutter connection ........ .. ........................... I ....... 6. U -clip, angles and/or sole plate to deck ...................................... I . E. Foundation detail type & size ............................................. .... Notes: ** Appropriate multiplier from page 3A -ii and 3A -iii b-8 I SITE EXPOSURE EVALUATION FORM r- -- -- -- -- -- -- -- -- -- -- -- j I I I QUADRANTI 1500' j EXPOSURE I I – – – – 1500' - � 600, I I I QUADRANT IV40' QUADRANT II 600' 600' j EXPOSURE— I 40 I EXPOSURE j 600' 1500'-- I I QUADRANT III 1500' EXPOSURE- - – XPOSURE_-- -- -- -- -- -- -- -- -- --.J NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: 1" = 800' USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS'B','C', OR 'D, EXPOSURE. 'C' OR'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. EXPOSURE C: 1. OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT. 2. ANY'C' EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. 3. NO SHORT TERM CHANGES IN 'B', 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT WITHIN 3 YEARS, SITE WILL BE 'B'. 4. FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ANY QUADRANT FOR GREATER THAN 1,500 FEET. _ EXPOSURE D: FLAT, UNOBSTRUCTED AREAS THAT ARE 1,500 FT INLAND FROM THE SHOR LINE AND ARE EXPOSED TO WIND FLOWING OVER WATER FOR A DIS, N- AT LEAST 1 MILE. d% Ift E"c SZp - SITE IS EXPOSURE: EVALUATED BY: G T cxSIGNATURE: - LICENSE #: dAr6: d b-14 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. DANFixUD ITy 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. 3A-1 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 JTACHED TO 1" x 2" OPEN ACK W/ MIN. (2) #10 x 1-1/2" Q.M.S. :IDE WALL GIRT ATTACHED l " 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 CONCRETE W/ 1/4" x 2-1/4" :ONCRETE/MASONRY ANCHORS @ 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: lebpe@bellsouth.net PAGE I © COPYRIGHT 2006 3A-6 I NOT TO BE REPRODUCED 1N 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" = 1'-0" SECTION 3A 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 & 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. 3A-7 SECTION 3A ALTERNATE CONNECTION DETAIL 1" x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2) 910 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, ACRYLIC & VINYL ROOMS BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6 -10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCALE: 3" = V-0" HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2" x 2" OR 2" x 3" OR 2" S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644PLAN5 �1�� CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 CITY OF 0S F^P%r Telephone #: (386) 767-4774 Fax #: (386) 767-6556 AN v1% Email: lebpe@beilsouth.net PAGE3A� I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11.0 #/SF (47.1 #/SF for Max. Cantilever) Aluminum Allnv AOA3 T1{ 2" x 2" x 0.044" 7 2" x 2" x 0.055" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') an Max. Cantilever 1 a 2 Span 3 SpaEb4'- Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5'-4" d 6'-7" d 0'-11" d 5 5'-8" d 6'-11" d 7'-1" d 1'-0" d 6 5'-0" d 6'-2" d 0'-11" d 6 5'-4" d 6'-7" d 6'-8" d 0'-11" d 7 4'-9" d 5'-11"" b 0'-10" d 7 5'-1" d 6'-3" d 6'-4" d 0'-11" d 8 4'-7" d 5'-8" b 0'-10" d 8 4'-10" d 5'-11" d 6'-1" b 0'-11" d 9 4'-5" d 5'-5" b 0'-10" d 9 4'-8" d 5'-9" d 5'-9" b 0'-10" d 10 4'-3" d 5'-2" " b 0'-9" d 10 4'-6" d 5'-6" d 5'-5" b 0'-10" d 11 4'-1" d 4'-11" b 0'-9" d 11 4'-4" d 5'-4" d 5'-2" b 0'-10" d 12 3'-11" d 4'-8" b 0'-9" d 12 1 4'-3" d 5'-2" b 4'-11" b 0'-9" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 a 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 18, 2 Span 3 Span 4 Span Max. Cantilever 5 6'-0" d 7'-5" d T-7" d 1'-1" d 5 6'-9" d 8'-5" d 8'-7" d 1'-3" d 6 5'-8" d T-0" d T-2" d 1'-0" d 6 6'-5" d 7'-11" d 8'-0" d 1'-2" d 7 5'-5" d 6'-8" d 6-10" d T-11" d 7 6'-1" d T-6" d 7'-8" d 1'-1" d 8 5'-2" d 6'-4" d 6'-5" b 0'-11" d 8 5'-10" d T-2" d 7'-4" d 1'-1" d 9 4'-11" d 6'-2" d 6'-1" b 0'-11" d 9 5'-7" d 6'-11" d 7'-0" d 1'-0" d 10 4'-9" d 5'-11" d 5'-9" b 0'-10" d 10 5'-5" d 6'-8" d 6'-9" b 0'-11" d 11 4'-8" d 5'-8" b 5'-6" b 0'-10" d 11 5'-3" d 6'-5" d 6'-5" b 0'-11" d 12 4'-6" d 5'-5" b 5'-3" b 0'-10" d 12 5'-1" d 1 6'-3" d 6'-2" b 0'-11" d 73 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 S an 4 Span Max. p p p Cantilever 5 7'-6" d 9'-3" d 9'-5" d 1'-4" d 5 9'-8" d 11'-11" d 12'-2" b 1'-9" d 6 7'-0" d 8'-8" d 8'-8" b 1'-3" d 6 9'-1" d 11'-3" d 11'-1" b 1'-8" d 7 6'-8" d 8'-3" d 8'-1" b 1'-3" d 7 8'-8" d 10'-8" b 10'-3" b 1'-7" d 8 6'-5" d T-9" b 7'-6" b 1'-2" d 8 8'-3" d 9'-11" b 9'-7" b 1'-6" d 9 6'-2" d 7'-4" b 7'-1" b 1'-1" d 9 7'-11" d 9'-5" b 9'-1" b 1'-5" d 10 5'-11" d 6-11" b 1 6'-9" b 1'-1" d 10 7'-8" d 8'-11" b 8'-7" b 1'-5" d 11 5'-9" d 6'-8" b 6'-5" b 1'-1" d 11 T-5" d 8'-6" b 8'-2" b 1'4" d 12 5'-7" d 6' 4" b 6'-2" b 1'-0" d 12 7'-3" d 8'-1" b 7'-10" b 1'4" d 140105; 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. R `" _ bah ant, Lawrence E. Bennett, P.E. FL # 16644 1 BeCIVIL & STRUCTURAL ENGINEERING CITY OF SANFOOKV L) 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. 3A-1 1 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-120 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13.0 #/SF (48.3 #/SF for Max. Cantilever) Aluminum Allov 6063 T-, 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5'-1" d 6'-3" d 6'4" d 0'-11" d 5 5'4" d 6'-7" d 6-9" d 1'-0" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'4" d 0'-11" d 7 4'-6" d 5'-7" d 5'-6" b 0'-10" 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 0710" d 9 4'-2" d 5'-0" b 4'-10" b O'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 d 4'-9" b 4'-7" b 0'-9" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 d 4'-6" b 41-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-9" d 3" x 2" x 0.045 d 4'-4" b 4'-2" b 0'-9" d 12 T-11" 3" x 2" x 0.070" d 4'-9" b 4'-7" b 0'-9" d Width (ft.) j3l'-1 pan 'L'/ (bending'b'or deflection'd') pan 3 Span 4 Span Max. Cantilever Load Max. Span 'L'/ (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever d 7'-1" d T-2" d 1'-1" d 5 6'-5" d 7'-11" d 8'-1" d 1'-3" d 6 d 6'-8" d 6'-9" d 1'-0" d 6 6'-0" d T-5" d T-7" d 1'-2" d 0"50d 6'-4" d 64" b 0'-11" d 7 5'-9" d T-1" d T-3" d 1'-1" d 8 4'-11" d 6-0" d 5'-11" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d VA" d 9 4'-8" d 5'-9" b 5'-7" b 0'-11" d 9 5'-" d 6-6" d 6'-6" b 1'-0" d- 10 4'-6" d 5'-6" b 5'-3" b O'-10" d 10 5'-1" d 6'-3" d 6'-2" b 0'-11" d 11 4'-5" d 5'-2" b 5'4" b 0'-10" d 11 4'-11" d 6'A" d 5'-11" b 0'-11" d 12 4'-3" d 4'-11" b 4'-10" b 0'-10" d 12 4'-9" d 5'-10" b 5'-8" b I 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 18 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 7'-1" d 8'4" d 8'4" b 1'-4" d 5 9'-2" d 11'-4" d 11'-2" b - 1'-9" d 6 6'-8" d 8'-3" d T-11" b 1'-3" d 6 8'-8" d 10'-7" b 10'-3" b 1'-8" d 7 6'-4" d 7'-8" b T-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-7" 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'-6" d 9 5'-10" d 6-9" b 6'-6" b 1'-1" d 9 7'-6" d 8'-8" b 8'4" b 1'-5" d 10 5'-7" d 6-5" b 6-2" b 1'-1" d 10 T-3" d 8'-2" b 7'-11" b T-5" d 11 5'-5" d 6'-1" b 5'-11" b 1'-0" d 11 6'-11" b T-10" b T-7" b 1'4" d 12 5'-3" b 5'-10" b 5'-8" b 1'-0" d 12 6-8" b 7'-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 & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Email: lebpe@bellsouth.net PAGE @ COPYRIGHT 2006 3A-1 2 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. U) E O IX SCREEN, ACRYLIC & VINYL ROOMS r a a a a a N T a a 4 N N CO N io in r � n LQ ti Zo �n r n CD O N N N 11 r N a a a a cMCO ;: ;1Co n �• .- _ F - N to r CO .0 CO --.00 Cp (p O O N. CV V Co C N N04 N O v a a a a C CV O CO 10 41 N W M -`7 O a cD N N M t O CD CO a a a 3 CO O O N O OD N 0 C N M N (`N') CN � -0 r a r CP O O rZ-0 r W N C M F p C N N a a a O � - 3�eooin N 'a -0 O R- N N M Q a 777 G O y f'� f- (V d O N 00 a, N CO M M a a r r r _ p c M O CV C0 M Cl) M a �a-0MMMMaaaa aaaa Q r CO Cn 3q mMibNcoF'p Ch M Co M Co Cl) C0 V for O O O O N M O N M 0 u1 m E N N m N N M Ci 0 O = O O O Z. .naaaa�-0aaaa X x x 0 04 O J (V 0 r u r 0 9 (p y M C Co x 'M Cnch o x V x x N N l0 N 1 N r r r r N o. 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Box 214368, South Daytona, FI 32121 Telephone #: (386)767-4774 Fax #: (386)767-6556 Email: lebpe@bell south. net SECTION 3A @ COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 9 ) a a a a O N T r c0 00 N N a a a a n CD O N N N 11 r N a a a a n C\1 Ch N F - N a a a a Cp O O W .OO CV V Co C N N04 N O v a a a a C CV O 10 41 N 4 O a N N N M t O —0-0 a a a 3 CO O O N O OD N 0 C N N (`N') Q) � -0 -0 .Li LO C N 0) N M F p C N N a a a a � - 3�eooin N M p N M Q a 777 G f'� f- (V d O N 00 N CO M M a a a a _ c M O CV C0 M Cl) M V aaaa Q r CO Cn M Ch M Co M Co Cl) C0 V M u1 m E N N M Ci 0 O = O O O x X x x 0 04 0 0 0 y 0 0 0 x y M X 0o x co x 'M o x x x x O N N N 1 N 0 co N O U N @ O E C O n. °7 C U m E L a a a E E m � N C C 7 O M C N a � E o N U U C N @- >' 0 3 0 C @ cu 2 O a r--0 a @ a O @ U Q 0) y 2 N O. C .0 U -00 O N U U N O C y C C O ami '3 r C p p> C a� 'D �? ) a) c -0 -u w0�2 a) U @ r C El N a a C @ aa)2p 2v) 7 a E _0 C E N >, O M y CO c E U N a a.0 a m=tnG7Q mC0 O ZrNM'V .D Lo- Lawrence jLawrence 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@bell south. net SECTION 3A @ COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 9 ) SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS 9 Bo 9 ;0 LO -ffi E0 io i�- �2 t2 r-- co 0 M E—0 0 N LO ;D 9 0 C co in F- bo O CL > > 0 L- 0 9 4 CU - (D co (0 co a) ;t ;;t zo C) o4 C2 zo C-4 N O -0 -0 .0 -0 M .0 -0 .0 'a 70 -0 -0 r- 0 LL CD L9 Lr' - - . - 9 CP c? zn �0 zo zo N r- 04 cC C! 0 -0 .0 .0 .0 .0 .0 -0 a 0— 9 - - - - - - - M ap �0 b) C) Ln r- M 'T . 9 b) F- b) Znl ZD C14 - C'j 13 0 N N C"! 0 - U) 00 -a -a -0 -0 C'I C'j 0 — — — .0 -0 .0 .0 -0 7 0 9 '1- '9 r -r d b cr, 9) E OSI 04 04 ;9 04 'q (0 b '0 C"! N C\1 0 C 0 0 co -j �0 -0 -0 -0 s 9 :j ZN ;t L9 CP F -C 'T :j "r C, M r- zo b) CN:> LCOIJ U. 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Go q a) M 0 E ' C C! 0 0 0 0 C, 0 0 E 2 E - X 0 a 0 C2 01 0 U) 8 . . . , E X X X X X X X X X X X X, ZX LD 0 a'U 'Co: -q Ln Lo to r- Co M CD 00 0) 0) C C: >0 CU M 0 Cn CU X X X X CL CL -0 E CL C/) 0 (n LM 1 0 �4 il =Nj O z N C'5 4 no 'n 9MI1 A FlE w2k, Lawrence E. Bennett, P.E. FL # 16644 P"TAN15 aRtV1tWtL) CIVIL & STRUCTURAL ENGINEERING P.C. Box 214368, South Daytona, Fl 32121 F SANFul% Telephone #: (386) 767-4774 Fax #: (386) 767-6556 ITY Email: lebpe@bellsouth.net PAGE @ COPYRIGHT 2006 3A-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. O CV CV ti Oi 00 O O bio V. n. O CV Oi 00 O V. SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A 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 11.0 #ISF Self Mating Sections 5'-0" 6'-0" Tributary Load Width 'W'= Purlin Spacing V-0" 1 8'-0" 9'-0" 10'-0" 1 11'-0" Allowable Span V/ bending 'b' or deflection 'd' 1 12'-0" 2" x 4" x 0.044 x 0.100" 12'-11" b 11'-10" b 10'-11" b 10'-3" b 9'-8" b 9'-2" b 8'-9" b 8'-4" b 2" x 5" x 0.050" x 0.100" 15'-11" b 14'-6" b 13'-5" b 12'-7" b 11'-10" b 11'-3" b 10'-9" b 10'-3" b 2" x 6" x 0.050" x 0.120" 17'-10" b 16'-3" b 15'-0" b 14'-1" b 13'-3" b 12'-7" b 11'-11" b 11'-6" b 2" x 7" x 0.055" x 0.120" 19'-3" b 17'-7" b 16'-3" b 15'-3" b 14'-4" b 13'-8" b 12'-11" b 12'-5" b 2" x 8" x 0.072" x 0.224" 28'-8" b 26'-2" b 24'-3" b 22'-8" b 21'-5" b 20'-3" b 19'-4" b 18'-6" b 2" x 9" x 0.072" x 0.224" 30'-1" b 27'-6" b 25'-5" b 23'4" b 22'-5" b 1 21'-3" b 20'-3" b 19'-5" b 2" x 9" x 0.082" x 0.310" 33'-9" d 31'-9" d 29'-9" b 1 27'-10" b 26'-2" b 24'-10" b 23'-8" b 22'-8" b 2" x 10" x 0.092" x 0.369" 40'-7" d 1 38'-3" d 1 36'-1" b 1 33'-9" b 31'-10" b 30'-2" b 1 28'-10" b 1 27'-7" 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 velocity; using design load of 13.0 #ISF Self Mating Sections 5'-0" 6'-0" Tributary Load Width V'= Purlin Spacing 7'-0" 8'-0" 1 9'-0" 10'-0" 1 11'-0" Allowable Span V/ bending 'b' or deflection 'd' 1 12'-0" 2" x 4" x 0.044 x 0.100" 11'-11" b 10'-11" b 10'-1" b 9'-5" b 8'-11" b 8'-5" b 8'-0" b 7'-8" b 2" x 5" x 0.050" x 0.100" 14'-8" b 13'-4" b 12'4" b 11'-7" b 10'-11" b 10'-4" b 9'-10" b 9'-5" b 2" x 6" x 0.050" x 0.120" 16'4" b 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 2" x 7" x 0.055" x 0.120" 17'-9" b 16'-2" b 14'-11" b 14'-0" b 13'-3" b 12'-6" b 11'-11" b 11'-5" b 2" x 8" x 0.072" x 0.224" 26'-5" b 24'-1" b 22'4" b 20'-10" b 19'-8" b 18'-8" b 17'-9" b 17'-0" b 2" x 9" x 0.072" x 0.224" 27'-8" b 25'-3" b 23'-5" b 21'-11" b 20'-8" b 19'-7" b 18'-8" b 17'-10" b 2" x 9" x 0.082" x 0.310" 31'-11" d 29'-6" b 27'4" b 25'-7" b 24'-1" b 1 22'-10" b 21'-10" b 20'-10" b 2" x 10" x 0.092" x 0.369" 38'-5" dl 35'-10" bi 33'-2" bj 31'-1" bj 29'-3" bj 27'-9" b 26'-6" b 25'4" 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 '0'041TY 0*0 SANF000" OR` 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, RE, 3A-23 SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A 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 oust at 110 MPH velnr-ity- ucinn dwainn Innd of VA n femF Sections 3'-0" 1 3'-6" 1 Tributary Load Width 'IM = Purlin Spacing 4'-0" 1 4'-6" 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H'! bending 'b' or deflection 'd' 7'-0" 7'-6" 2" x 2" x 0.044" Hollow 6'-5" b 5'-11" b 5'-7" bj 5'-3" b 4'-11" b 4'-9" b 4'-6" b 4'4" b 4'-2" b 4'-1" b 2" x 2" x 0.055" Hollow 7'-4" b 6'-9" b 6'-4" bj 5'-11" b 5'-8" b 5'-5" b 5'-2" b 4'-11" b 4'-10" b 4'-8" b 3" x 2" x 0.045" Hollow T-9" b T-2" b 6'-8" bi 6'-4" b 5'-11" b 5'-9" b 5'-6" b 5'-3" b T-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 T-11" b 7'-8" b T-5" b 2" x 3" x 0.045" Hollow 8'-4" b 7'-8" b T-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 T-8" b 7'-4" b T-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 W-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 1278" b 12'-3" b 2" x 2" x 0.044" Snap T-7" b 7'-1" b 6'-7" b 6'-3" b 5'-11" b 5'-7" b 5'-5" b 5'-2" b 4'-11" b 4'-10" b 2" x 3" x 0.045" Snap 9'-3" b 8'-7" b T-11" b T-7" b 7'-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 T-8" b T-5" b T-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 8'4" b T-10" b 7'-5" b 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" b 10'-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'-0" b 16'-4" b 15'-5" b 14'-7" b 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 17'-8" b 16'-8" b 15'-10" b 15'-1" b 14'-5" b 13'-10" b 13'-4" b 12'-11"'lb ror s second wma ousr. at izu mvrl velocnv_ usmo aeslnn Inas nt is sisF Sections 3'-0" 1 3'-6" 4'-0" J,% 4'-6" Allowa Width 'W' = Purlin Spacing 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" / bending 'b' or deflection 'd' T-0" T-6" 2" x 2" x 0.044" Hollow 5'-11" b 5'-6" b 5'-2" bj 4'-10" b 4'-7" b 4'-5" b 4'-3" b 4'-1" b T-11" b T-9" b 2" x 2" x 0.055" Hollow 6-10" b 6'-4" b 5'-11" 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 T-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 2" x 0.070" Hollow 10'-11" b 10'-1" b 9'-5" b 8'-11" b 8'-5" b 8'-1" b T-9" b T-5" b T-2" b 6'-11" b 2" x 36w*v945" Hollow T-9" b T-2" b 6'-8" b 6'-4" b 5'-11" b 5'-8" b T-6" b 5'-3" b 5'-1" b 4'-11" b Hollow 9'-8" b 8'-11" b 8' 4" b ' " T-2" b 6-10" b 6'-7" b 6'4" b 6'-1" b 2" x 4" x 0.046" S.M.B. 12'-8" b 11'-9" b 11'-0" 10'-4" b 9'-10" 9'-5" b 8'-11" b 8'-8" b 8'4" b 8'-0" b Hollow 13'-7" b 12'-7" b 11'-9" b - - 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 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-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 T-11" b T-5" b T-0" b 6'-8" b 6'-4" b 6'-1" b 5'-10" b 5'-8" b 5'-5" b 2" x 4" x 0.045" Snap 10'-1" b 1 9'-4" b 8'-9" b 8'-3" b T-10" b 7'-6" b T-2" b 6'-10" b 6'-7" b 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 T-9" b T-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 11'-4" b 10'-8" b 10'-0" b 9'-6" b 9'-1" b 8'-8" b 8'-4" b 8'-0" b 7'4" b 3" x 3" x 0.125" Square 17'-7" b 16'-3" b 15'-2" b 14'4" b 13'-7" b 12'-11" b 1 12'-5" b 11'-11" b 11'-6" b 11'-1" b 4" x 4" x 0.125" Square 19'-0" b 17'-7" b 16-6" b 15'-6" b 14'-9" b 14'-0" b 1 13'-5" b 12'-11" b 1 12'-5" b 12'-0" 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. PW LAWLawrence E. Bennett, P.E. FL # 16644 S' R) EVI EWE D CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 OTY VORF SANFOR Email: I ebpe@ bel (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 SCREEN, ACRYLIC & VINYL ROOMS O O O * * * 0 0 0 0 0 0 0 in in u)41 O O O u7 u7 LO u7 X X X r W N Q LO LO 0 00 000000in 0000 E N 0 C>0 X X X X LO (O Lr)x x x x N y X X X- - _ _ O O O _ _ _ _ Q 0= (v, = fM M M V 0 0 0 V V et V X X X X X X X X X X X X x X - - - - - - - - - - - N N N N N (V N (n (O 1-- 'T V X X X 0410,11"1 U (@ 4% O O N N N O N r r r N N o 0000'(nih(hino 0000 C C E (O f0 (O (O 0 O M M N X x x X Y G N O O O O O O O O r X -_- E 7 O 0 0 0 0 0 0 0 0' O G in N = o O O to O O m = p M M M M M C1 M l�7 M O O O O O •� O F CL X x x X x x X X x X x x x x E N Cn iM (M M in iM (M (M M M ;n (o i� co cu X x x X (n-0 (L T N N N N N j w - O C _ m o Q_ N a et (O @ 2 O t_ E N N O M Y W 3 E 0 0 0 0 0 et at 0 C' W N N (M O E (p O O T N N N N O M d 0 0 0 X C N N M 0 m X x X- O E O r E N 0 0 0 0 0 0 0 0 0 X 0) - - - N a y p7 u7 _ = N N N Im v> y x E x x x x 3 X x x- -' w o E n c o Q E O N 0 0 0 N H N N N ON1 W O O O Q C c O to m V N M N W) V.- A 00 O O O O N d y O 0 0 0 0 0 0 0 0 � X X X X E O N X Q m o r o 0 0 0 0 0 0 o x m- o= a y (M r, x x X x% x X X X rn ao et as E E W X io - - - - - - - - o a X x X X 'c E N v v in m i� i. m o> of r ,Q X '� X X X X X X X X X n N N N N C U1 0 N W. N. N N- G N, N N t O SECTION 3A I Bm III w I= Whwrence E. Bennett, P.E. FL # 16644 Ao'%'ITY OF SAWU CIVIL &STRUCTURAL ENGINEERING a 1j El 16 P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: leb pe@bellsouth. net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-27 d C C L _ V N�a� 07 N O O O O N Vd' ,**� N V_ V d O O O CO O v # # # # # # # # # # # # # N N N N M C_ X (p V N # y # :It # it it ;k it it it 3k C 0 0 0 0 0 0 0 _N N_ O0 0 0 0 0 0 0 0 0 O O O O Wd� O u7 O LO O LO O LO O In O ((7 O X X X X X X X U - E m 0 0 0 0 0 0 0 _ 0 _ 0� _ _ v- _ O s _ LO - - . m 4 M Cl) O O N O) h to N _ tl� X m X iM X c) X m X m X c) X 'V' O 0 O 0 O 0 O 0 O 0 O 0 O 0 yy, O O O O O d� 0 0 0 0 0 X x X X x X x x X x YX X X X X x x x x Y N N 04 N N N N (nO� it 0 (O I- N N N P'1 a X x x x x x x x x x x x N N N N N N N N N NN N O N N N co M It (O W m t M O t /-J N N N N N N M M -tt (n (p (p co O O O * * * 0 0 0 0 0 0 0 in in u)41 O O O u7 u7 LO u7 X X X r W N Q LO LO 0 00 000000in 0000 E N 0 C>0 X X X X LO (O Lr)x x x x N y X X X- - _ _ O O O _ _ _ _ Q 0= (v, = fM M M V 0 0 0 V V et V X X X X X X X X X X X X x X - - - - - - - - - - - N N N N N (V N (n (O 1-- 'T V X X X 0410,11"1 U (@ 4% O O N N N O N r r r N N o 0000'(nih(hino 0000 C C E (O f0 (O (O 0 O M M N X x x X Y G N O O O O O O O O r X -_- E 7 O 0 0 0 0 0 0 0 0' O G in N = o O O to O O m = p M M M M M C1 M l�7 M O O O O O •� O F CL X x x X x x X X x X x x x x E N Cn iM (M M in iM (M (M M M ;n (o i� co cu X x x X (n-0 (L T N N N N N j w - O C _ m o Q_ N a et (O @ 2 O t_ E N N O M Y W 3 E 0 0 0 0 0 et at 0 C' W N N (M O E (p O O T N N N N O M d 0 0 0 X C N N M 0 m X x X- O E O r E N 0 0 0 0 0 0 0 0 0 X 0) - - - N a y p7 u7 _ = N N N Im v> y x E x x x x 3 X x x- -' w o E n c o Q E O N 0 0 0 N H N N N ON1 W O O O Q C c O to m V N M N W) V.- A 00 O O O O N d y O 0 0 0 0 0 0 0 0 � X X X X E O N X Q m o r o 0 0 0 0 0 0 o x m- o= a y (M r, x x X x% x X X X rn ao et as E E W X io - - - - - - - - o a X x X X 'c E N v v in m i� i. m o> of r ,Q X '� X X X X X X X X X n N N N N C U1 0 N W. N. N N- G N, N N t O SECTION 3A I Bm III w I= Whwrence E. Bennett, P.E. FL # 16644 Ao'%'ITY OF SAWU CIVIL &STRUCTURAL ENGINEERING a 1j El 16 P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: leb pe@bellsouth. net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-27 SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A RIBBON FOOTING SCALE: 3/4" = 1'-0" Minimum Ribbon Footing Wind Zone # / Sq. Ft. x Post Anchor @ 48" O.C. Stud * Anchors 100-123 + 10 - 14 1'-0" ABU 44 SP1 @ 32" O.C. 130-140A +30 -17 1'-0" ABU 44 SPI @ 32" O.C. 140B - 150 + 30 - 20 1'-3" ABU 44 SPH4 @ 48" O.C. STUD WALL OR POST Maximum 16' projection from host structure. " For stud walls use 1/2" x 8" L -Bolts @ 48" O.C. and 2" square washers to attach sole plate to footing. Stud anchors shall be at the sole plate only and coil strap shall lap over the top plate on to the studs anchors and straps shall be per manufacturers specifications. [ a 91 V'`.— - Lawrence E. Bennett, P.E. FL # 16644 1% Ij bAN CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 CITY 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. 3A-29 r SOLID ROOF PANEL PRODUCTS SECTION 7co 'G C f0 Q 0 J d � Q) O Q W Q C U G1 CL a) L 0 co M co Lo C O a0 m y C QCO) — O) m Q 3 co O o C a _N ayi dCO 0 C l0 0 LO ad * cm co Ln co E N O w+ O x 'o In 3 O O c') 3 U + O L a o C 3 E Q II a L y N_o 3 m 3 Q Al UJ ca @ 'a O <D O o � O ~ x O d 10 Go .Q X F- M Z P 'S REV"I EWE D Ito Lawrence E. Bennett, P.E. FL # 16644 L ANCIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net r� I TV F 6*6 NFtNm .. � r"' IN %.JKLJ © COPYRIGHT 2006 PAGE �j NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. 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E. FL # 16644 Elite Aluminum oclvl� U GINEERING 1801 N.W. 64MSte ass, yt a, FI 32121 n 38 #: (386) 767-6556 Ft. Lauderdalemail: lebpe@bellsouth.net Tel: (954) 491-3700 F33 C)F © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. 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Bennett, P.E. FL # 16644 PLAN nKu E%V# I EWE w[b) CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 SA!"F"' Email: lebpe@bellsouth.vet(';ITY 0%F PAGE © COPYRIGHT 2008 �} 7''O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. >< 1n 1n � rn n 0) C4 C> �nvococflnaoaor V u7OmnaV Co d'cQd°.00�000iD�v O cQQ°.oggcq0000 OV � V �d'MMMM �NMM�t n N CA r u) LO c}�t M O C('I CP O d' Cn CO y � � Ch roO GOrI� � G y � (") r CV fV W aOr� r O � n OCC�e!'M Z-) N O 07 n NmrtO N Mm���tn r r CnMO CC) 7 y O OlO inO� W aMnO)r1n W NNM�t tOMO V st LO (0 � O C�Oo OV dOfV .8 U, ujV Ml�'1 (M N(V y � � N M�� 7 ��nrnm CVNCO � aD M( O N � O �� N O O� 47 O1 if1M�� (n yT(VrT00�, � CD y000)O)��00 N N MCO O O N :pT C0111- 0 CO n a0 OCDN M V 07 N N M M M V 0 r y LV DO Wi'M 1� h� y y O �fh CO f�7N N� y' rrr•-•-•-r G O n c+O OCDN VN 0 (.� O N N M m M 'V � �M M d U) in u7 (MMNNN� V% N Q y N N N N M M V � � � N N N N m� V' � 0 yT�000O)mm pT�{TOnnN 0 7 N N N M O Cn q' (� ODON N<� p �� m� O� O O N w, n 1-- (0 CO COMM<+1 p y r N N r (n Cit �cO�NOON o,a ���TTonnN W BD N N N M 01 O a� yN0 rrr.-rr� 'O � r� 00 r ti r � G D W r r r r r r r r O� �tD�O MnnNN CO O tO 0 0 0 0 3N N O r rrrrr�„1 N N M�� N 01 01 Il'J N = � p = O r M 7 C � a d C a d Y 1 0 0 K r K 1n 1n � rn n 0) C4 C> �nvococflnaoaor V u7OmnaV Co d'cQd°.00�000iD�v O cQQ°.oggcq0000 OV � V �d'MMMM �NMM�t n N CA r u) LO c}�t M O C('I CP O d' Cn CO y � � Ch roO GOrI� � G y � (") r CV fV W aOr� r O � n OCC�e!'M Z-) N O 07 n NmrtO N Mm���tn r r CnMO CC) 7 y O OlO inO� W aMnO)r1n W NNM�t tOMO V st LO (0 � O C�Oo OV dOfV .8 U, ujV Ml�'1 (M N(V y � � N M�� 7 ��nrnm CVNCO � aD M( O N � O �� N O O� 47 O1 if1M�� (n yT(VrT00�, � CD y000)O)��00 N N MCO O O N :pT C0111- 0 CO n a0 OCDN M V 07 N N M M M V 0 r y LV DO Wi'M 1� h� y y O �fh CO f�7N N� y' rrr•-•-•-r G O n c+O OCDN VN 0 (.� O N N M m M 'V � �M M d U) in u7 (MMNNN� V% N Q y N N N N M M V � � � N N N N m� V' � 0 yT�000O)mm pT�{TOnnN 0 7 N N N M O Cn q' (� ODON N<� p �� m� O� O O N w, n 1-- (0 CO COMM<+1 p y r N N r (n Cit �cO�NOON o,a ���TTonnN W BD N N N M 01 O a� yN0 rrr.-rr� 'O � r� 00 r ti r � G D W r r r r r r r r O� �tD�O MnnNN CO O tO N N N N N CO N r 101f 'p C � rN 1!)O 3 yMCV r N:-000 r a C 01 = a O� N N r M O N O N �N�rrrrr���-� O 010, CO N _ O Z lfJMhO)n CP 0) C4 C � 0) V u7OmnaV Co t cQQ°.oggcq0000 p�j avvvd-vvv :0 M nNrtry CnMO ONNmd"R d' Cn CO O a �*-fV (h i W aOr� O n OCC�e!'M Z-) N O y r r r r r r r r D' �-p aMnO)r1n W NNM�t tOMO V st LO (0 � y O —M O C�Oo OV dOfV .8 U, ujV Ml�'1 (M N(V y � y(O NCN')M 7 ��nrnm CVNCO r C O �� N O O� 47 (n yT(VrT00�, D� N N MCO O O N 01 N N N M M V 0 � ��ipy��v�i� r y W bo ED Cf1 Cl7� � y d y r rrrc-rr rONNNMC07 VN � �M �<ON�a00��� U) ■ N N N N M M V W M 0 yMMNfV DTv��omMc,a 07 NNNN O � � Cn q' (� ODON N<� p y N N � 00 rrrrrr OD I� !� (O `� O � �pOMMCO O N N N N (n Cit �cO�NOON W BD 01 O a� yN0 rrr.-rr� 0 O� � r� � M n n N W N N N N M COOON RI O tO Cn <7M<V (V (V y r 'p C y= p ac rN 3 c N C 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 SrAI I=• 11A„ _ i, -n,, 1" PER FT. MAX. FOR 3-1/2" (TYP (1) #5 BAR CONT. 2'-0" MIN. ALL SLABS) BEFORE SLOPE O0 o /\/\ ✓/ / 8„ TYPEI TYPEII FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2" / 12" 2" / 12" - 1'-10" 2" 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 16'-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 3,000 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh @ Mesh, InForceTm e3 TM (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. All slabs shall be allowed to cure 7 days before installing anchors. 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 & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767.4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net #� i d ry ♦ ,�n.�x� x PAGE @ COPYRIGHT 2006 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 1 SOLID ROOF PANEL PRODUCTS PRIMARY CONNECTION: (3) #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. (2) PER RAFTER OR TRUSS TAIL #10 x 3/4" S.M.S. @ 12" O.C. EXISTING FASCIA FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION PAN ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS 1-1/2" x 1/8" x 11-1/2" PLATE OF 6063 T-5, 3003 H-14 OR 5052 H-32 SEALANT HEADER (SEE NOTE BELOW) 09101129-11 0:11 #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. 1100-1231 130 1 140 150 #8 1 #10 1 #12 1 412 Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWtu CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121I Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net 410 PAGE I © COPYRIGHT 2006 7.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.