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HomeMy WebLinkAbout148 Wheatfield CirRECEIVED CM OF SANFORD PERMTT APPLICATION % / + P R Permit #: Date: y b I ® �oo� Job Address: 148 WHEATFIELD CIR. SANFORD, FL. 32771 ERREC -VMH MUD= ON 7T SCRE N PORCH Description ofWork- Total Square Footage320 Historic District: Zoning: Value of Work: $ 2400.00 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 WatrpeTosets Plumbing Repo Re i ential or Commercial Occupancy Type: Residential Commercial Industrial `� Construction Type: V2 it of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) MARONDA HOMES Owners Name & Address. 4005 MARONDA WAY - Phone Contractor Name & Address _ "' '—' z9o9-oto-V11ITiV1=RGARI)EN-R�-ORrA-NDO-,-FL-32soS------CRCo5800OF----------- "07 298 1400-- -- — ---- Staie. License Number: _... _............. __.-........... Phone & Fax: 407.-298-bD 1.0 ................_..............._........_......_- Contact I'e f YMO.ND...P...W.INGO......................_...:............._I' 7 29$...1.4.00.... Bonding Company. Address: Mortgage Lender: Address: Architect/Engineer. BENNETT 386 767 4774 phone: Address: --------- -- PO BO -X 436$--SOUTFFDAYMN TE -3-2121 ------- - ------ Fax - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT I certify that all of the foregoing information is accurate and that all work will be done incompliancewith 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 INTENDTO 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 Signature of Owner/Agent DateiQ ture o Agent Date YMOND P WIN Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING/ �OUTIL: Special Conditions: Rev 032006 MEM ori. Agent's Name Si YK. Date Wk -'William o� Com zires mmission # DD501,• :. Contractor/Agent is ro ersAall Ktrown a or Produced ID FD: ENG: BLDG: t haft mate sad appoint GAIL GUEMPLE Of Aluma: Kraft to be my iawfW . CITY OF SANFORD iet ha to act for = and apply to for a screen enclosure permit for work to :be pufomed .31 19 at a logon desmibed.as: Section 32 Township:L_ CELERY LAKES Lot Block Subdivision 148 WHEATFIELD CIR. SANFORD, FL. 32771 MARONDA HOMES, 4005 MARONDA WA, , L. 32771 (Oww of huperfy and Addams) sad to sign my name and do WU things nmwery m thiS: app0kWM=t. Raymond P. Wingo CRC058000. Ac av,►leaged: Lei 3woan to andubscribeti Day of sae this �' /. Ndmy Public. Static of Flctidn ,,, Tonya K. Williamson a� Commission # DD50170- st oe� ;r •.. • Expires January 21, 20 too Bonded Troy Fain insurance Inc 4W 385 r �s MY Commisdon Evir= a Seminole County Property Appraiser Get Information by Parcel Number ETA[, 2007 WORKING VALUE SUMMARY 17 Value Method: Market Parcel Id: 32-19-31-518-0000-0040 Number of Buildings: 0 Owner: MARONDA HOMES INC OF FLA Depreciated Bldg Value: $0 Mailing Address: 4005 MARONDA WAY 5� 1& City,State,ZipCode: SANFORD FL 32771 DAVID .10"Pasom CFA. ASt, PROPERTY APPRAISER SEMINOLE COUNTY FL 1101 E. FwsT ST sa��Ra< FL3277 i-14+156 ca 57 '$ 19 20 6 3 5 cn M 4 0 � A 3 C M 55 21 54 22 . Tax District: S1-SANFORD 24 407.666-7506 2 Exempt Value: $0 Dor: 00 -VACANT RESIDENTIAL 25 1 Page 1 of 1 LAND 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-31-518-0000-0040 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: 148 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 will be based on Just/Market value. 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 4 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 our next ear's property tax will be based on Just/Market value. http://www. scpafl.org/weblre_web. seminole_county_title?PARCEL=32193151800000040... 3/6/2007 4 /? VY '7A ALLWA KRAFT AWAMM 200 OLD WNM QMWW ROAD OMANDO. FLORM UM. Structural Plan review is limited to a general survey for code corn ii. OFFICE v review is implied nor was taken to"t-UNo. verify structural adequacy br 4S j -_00 0 NY V � �g ! - �8 Vx 6L A .'U P _.S REVIEWLE) 0 CITY OF SANFORD PERIMIFUT 09" J I a 6710 6711, 577� -3salt MIS m Oo �� Ag 64 J I a 6710 6711, 577� -3salt MIS 031,'0R/040A7 12:12 407-323-9569 CELER',' LAKES PAGE 01 4�g�^- of gyrrbgls and AbbrlsviallQna: P.C.P. r Permanent Control Point P.I. : Point or Intersection Boundary Line Brg. Bearing FWd Field MeealxeA Centerline Calc. Calculated Fnd. Found Right-of-way Line C.B. Concrete Block GOVT, : Government Overhead ulifily Line Ch. Chord L. 0. : Lloen*ed Bus" _ - _ - _ Easement Line Cone.: Concrete O.R. : OMlcW ROOM% - A Cent-? Angle Conal.: Construction P*V'1. Pavement AnC Are Lenglh cls Concrete Slab P.C. : Point of Curve Blk. Block Elev. Elev*eon P.C.C.: PokA of Compared Curve mQuldarY-5-o-cm; REFtOD: Steel Reinfordnp Rod P.C.P. r Permanent Control Point P.I. : Point or Intersection P.L.S. Professional Lend Surv*ya P,O.B. PNM of Beglminq P.O.C. PNAI of Commencement P.R.C. Point N Revers* Cure P.R.M. Permanent Reference Monument P.S.I. Point or She*1 Intof9ec ion P.T. Point of Targerky R Radius R.L.S.: Registered Lend Surveyor RM Rapm-of-way sec. section SIT. Beplic Tank T.D.M.: Temporary Bend, Mark W/ : With a s i SITE NS R�VIEWED f OF'UNFORD �— aox T `Oo' •iF '7i >'�r .Ai A.�'�✓�.y'��'�-w�}'� " err S.a:a t�" �iP r _• CO Pcwr�: Prated _ II Z� Ob' "Po- .. :.•"•' �(/ Gb"•.2/''9`3.� �lrwsi A.Nv.wto ,� e37 -24 fi'7x h /ucATF l�Rct_£ �oGo',���►s.r 50C.,p A T- 5o'�,u /lALT /0AV 7- 102-,9 7- - ICt1i9s� /i4 i9 ,SvBvr✓isio•✓ �4cco zoit/� To /1�r4ro i.J /vL.9T BoO,(,- /ci915zE5 A,vle CERtIFIFD TO SMITH DRAFTING & SURVEYING, INC. 311 E. RICH AVE. DELAND, FL DELTONA, Fl - (386) 734 -704 7 I_(386)734-7047 (386)789-2855 DRAWN BY, �� ✓�M/T�y REVISIONS; CREW CHIEF:�M SCALE: DATE:JpTFiy�E�E I.9, ZQOS ^�" 9-.96�Received Time Mar, I hereby cattily that this map depicts a survey performeo under my supnrvi sion, and is correct to the best of my knowledge and ballet; and that thil survey meets the minimum technical standards set IoM by the Florid[ Board of Professional Land Surveyors in Chapter 61(217.6, Florida Adminislrative Code, pursuant to Seclian 472.027, Florida Statutes. St . ey E. Smith gislared Land Surveyor Certificate Numoer 3736 NOT VALID UNLESS SEAL IS EMBOSSEE Note: No Instruments of record rellectlnp easements, limllalions, owner ships, reservations, restrictions and/or rlght-of•ways, if any, have been prc vided to this surveyor, except as shown. No underground installations c utilities have been located, except as shown. �-r+a• slag �iecav / ��GS cqd Z9'� 1-7 gyp. aro' rwrj farm N OR ° '• 2S c Q/dA/.11�066J N ,�?3�LMfu7- N o' A E ° x u1 I f! 8 av -38- LU • � a � � t� � � �oA,�1QrC� :��' `U ; # -SU E c 2 0 '.' Q '^ I ` \` : M F Q V larl C V S �( 'rU SS4 =;t ..... T �^) 0 a s i SITE NS R�VIEWED f OF'UNFORD �— aox T `Oo' •iF '7i >'�r .Ai A.�'�✓�.y'��'�-w�}'� " err S.a:a t�" �iP r _• CO Pcwr�: Prated _ II Z� Ob' "Po- .. :.•"•' �(/ Gb"•.2/''9`3.� �lrwsi A.Nv.wto ,� e37 -24 fi'7x h /ucATF l�Rct_£ �oGo',���►s.r 50C.,p A T- 5o'�,u /lALT /0AV 7- 102-,9 7- - ICt1i9s� /i4 i9 ,SvBvr✓isio•✓ �4cco zoit/� To /1�r4ro i.J /vL.9T BoO,(,- /ci915zE5 A,vle CERtIFIFD TO SMITH DRAFTING & SURVEYING, INC. 311 E. RICH AVE. DELAND, FL DELTONA, Fl - (386) 734 -704 7 I_(386)734-7047 (386)789-2855 DRAWN BY, �� ✓�M/T�y REVISIONS; CREW CHIEF:�M SCALE: DATE:JpTFiy�E�E I.9, ZQOS ^�" 9-.96�Received Time Mar, I hereby cattily that this map depicts a survey performeo under my supnrvi sion, and is correct to the best of my knowledge and ballet; and that thil survey meets the minimum technical standards set IoM by the Florid[ Board of Professional Land Surveyors in Chapter 61(217.6, Florida Adminislrative Code, pursuant to Seclian 472.027, Florida Statutes. St . ey E. Smith gislared Land Surveyor Certificate Numoer 3736 NOT VALID UNLESS SEAL IS EMBOSSEE Note: No Instruments of record rellectlnp easements, limllalions, owner ships, reservations, restrictions and/or rlght-of•ways, if any, have been prc vided to this surveyor, except as shown. No underground installations c utilities have been located, except as shown. 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 SIDE WALL HEADER XTACHED 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 \NCHORS @ 6" FROM EACH 'OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF ;ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644� CIVIL ENGINEER -DEVELOPMENT CONSULTANT C � � "-% F ORD —--__P_.O._BOX-2-14368,-SOUTH-DAYTONA;-FL-32121- - - ----— — TELEPHONE: (366) 767-4774 FAX: (386) 767.6556 PAGE c 3A-6 © COPYRIGHT 2004 NOT TO BE REPRODUCED'IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF'LAWRENCE E. SENNETT, P.E. I 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 SECTION 3A RISER PANELS ATTACHED PER CHAPTER 7 .:.:.:.:.:.:...:.:..::.:.:. TYPICAL UPRIGHT DETAIL SCALE: 3"= 1'-0" HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" 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.) E 1 1: Lawrence E. Bennett, P.E. FL # 16_644_ _ PLANSi --- --- ----------------CIVIL-ENGINEER-=DEVELOPMENT COUL NSTANT - - -- -- - F S F /%� P.O. BOX 214368, SOUTH DAYTONA, FL 32121 ke IT 'AJ�? w TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 @ COPYRIGHT 2004 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 I SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 -second -wind -gust -at -1 -20 -MPH velocity-using--design-load of 13 #/SF (43 #/SF for Max. Cantilever) Aluminum Allov 6063 T-6 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 Span4 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" d15 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" d5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 1'-0" d 7 4'-6" d 5'-7" d5'-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 --l" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 1 0'-11" d 9 4'-2" d 5-11" b 4'-10" b 0'-10" d 9 4'-5" d 5-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 T-11" d 4'-6" b 4'4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 T-9" d 4'-4" b 4'-2" b 0'-9" d 12 T-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 8� 2 Span 3 Span 4 Span Max. p p p Cantilever 5 5'-8" d T-1" d T-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 T-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 T-1" d 7'-3" d 1'-2" d 8 4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d 1'-1" d 9 4'-8" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10 4'-6" d 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 1 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 &2 Span 3 Span 4 Span Max.Width Cantilever Load Max. Span 'L'/ -(bend ng 'b' or deflection 'd') (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 T-1" d 8'-9" d 8'-9" b T-5" d 5 9'-2" d 1 11'4" d 11'-2" b 1'-10" d- 6 6'-8" d 8'-3" d T-11" b 1'4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 64" d T-8" b T-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8 6'-1" d T-2" b 6-11" b 1'-2" d 8 T-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9" b 6'-6" b 1'-2" d 9 T-6" d 8'-8" b 8'-4" b 1'-6" d 10 5'-7" d 6'-5" b 6'-2" b 1'-1"jd 10 7'-3" d 8'-2" b T-11" b 1'-5" d 11 T-5" d 6'-1" b 5'-11" b 1'-1" 11 6'-11" b 7'-10" b T-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b 1'-1" 12 1 6'-0" b 7'-6" b T-3" b 1'4" d nvices: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL# 16644___ ---- , ` CIVIL ENGINEER DEVELOPMENT CONSULTANT C 57® jj SAN P.O. BOX TELEPHONE: SOUTH DAYTONA FL 32121 `IY TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A-11 SECTION 3A 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 6063T-6- For 063T-6For 3 second wind meet at IIA AAPLJ i__J X44 �aic�r 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' I 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 T-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" 3" x 2" x 0.045"' Hollow Hollow 10'-3" b 11'-3" b 9'-6" b 10'-5" b 8'-11" b 9'-9" b 8'-5" b 9'-3" b 7'-11" b 8'-9" b 7'-7" b 8'-4" b 7'-3" b 7'-11" b 6'-11" b 7'-8" b 6'-9" b 7'-5"' b 6'-6" b 7'-2" b 3" x 2" x 0.070" 2" x 3" x0.045" 2" x 4" x 0.050" Hollow Hollow Hollow 12'-9" d 12'-9" b 16'-3" b 12'-2" d 11'-9' b 15'-1" b 11'-7" d 11'-0" b 14'-1" b 10'-11" b 10'-5" b 13'-3" b 10'-5" b 9'-10" b 12'-7" b 9'-11" b 9'-5" b 12'-0" b 9'-6" b 8'-11" b 11'-0" b 9'-2" b 8'-8" b 11'-0" b 8'-10" b 8'-4" b 10'-8" b 8'-6" b 8'-1" b 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" X 5" X 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16--o-- b 15--s- 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 7'-7" b 7'-4" b 7'-1" b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 1 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 1 16'-3" b 1 15'-3" b 14'-4" b 1 13'-7" b 1 12'-11" b For 3 second wind nuct at 99A UP4r vnl.,.-i+..• ..-*.-...4--.,.". 1—j -9 4q &1�r 12'-5" b 1 11'-11" b 11'-6" b 11'-1" b Sections 3'-0" 3'-6" Tributary Load Width 'W' = Purlin Spacing 4'-0" 4'-6" 1 5'-0" 5'-6" 1 6'-0" 1 6'-6" All ableHeight 'H'/ bending 'b' or deflection'd' 7' -0 - '-0"Allowable 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 1 T-6" 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 7'-8" b 7'-4" b 7'-1" b 6-10" b 6'-7" b 772-- 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 7'-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'-0" 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 1 16-2" b 1 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b'I 11'-5" b 1 10'-11" b 1 10'-7" b 1 10'-3" 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 ENGINEER - DEVELOPMENT CONSULTANT — ----- — - - LAM - P.O. BOX TELEPHONE: SOUTH DAYTOKK67-477 FL 32121 I°f V i� S TELEPHONE: (386) 767 4774 CITV l - ' jj 1 FAX: (386) 767.6556 PAGE © COPYRIGHT 2004 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. & Anc_hor Spacing .. 5d (in.) Allowable Loads TenslonT Shear 6d ZAMAC NAILIN (Drive Anchors) 7d 1/4" 1 1-1/2.1 /4" 1 273# 1 236# 2" 1 1-1/4" 1 316# 1 236# 1.18 2.00 TAPPER (Concrete Screws) 1.21 - 12d 3/16" 1-1/4" 15/16" 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" 1 3-3/8" 1 703# 455# POWER BOLT (Expansion Bolt 1/4" 2" 1 1-1/4" 1 624# 261# 5/16" 3" 1-7/8" 936# 751# 3/8" 3-1/2" 1-7/8" 1,575# 1,425# 1/2" 5" 2-1/2" 1 2,332# 2,220# POWER STUD (Wedge Anchor) 1/4" 2-3/4" 1-1/4" 1 812# 326# 3/8" 4-1/4" 1-7/8" 1, 358# 921# 1/2" 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 = 7'-0" O.C., allowed span = 20'-5" (Table 1.1) UPLIFT LOAD = 1/2(BEAM SPAN) x BEAM & UPRIGHT SPACING NUMBER OF ANCHORS= 11111/2('20.42')x7' 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. Lawrence E. Bennetts P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT PAGE TELEPHONE: .(386) 767-4774 FAX: (386) 767-6556 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 - COPYRIGHT 9-2 I O NOT TOB BE IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SECTION 7 SOLID ROOF PANEL PRODUCYS Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Aluminum Alloy 3105 H-28 Loads 3" x 12" x 0.024" 2 or 5 Rib Riser Panels Open Structures Wind-MonoSlo _ _.. - — Screen Rooms -- Glass 8� MModular Rooms Overhang/ ped Roof Attached Covers Region 1&2 3 4 Enclosed Cantilever 1&2 3 4 span span span span span span 1&2 3 4 span span All 100.MPH 14'-7` 17'-11" 18'-4" 13'-8' 17'-5" 17'-9" span Roofs 110 MPH, 14'-1" 17'-11" 18'-4" 12'-9" 15'-9" 16'-0" 11'-2" 14'-3" 14'-7" 4'-0" 120 MPH 13'-4' 1,T-5' 1T-9" 11'-9`-7" 10'-0" 13'-5" 13'-9" 3'-11" 130-M ...H 13'-2" i 116-3" 1.T-4" 11'-7" 14'-10" 15'-1" 12'-10" 3'-9" 130 MPH 12-9" 15' 9" 16 -0" 11'-2" 14'-3' 14'-7" 9'-9' 12-5" 12'-8' 9'=5' 3'�^ • 14p MPH 10.'.=1 17 12'.:9 12-9" 8-1.1'11'=3` 150 MPH 10'-1 ` 12 6 12'=9" 10'-1 ` 12' 6' 12 -9" - 8' 6"-9" 3' 4• 3'-3" 3" x 12" x 0.030" 2 or 5 Rib Riser Panels Open Structures Wind Screen Rooms Glass & Modular Rooms Mono -Sloped Roof & Attached Covers Overhang Region 182 3 4 Enclosed Cantilever span span span 1&2 3 4 span span span 1&2 3 4 span span All 100 MPH 15'-9" 19'-5" 19'-10" 14'-10" 18'-10" 19'-2" 1 9n Roofs 110 MPH 15'-3" 19'-5" 19'-10" 13'-9" 17'-10" 18'-2` 15'-5" 120 MPH 14'-5" 18'-10" 19'-2" 13'-2"16'-7" 11'-3" 14' 6" 14'-10" 4' a• 123 MPH 14'-2" 18'-4" 18'-8" 12'-11"10 10'-W 13'-7" 130 MPH 13'-9" v .1-7'-4" 1T-9" 12'-0" 13' 140 MPH 10'-11" 13'-6" 13'-9" 150 MPH 10'=11" 13'-0" 3" x 12" x 0.05b" 2 or 5 Rib Riser Panels Open:Structures Screen Rooms Glass & Modular Rooms Wind AAono Sloped Roof &Attached Covers Overhang / Region 182 3 ' Enclosed Cantilever 4 span span span e3 4 span span span 182 3 4 span-- All 100 MPH 18'-5" 22'-9" 23'-2" 17'-10" 22'-0" span span Roofs 110 MPH 18'-5" 22'-9" 23'-2" 22'-5" 16'-1" 20'-10" 14'-7" 18'-8" 19'-1" q'-0• 120 MPH 17'-10` 22'-0" 22'-5" 21'-3" 15'-5" 19'-10" 123 MPH 17'-4" 21'-5" 21'-10" 20'-3" 15'-2" 19' 6" 12'-11" 15'-11" 16'-3" 4'-0• 130 MPH 16'-1" 20'-4` 20'-9" 19'-10" 12' 8" 15'-8" 15'-11" q' 0• 140 MPH 12'4`-L`!51-91 1 16'-1" 12'-9" 150 MPH 12-9" 16'-1" 15'-9" 16'-1" 12'-9" ' 14'-S 14'-9" Note: Total roof panel width = 15'-9" 16'-1" 10'-9" 13'-9" 14'-0` q'-0• room width + wall width + overhang. Lawrence E. Bennett, P.E. FL # 1664 CIbYL ENGINEER - DEVELOPMENT CONSULTANT 1 LAN""" �7 fi C� f7 P.O. BOX 214366, SOUTH DAYTONk FL 32121 TELEPHONE: (386) 767-4774 - --- - - ----- - --Q --- O -----AMP -------- ---_---FAX: (386)-767-6556— ----- PAGE ENTOTTOBE 2004 7-30EPRODUCED4N WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A 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, 38, 39) * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2" PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) If - VARIES 'LW' LOAD WIDTH FOR ROOF BEAM F'P/2' 'P/2' ;�% II li r VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) LU 0 zZ) ~U Lu U) P = PROJECTION FROM BLDG. 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 #10 #12 #12 TYPICAL SCREEN ROOM SCALE: 3/16"= 1'-0" Lawrence E. Bennett, P.E.FL # 16644 �p CIVIL ENGINEER - DEVELOPMENT CONSULTANT -- L - - - -- _ P -O. BOX 214368, SOUTH DAYTONA FL 32121 TELEPHONE: (386) 767-4774 �� '°' '_ SANI� O FAX: (386) 767-65W�RD` PAGE 3A-2 © COPYRIGHT 21M 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 OFASCIA R ZER OF PAN AS SHOWN SCALE: 3"= V-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. �• j ` ;��`�i r IDr t +� t_ Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7'7 #8 x 3/4" SCREWS @ 6" O.C. #8 x 1/2" SCREWS @ EACH RIB ROOF PANEL W -- ao 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"= V-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. �• j ` ;��`�i r IDr t +� t_ Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7'7 I................... ........ . ............................ ......................I.... ............................ ........................... ............................ ............................ .............:. SECTION 5 IF 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) e+vo. r% SCALE: 3"' = 1'-0" Table 5.3 Structali Building Systems Inc. Slnap & 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# Density 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. 20'-4" 22'-9" 21'-11" 4'-0" 110 M.P.H. 18'-8" 20'-11" 20'-2" 4'-0" 120 M.P.H. '17'-5" 19'-5" 18'-10" 4'-0" 123 M.P.H. 16'-11" 18'-11" 18'-3" 4'-0" 130 M.P.H. 15'-11" 17'-9" 17'-2" 3'-11" 140 M.P.H. 12'-4" 13'-9" 13'-3" 0'-0" 150 M.P.H. ' 12'-4" 13'-9" 13'-3" 0'-0" 3" x 48" x 0.024" Panels Wind Region Maximum Allowable Span 1& 2 3 I 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. 14'-2" 15-10" 15'-4" 4'-0" 150 M.P.H. 1 14'-2" 15'-10" 15'-4" 3'-11" �autc. oPdju [Tidy oe incerpoiamo. 1 4" x 48" x 0.030" Panels Wind Region Maximum Allowable Span 1 & 2 1 3 4 Max Span Span 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. 19'-1" 21'-4" 20'-7" 4'-0" 123 M.P.H. 18'-6" 20'-9" 20'-0" 4'-0" 130 M.P.H. 17'-5" 19'-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" 1 4'-0" 4" x 48" x 0.030" Panels Wind Region Maximum Allowable Span 1 & 2 1 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" 17'-5" 16'-10" 4--0- 150 M.P.H. 15'-7" 17'-5" 16'-10" 4'-0" Lawrence E. Bennett, P.E. FL # 16644 _ZZI--- -_-- --- —CIVIL -ENGINEER = DEVELOPMENT CONSULTANT - OLDSMAR, FLORIDA 34677 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 NATIONWIDE 1-BO0-229-5257 TELEPHONE: (386)7674774 LOCAL B 7 3-655-2627 FAX: (386)767-6556 FAX B ? 3 -B55 -B 5 28 © COPYRIGHT 2044 - PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 5-25 SITE EXPOSURE EVALUATION FORM �- -- -- -- -- - --- --- •- -•-- •- -- I QUADRANTI 1500 i EXPOSURE I I — — — — 1500' = I I I I 600' QUADRANT IV I 40' I QUADRANT II 600' 600' -� I EXPOSURE � I 40, I EXPOSURE 600' 1-1500, —.—J .--. I I � I QUADRANT III I 1500' I EXPOSURE I I I I _.J I-- -- -- -- -- -- -- -- -- -- -- — 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 EXPOSED TO WIND FLOWING OVER WATER FOR A DISTANCE OF AT LEAST 1 MILE. SITE IS EXPOSURE- EVALUATED BY: DATE: SIGNATURE: ! LICENSE #: gibr �I�� b-14 Desian Check List for Screen / Vinyl Room (Page 9 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: 1 have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. Phone:W% -;79Y 11 Contract r /Authorized Rep* Name (please print) Date: C nt or / Autho R p* Signature Job Name & Address Note: Projection of room from host structure shall not exceed 16'. 3. Building Permit Application Package contains the following: Yes No A. Project name & address on plans ............................. ................ 11 B. Site plan or survey with enclosure location ...... .............................. C. Contractor's / Designer's name, address, phone number, & signature on plans ... D. 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 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: Yes No A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... �, ti — Section 3 tables used: ` 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: Span / Height Required Span @ 120 MPH @ MPH (bord)x ( (bord)x(bord)= -jL Wind Zone Multiplier ** 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 Lisa for Screen / Vinyl Room (Page 2 of 2j 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 �— Required Span @ 120 MPH g (b or d) x p� (b or d) x r' (b or d) _ 9 @ MPH Wind Zone Multiplier ** --1 L Exposure Multiplier' . Ye- / No C. Table 3A.3 with beam & upright combination if applicable — 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 ..................... .. — 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-8