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HomeMy WebLinkAbout142 Wheatfield CirCITY OF SANFORD PERMIT APPLICATION Permit #: of) n /� 1— ( 1 S� I Date: �` ( D - y T RFCFNED Job Address: 142 WHEATFIELD CIR. SANFORD, FL. 32771 Description ofAXork: ERRECT SCREEN PORCH WITH SOLID-RO-OF ON Total Square Footage 320 APR 1 07 Historic District: Zoning: Value of Work: S 2400.00 Permit Type: Building Odle Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration L 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 W Closets Plumb Rir —Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) MARONDA HOMES Owners Name & Address 4005 MARONDA WAY Phone Contractor Name & ------407-298 1400 _-..---_.____-- —.---- State License Number Phone & Fax: 407-298-60.10......_ ................... ........................... Contact Persf$4Y MOND ...P...WZNGO..................... .......:..........._P 7298...1.4.OD..._..-- Bonding Company. Address: Mortgage Lender: Address: Architect/Engineer. BENNETT 3867674774 phone: 150 -90X -4369 -SOUTH -DA MN-, TE -12121 ------------------ Address: Fax: _ Application is hereby made to obtain a permit to do the work and installations as indicated. I. certify that no work or installation has commenced prior to the issuance of a permit and that a]1 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 mork 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 1NTENDrO 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 maybe 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 suchWoforida anagement districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requ meLien Law, FS 1 Signature of Owner/Agent Date Signa f Contractor/Agent Date RA OND P WINGO Print Owner/Agent's Name p'-JutCo a torlA'gent's Name Signature of Notary -State of Florida Date Signatu tate of Flo da Date Sonya k. Williamson f. Commission # DD501703 V��pt g Expires January 2 ::(l t Owner/Agent isPersonallyKnown to Me or Contracfdt/AlentV40aTMP&An0y�I'nown fo a or Produced ID Produced ID � �7 0.11 Yl O Lli� i APPROVALS: ZONING: N 2'• UTIL: FD: ENG: BLDG: Special Conditions: Rev 032006 * Arj.S A\ , SCA Vt�ck bt, d. _1 a ex cee d � � tiva S. �Ort.D �c IV, I.00 iltm LIIVI= POWER OF. AT d'QIiP1EX Date:: 4 - ► o I hateby asmC and appoint GAIL GUEMPLE • Of Alurra Kraft to be my lawful attAtney City of Sanford is W O M fior me and apply to for a screen enclosure mit for work to be pufomed 19 31 ataloca imdescribedas: $ectica 32 Township:L_ - Lot Block - -_ ,- Subdivision Celery lakes 142 Whearfield Cir. Maronda Homes, 4005 Maronda Way, SSnor i (Own rofPmMWendAddn=) and to sign my tdmc and do all things wecessary to this: appoi bznt Ravmond P. VVinao CRC058000. 1 $wom tD aw 'bed before mea/this Day of Y _ _ A.D. "It 1/,, Note�yPnbiie,St cofFl tle ;*QIP" P`m Tonya K. Williamson �) -*'z Commission # DD501703 "r Expires January 21, 2010 Bonded Troy fain - insuranoo Inc 800.385.7019 My Comimissim Expires; Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www. scpafl.orglweblre_web.seminole_county_title?PARCEL=32193151800000060... 4/9/2007 DAvID JOHNSON, CFA, ASA PR13PERTY "PRAISER SE MINOLE.LOL7NTY Fl.. 11fl1; E'FiesZ;57 SAmFo=' F:L3237t-1468 7SOC3 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-31-518-0000-0060 Number of Buildings: 0 Owner: MARONDA HOMES INC OF FLA Depreciated Bldg Value: $0 Mailing Address: 4005 MARONDA WAY Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $34,000 Property Address: 142 WHEATFIELD CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: CELERY LAKES PHASE 1A Just/Market Value: $34,000 Tax District: S1-SANFORD Assessed Value (SOH): $34,000 Exemptions: Exempt Value: $0 Dor: 00 -VACANT RESIDENTIAL Taxable Value: $34,000 Tax Estimator 2006 VALUE SUMMARY SALES 2006 Tax Bill Amount: $669 Deed Date Book Page Amount Vac/Imp Qualified 2006 Taxable Value: $34,000 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick Method Units Price Value LOT 0 0 1.000 34,000.00 $34,000 LOT 6 CELERY LAKES PHASE 1A PB 67 PGS 98 & 99 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.orglweblre_web.seminole_county_title?PARCEL=32193151800000060... 4/9/2007 ALUMA KRAFT AWNING 2909 OLD WINTER GARDEN ROAD J ORLANDO, FLORIDA 32805 0 - Z96- /TUU 41 o, '( .0 o�. � - t C M �o% o aXy ao ao V � i 047 C p Co, aD o v0 a26 cnke p Z ru 0Uo a E - OU Ln U W f0 f0 p N U p N i C 22 -a— >.LUm E L b '> U) a) > m Oro F I to "Fm XN �O S QL s► `^� 60z� oo a � Op S fo/Z dip � � � x Oo DZS ANIw 5 y y 712. a PLANS REVIEWED3sa'a F ` �� l{ `�'ANF ✓ � D 041109x'2007, 15:22 407-323-9559 gena ^i' 5rrm ole and AbbrOVIRI'ona: Fnd. : Found Boundary Line Brg. : Bearing Cenlarime Cak. Ceiculated Right-ol-way Line C. 9. : Concrete Block overhead Utility l_ ins Ch. Chord - _ - _ _ - _ : Easement Line Conc.: Concrete p i Central Angle Const.: Construction ARC Arc Length ds Cnncrele Sfai] Ri—k EIe V. Elevation I oundau Survey• �I CELERY LAKES PAGE Field Field Measured Fnd. : Found 13ovi. t Oovemment L. 13. Licensed Business O.R. : 0,Mdal Records Pav'1. : Pavement P.C. Pohl of Curve p.CC.: Point of Compound Curve -jrA17=3 REAM Steel Relnfadny Rod P.C.P. Permanent Control Point P.I.Point of Inlonmdlon P1.S Prolessionai Land Surveyor P.O.B. Point of Beginning P.O.C. Point or Cornnwnc�l P.R.C. Point of Revere* Curve PR.M. Permanent Reference Monument p.S L Point of Street Intersection SIT --I r✓.r1 I 6 I �ba 'T U V U T reN'G uQ � � v >.E 0� � FL V\ u � V _CC+• V\ e i1. G � b GTG "5u k L o :ars Q .Y y �x .^ b U Q C C Q u �a_ A / 1 k7 n L Flute P o� G Al 00 ZI `11 e Ri' S �4 I I ra'vrr�+rr' s I - �ASEMF�/T \ �v �y ",Q6izoo t� P.T. Porn d Tengenoy E7s,�6M�WT Radue R.L.S.: Re orad Land Surveyor RM Right-041way Sec. Section SR . : Septic Tank f / 1 k7 n L Flute P o� G Al 00 ZI `11 e Ri' S �4 I I ra'vrr�+rr' s I - �ASEMF�/T \ �v �y ",Q6izoo t� P.T. Porn d Tengenoy R Radue R.L.S.: Re orad Land Surveyor RM Right-041way Sec. Section SR . : Septic Tank T.B.M.: Temporary Bends Marx WI : WNh - `, - — Q a _ ____ �y �_ J Acle �%,•�rr 7'c�vP c.s =s+�- 5 LANS REVIEWED ITY OF SANFORD I h 9 N -�-SPO wievlI \ tJy I for rr Fiis-o UE5c2ioT/oN,5vav�✓rsio.✓ ,9�veo�,✓� T � �•¢�/'V72-, LoT 6 C� ,e y9,, ,Pi�/� sE /A f' ry, Fes► / � �ov�c ,P�cvldG25 of ,SEirlr.Uo�.E Corw P".97- BOOM % rformed under my sul I hereby certily that this map depicts a survej d e and belief' and lits 7777 CERTIFIED TO. ___!/�O/✓Q� /'��'% ..... SMITH DRAFTING & SURVEYING, INC. 311 E. RICH AVE. DELTONA, FL DELAND, FL (386) 789-2855 (386) 734 -704 7 REVISIONS. DRAWN BY: 17fi CREW CVIIFF: /r;'/U% f�4"112,1✓�r SCALE: DATE' r/L,. o / / 7 .7- - Received _ ---------Received Time—Apr. 9— 2: 0 9 P M sion. and is correct to the best of my know e g survey meets the minimum technical standards set forth by the FI Board of Prolesslonal Land Surveyors in Chapter 611317-6, FI Administralive Code, pursuanl 1 Section 72.027 Florida 6ta►ule Sla y E. Smith �toTWhMqqjslqted Land Surveyor Certificate Number 3736 ug T yALlp_UNL_�ESS SEAL IS EMBOS: Note No Instruments of record rollecling easements, Ilmdellons, reservations. restrictions and/or righl-of-ways, it any, have be ships, vided 10 this survey , orexcept sasSFW no underground msidlal utilities have been located, except a f � ~ ^. 1• V �- � 360. � T � �.rro , Tf' 76.59 P,*«o -SII r_ reQ_OJ �LArI F/Lt0 -� /igrwri As•vo ~�.. ��� — AV L'111Nis✓ -10` - ! U /L<ATf/EIt� �JRCL� >!7•.�L Z5 SGP.'.rrRs.t. moo, cs -2 j0C"p .. r UE5c2ioT/oN,5vav�✓rsio.✓ ,9�veo�,✓� T � �•¢�/'V72-, LoT 6 C� ,e y9,, ,Pi�/� sE /A f' ry, Fes► / � �ov�c ,P�cvldG25 of ,SEirlr.Uo�.E Corw P".97- BOOM % rformed under my sul I hereby certily that this map depicts a survej d e and belief' and lits 7777 CERTIFIED TO. ___!/�O/✓Q� /'��'% ..... SMITH DRAFTING & SURVEYING, INC. 311 E. RICH AVE. DELTONA, FL DELAND, FL (386) 789-2855 (386) 734 -704 7 REVISIONS. DRAWN BY: 17fi CREW CVIIFF: /r;'/U% f�4"112,1✓�r SCALE: DATE' r/L,. o / / 7 .7- - Received _ ---------Received Time—Apr. 9— 2: 0 9 P M sion. and is correct to the best of my know e g survey meets the minimum technical standards set forth by the FI Board of Prolesslonal Land Surveyors in Chapter 611317-6, FI Administralive Code, pursuanl 1 Section 72.027 Florida 6ta►ule Sla y E. Smith �toTWhMqqjslqted Land Surveyor Certificate Number 3736 ug T yALlp_UNL_�ESS SEAL IS EMBOS: Note No Instruments of record rollecling easements, Ilmdellons, reservations. restrictions and/or righl-of-ways, it any, have be ships, vided 10 this survey , orexcept sasSFW no underground msidlal utilities have been located, except a t , 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. FHROLIGH SPLINE GROOVES ;IDE WALL HEADER ATTACHED TO 1"x 2" OPEN' ,ACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. >IDE WALL GIRT ATTACHED 1 " x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW BOSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO :ONCRETE W/ 1/4" x 2-1/4" :ONCRETE/MASONRY ANCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND JALLS MIN. 1" FROM EDGE OF �ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 PANS RVIEL. CIVIL ENGINEER - DEVELOPMENT CONSULTANT I��� P.O. BOX 214368, SOUTH DAYTONA, FL 32121 �T� F y TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 PAGE c @ COPYRIGHT 2004 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"= 1'-0" SECTION 3A RISER PANELS ATTACHED PER CHAPTER HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1"x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.65% 0COPYRIGHT 2004 i NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGE SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 -second -wind -gust -at -120 -MPH velocity;-using-design4oadof 13 #/SF (43 #/SF for Max. Cantilever) Aluminum Allnv ROR3 T -A 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 8,2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 8: 2 Span 3 Span 4 Span Max Cantilever 5 -1d 5'" 6-3 d 6' 4" d 1'-0" d 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d 6 4'-9" , d 5-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 1'-0" d 7 4'-6" d 5'-7" d 5'-6" b 0'-11" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 575" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 3'-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 3'-9" d 4'-4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'-10" d 3" x 2" x 0.045" . 3" x 2" x 0.070" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 8,2 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. p p p Cantilever 5 5'-8" d 7'-1" d 7'-2" d 1'-2" d 5 6'-5" d 7'-11" d 8'-1" d 1'-3" d 6 5'-4" d 6'-8" d 6'-9" d 1'-1" d 6 6'-0" d 7'-5" d 7'-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-5" d 1'-0" d 7 5'-9" d 7'-1" d 7'-3" d 1'-2" d 8 4'-11" d 6-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d 1'-1" d 9 4'-8" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10 4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" d 1'-0" d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 12 4'-3" d 5'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5-11" d 5'-11" b 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') 1 8,2 Span 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. p p p Cantilever 5 7'-1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'-4" d 11'-2" b 1'-10" d 6 6'-8" d 8'-3" d 7'-11" b 1'-4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 6'-4" d T-8" b 7'-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8 6'-1" d 7'-2" b 6-11" b 1'-2" d 8 7'-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9" b 6'-6" b 1'-2" d 9 T-6' d 8'-8" b 8'-4" b �4-"Fd 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b F-12 5'-5" d 6'-1" b 5'-11" b 1'-1" d 11 6'-1.1 b 7'-10" b 7'-7" 5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6' 6" b 7' fi" b 7'-3" b1 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. IPLANS M Lawrence E. Bennett, P.E. FL # 16644 ��p gel " O EO D CIVIL ENGINEER - DEVELOPMENT CONSULTANT \k�. (C) P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 © COPYRIGHT 2004 1PAGES} 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.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T4 For 3 second wind oust at 110 MPH velocity: using desian load of 11 XSF Sections 3'-0" 1 3'-6" Tributary Load Width W'= Purlin Spacing 4'-0" 1 4'-6" 1 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 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x0.055" Hollow 10'-3" b 9'-0" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b T-3" b 6'-11" b 6'-9" b 6-6" b 3" x 2" x 0.045"' Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11" b T-8" b 7'-5"' b T-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'=2" d 11'-7" d. 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 1 11'-6" b 11'-0" b 10'-8" b. 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-0" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b T-7" b 7'-4" b T-1" b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 17'-7" b 16'-3" b 15'-3" b 14'-4" b 13'-7" b 1 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b For 3 second wind crust at 120 MPH velocity: using design load of 13 #/5F Sections 3'-0" 1 3'-6" 1 Tributary Load Width W'= Purlin Spacing 4'-0" 1 4'-6" 1 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 8'-8" b 8'-0" b T-0" b 7'-1" b 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b T-8" b T-4" b 7'-1" b 6'-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b T-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 17'-0" b 16'-3" b 15'-2" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'4" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 1 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 7"'LA EV E CIVIL ENGINEER - DEVELOPMENT CONSULTANT N F D SAN P.O. BOX 214368, SOUTH DAYTONA, FL 32121 M7 TELEPHONE: (366) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 w 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 9 FASTENERS Table 9.1 Allowable Loads for Concrete Anchors Screw Size - d = diameter Embedment Depth (in,) Min. Edge Dist. & _ Anchor Spacing 5d (in.) Allowable Loads Tension I Shear 6d ZAMAC NAIUN (Drive Amnchors) 7d 1/4" 1-1/2" 1-1/4" 273# 236# 2" 1-1/4- 1 316# 1 236# 1.18 2.00 TAPPER (Concrete Screws) 1.21 - 12d 3/16" 1-1/4" i 15/18" 288# 167# 1-3/4" 15/16" 371# 259# 1/4" 1-1/4" 1-1/4" 427# 200# 1-3/4" 1-1/4" 544# 216# 3/8" 1-1/2* 1-7/8" 511# 402# 1-3/4" 3-3/8" 703# 455# POWER BOLT (Expansion Bolt 1/4" 2" 1-1/4" 624# 261# 5116" 3" 1-718" 936# 751# 3/8" 3-1/2" 1-7/8" 1,575# 1,425# 112" 5" 2-1/2" 2,332# 2,220# POWER STUD (Wedge Anchor) 1/4" 2-3/4" 1-1/4" 1 812#__1 326# 3/8" 4-1/4" 1-7/8" 1,358# 921 # 112" 6" 2-1/2" 2,271# 1,218# 5/8" 7" 2-1/4" 3,288# 2,202# 1. Concrete screws are limited to 2" embedment by manufacturers. 2. Values listed are allowed loads with a safety factor of 4 applied. 3. Products equal to yawl may be substituted. 4. Anchors receiving loads perpendicular to the diameter are in tension. 5. Allowable loads are increased by 1.00 for Wind load. 6. Minimum edge distance and center to center spacing shall be 5d. 7. Anchors receiving loads parallel to the diameter are shear loads. 8. A 133% increase has been applied because wind uplift is only load. Example: Determine the number of concrete anchors required for a pool enclosure by dividing the uplift load by the anchor allowed load. For a 2" x 6" beam with: spacing = T-0" O.C., allowed span = 20'-5" (Table 1.1) UPLIFT LOAD = 1/2(BEAM SPAN) x BEAM & UPRIGHT SPACING NUMBER OF ANCHORS= 1/2(20.42') x 7' x 10# / Sq. Ft. ALLOWED LOAD ON ANCHOR NUMBER OF ANCHORS = 714.70# = 1.67 427# Therefore, use 2 anchors, one (1) on each side of upright. Table is based on Rawl Products' allowable loads for 2,500 p.s.i. concrete. Allowable Load Coversion Multipliers for Edge Distances More Than 5d Edge Distance Multipliers Tension Shear 5d 1.00 1.00 6d 1.04 1.20 7d 1.08 1.40 8d 1.11 1.60 9d 1.14 1.80 10d 1.18 2.00 11d 1.21 - 12d 1.25 - Lawrence E. Bennett, P.E. FL #16644 � � - CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368; SOUTH DAYTONA FL 32121 F TELEPHONE: ,(386) 767-4774 ppp ��� "'���??? FAX: (386) 767.6556 PAGE © COPYRIGHT 20e4 9-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads Open Structures Aluminum Alloy 3105 H-28 Glass & Modular Rooms Overhang / 3" x 12" x 0.024" 2 or 5 Rib Riser Panels Mono -Sloped Roof & Attached Covers Wind Open Structures— _ creen Rooms R_ ooms Overhang l Cantilever Mono -Sloped Roof - 8 Attached Coversclosd - Cantilever Region 1&2 3 4 1&2 3 4 3 4All 4 1&23 span span span span span span 14'-7' jGlaais_9__Modu1,ar pan span Roofs span 17'-11" 18'-4" 13'x" 17'5" 17'9" 1T-11" 4'-3" 14'-7" 4'-0"W1.101MPH14'-1" span 18'x" 12-9" 15'-9" 16'-0" 1T -5"1T-9" 11'-9"'15'-1" 3'-5" 13'-9" 3'-1113'x" span 15'5" 1T -A" 11'T' 14'" '"2 2'-7" 12'-10" 5" 12'-8" 3'16'-3" 3'-t3" 3" x 12" x 0.030" 2 nr 5 Rih Rl.n. o-- i_ 3" Open Structures Screen Rooms Glass & Modular Rooms Overhang / Wind Mono -Sloped Roof & Attached Covers Enclosed Enclosed Cantilever Cantilever Region 1$2 1 3 1 4 1 dig 3 4 1&23 4 All span span span span span span span span span span Roofs 100 MPH 15'-9" 19'-5' 19'-10" 14'-10" 18'-10" 19'-2" 12'-6" 15'-5" 15'-9" 4'-0- 110 MPH 15'-3" 19'-5" 19'-10" 13'-9" 17'-10" 18'-2" 11'-3" 14'-6" 14'-10" 4'-0" 120 MPH 14'-5" 18'-10" 19'-2" 13'-2" 16'-3" 16'-7" 101-8" 13'-7" 13'-11" 4'-0" 123 MPH 14'-2" 18'-4" 18'-8" 12'-11" 15'-11" 16'4" 10'x' 13'-5" 13'-8" 3'-11" 130 MPH 13'-9" 1T-9" 12'-6" 15'-9" 15'-9" 10':2" 12'-11" IT -2- T-10" 140 MPH 10'-11" 13'-0" 13'-9" 10'-11" 13'-6"- 13'-9" 9'-B" 12'-4" 12'-7" 3'-g" 150 MPH 10'-11" 13'-0" 13'-9" 10'-11" 13 '-6" 13 '-9" 9'-3" 1 T-6- ' 6^ 3" x 12" x O.OR" 2 or 5 Rib Riser Panels Lawrence E. Bennett, P.E. FL # 1664 . �p Civ #L ENGINEER - DEVELOPMENT CONSULTANT /iVl y ® P.O. BOX 214368, SOUTH DAYTONA, FL 32121 FOL( rd TELEPHONE: (366) 767-4774 T �r FAX: (386) 767�16�Y 8556 �!' nF PAGE SANFORD q © COPYRIGHT 2004 7"JO NOT TO BE REPRODUCED4N WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Open„Structures Screen Rooms Glass & Modular Rooms Overhang / Wind Mono -Sloped Roof & Attached Covers Enclosed Cantilever Region g 1&2 3 4 1&2 3 4 1&2 3 4 span span span span span span span-- span span All Roofs 100 MPH 18'-5” 22'-9" 23'-2" 17'-10" 22'-0" 22'-5" 14'-7" 18'-8" 19'-1" 4'-0" 110 MPH 18'-5" 22'-9" 23'-2" 16'-1" 20'-10" 21'-3" 13'-9" 17'-9" 18'-1" 4'-0- 120 MPH 17'-10" 22'-0" 22'-5" 15'-5" 19'-10" 20'-3" 12'-11" 15'-11" 16'-3" 4--0- 123 MPH 1T-4" 21'-5" 21'-10" 15'-2" 19'-6" 19'40" 12'-8" 1 15'-8" 15'-11" 4'-0" 130 MPH 16'-1" 20'-4" 20'-9" 14'-7" 181-8" 19'-1" 11'-11" 15'-1" 15'-5" 4'-0" 140 MPH 12'-9" 15'-9" 16'-1" 12'-9" 15'-9" 16'-1" 11'4" 14'-5" 14'-9" 4'-0" 150 MPH 12'-9" 15'-9" 16'-1" 12'-9" 15'-9" 16'-1" 13'-9" 14'-0" 4'.0 - Note: Total roof panel width = room width + wall width + overhang. Lawrence E. Bennett, P.E. FL # 1664 . �p Civ #L ENGINEER - DEVELOPMENT CONSULTANT /iVl y ® P.O. BOX 214368, SOUTH DAYTONA, FL 32121 FOL( rd TELEPHONE: (366) 767-4774 T �r FAX: (386) 767�16�Y 8556 �!' nF PAGE SANFORD q © COPYRIGHT 2004 7"JO NOT TO BE REPRODUCED4N WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 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 IN. 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, 38, 39) -(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' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) W 0 r O.H. Z SOLID ROOF / / X NO MAXIMUM / / w ~ (ELEVATION SLAB OR GRADE) t -_ 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 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123 130 140 150 #8 1 #10 1 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16"= V-0" Lawrence E. Bennett, P.E. FL # 16644' Ap /SES HEIS' CIVIL ENGINEER -DEVELOPMENT CONSULTANT E� \`9 (I 11 F P.O. BOX 214368, SOUTH DAYTONA, FL 32121 CC @@ 0!U.Dd' TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 PAGE © COPYRIGHT 2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 HOST STRUCTURE TRUSS OR RAFTER 1" FASCIA (MIN.) BREAK FORMED METAL SAME THICKNESS AS PAN (MIN.) ANCHOR TO FASCIA AND RIZER OF PAN AS SHOWN /- #8 x 3/4" SCREWS @ 6" O.C. #8 x 1/2" SCREWS @ EACH RIB ROOF PANEL J 3 - - - LLI a- < Lu HEADER (SEE NOTE BELOW) #8 x 1/2" S.M.S. @ 8" O.C. FOR MASONRY USE 1/4" x 1-1/4" MASONRY EXISTING HOST STRUCTURE: 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 ROOF PANEL TO WALL DETAIL SCALE: 3"= 1'-0" ROOF PANELS SHALL BE ATTACHED TO THE HEADER W/ (3) EACH #8 x 1/2" LONG CORROSION RESISTANT S.M.S. W/ 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 W/ (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. . ��.� i' ,�, ,- "_, �`►1 t ' `� k� it i Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 I OCOPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAGE 7-7 I ................. r✓ 48.00" 1.0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ALLOY (PATENT # 4,769,963 AND 5,086,599) SNAP - N - LOCK PANEL SCALE: 3"' = 1'-0" Table 5.3 Structall Building Systems Inc. Snap & Lock® Composite Roof Panels Allowable Spans For Composite Roof Panals @ Various Loads for Roof Overs Manufacturers Proprietary Product: Aluminum Alloy 3105 H-14, H-28 Foam Core E.P.S. 1# Densitv 3"x48" x 0.024'" Panels WInd Region Maximum Allowable Span 1&2 3 4 Max Span Span a^pan Cantilever 100 M.P.H. 20'-4" 22'- 25'-3" 4'-0"- 110 M.P.H. 18' 8" 20'- 23'-3" 4'-0" 120 M.P.H. 17'-5" 19'- 21'-8" 4'-0" 123 M.F.H. 10-11" 18'-1 12_ 4'-0" 130 M. P.H. 15'-1 i " 1 T- 19'-9" 3'-11 " 140 M.P.H. 12' 4" 13'- 16-4" 0'-0" 50 1M.P.H. 12' 4" 1-1- 15'-4" 0'-0" 3" x 48" x 0.024" Panels Wind Region Maximum Allowable Span 1 & 2 3 4 Max Span Span Span Cantilever 100 M.P.H. 23'-5" 26-2" 25'-3" 4'-0" 110 M.P.H. 21'-0" 24'-1" 23'-3" 4'-0" 120 M.P.H. 20'-0" 22'-5" 21'-8" 4'-0" 123 M.P.H. 19'-5" 21'-9" 21'-0" 4'-0" 130 M.P.H. 18'-3" 20'-5" 19'-9" 4'-0" 140 M.P.H. 1 14'-2" 15'-10" 16-4" 4'-0" 150 M.P.H. 1 14'-2" 15-10" 15'-4" T-11" ,-- -P-j- inaye we anerpola[ea. 4" x 48" x 0.030" Panels Wind Region Maximum Allowable Span 1 & 2 3 4 Max Span Span I Span Cantilever 100 M.P.H. 22'-3" 24'-11" 24'-1" 4'-0" 110 M.P.H. 20'-6" 22'-11" 22'-2" 4'-0" 120 M.P.H. 1 19'-1" 21'-4" 20'-7" 4'-0" 123 M.P.H. 18'-6" 20'-9" 20'-0" 4'-0- 130 M.P.H. 1T-5" 191-6" 18'-10" 4'-0" 140 M.P.H. 13'-6" 15-1" 14'-7" 4'-0" 150 M.P.H. 13'-6" 15-1" 14'-7" 4'-0" 4" x 48" x 0.030" Panels Wind Region Maximum Allowable Span 1 & 2 3 4 Max Span Span Span Cantilever 100 M.P.H. 25'-8" 28'-9" 27'-9" 4'-0" 110 M.P.H. 23'-8" 26'-5" 25'-6" 4'-0" 120 M.P.H. 21'-11" 24'-7" 23'-9" 4'-0- 123 M.P.H. 21'4" 23'-11" 23'-1" 4'-0- 130 M.P.H. 20'-1" 22'-5" 21'-8" 4'-0" 140 M.P.H. 15'-7" 1T-5" 16'-10" 4'-0" 150 M.P.H. 15-7" 17'-5" 16'-10" 4'-0" Lawrence E. Bennett, P.E. FL 4 16644 3 5 O SUR EIA N K ROAD, CIVIL ENGINEER - DEVELOPMENT CONSULTANT OLDSMAR, FLORIDA 34677 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 NATIONWIDE 1-600-239-5.257 TELEPHONE: (386)767-4T74 LOCAL 813-1355-2627 FAX: (386)767-6556 FAX 81 3-655-81 26 © COPYRIGHT 2004 PAGE a��g NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 5-6.5 ' SITE EXPOSURE EVALUATION FORMA �-- -- -- -- -- - •--•--------•--•-- I I QUADRANTI i 1500' i EXPOSURE I - - - - 1500' -I I I i 600' QUADRANT N I 40' I QUADRANT II I �--• 600' 600' EXPOSURE I 40, I EXPOSURE 600' I I ----1500' - - - I I I ( i I QUADRANT Ill I 1500' I EXPOSURE I 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 EXPOSED TO WIND FLOWING OVER WATER FORA DISTANCE OF AT LEAST 1 MILE. SITE IS EXPOSURE- EVALUATED BY: DATE: SIGNATURE: _ LICENSE #: b-14 Design Check List for Screen 1 Vinyl Room (Page1 of 2)_ 1. 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 2000 Aluminum Design Manual Part I -A & II -A; Exposure 'B' 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 ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A -ii: a. 'B' exposure = PSF for Roofs & PSF for Walls b. 'C' exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18 For 'C' exposure design loads, multiply 'B' exposure loads by factors in tables. 2. 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. 47ILI� ��� O �% Phone: Contra / Authorized Rep* Name (please print) ww � Date: Con ctor / Authori e * ignature Job Name & Ad Note: Projection of room from host structure shall not exceed 16'. 3. Building Permit Application Package contains the following: Yes A. Project name & address on plans B. Site plan or survey with enclosure location ......... ... ... ........ ...... ... C. Contractor's 'Designers name, address, phone number, & signature on plans ... D. Proposed project layout drawing @ 118" 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 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) 4. Highlight details from Aluminum Structures Design Manual A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate .... . Section 3 tables used: 34. a. Beam allowable 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: No Yes No Span / Height Required Span MPH @ 120 MPH �� (b or d) x (b or d) x (b or d) _ @ Wind Zone Multiplier ** __ _1 l-- Exposure Multiplier ** * Must have attended Engineer's Continuing Education Class within the past two years. **,Appropriate multiplier from Page 3A -ii and Page b-15. b-7 Design Check Lig for Screen 1 Vinyl Room (Page 2 of 2) B. Upright tables wl 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 Required Span @ 120 MPH 9 —L@ MPH (b or � (b or d)= Wind Zone Multiplier ** Exposure Multiplier** Yes No C. Table 3A.3 with beam & upright combination if applicable f D. Connection details to be used such as: 1. Beam to upright ........................ — 2. Beam to wall ........... .................................. ............... — 3. Beam to beam .................................................... — 4. Chair rail, purlins, & knee braces to beams & uprights ........................ L — 5. Extruded gutter connection .............................. ... .............. 6. U -clip, angles and/or sole plate to deck .............. .... ... .............. — E. Foundation detail type & size ....... .. .... ...... ........ ... ...... ... ... Notes: ** Appropriate multiplier from page 3A -ii and Page b-15. b -S