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HomeMy WebLinkAboutPAN ROOF PORCHOct 16 17 12:29p Pinnacle South Builders 7723438910 p.2 NNI Nn Aluminum & Construction En0+steering AS Plan Types: ❑Screen Room ❑Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) ❑Car Port V E ED ❑Patio Cover �1a gother:PaA PQV%C� cc_4­2' DEC 0 ? *Reference: Standard ❑Non Standard ❑ Revision ❑ Commercial ❑ "'project Aaares�: Q 21 : & .. /- P'h r1 C-A L 01 n. � *CitY- - P©,'f sf . �-, ��� �� . Date- 1 16 2 2 *Contractor Name: T,4,/- �3en�Y *Address: 3-7G S S' w- kR S4 - *city: P6 ,+ 54.r L �' � '�� f ct *Zip Cade: 3 ffq .-5--3 *Pholne/Fax- '7 _7 z - s 7-7-1Y'-! X3 cG 46 , 7 2 3 3 - to t =a x *Email: �ayben� be�Lsa`'-aft _ n�f *Choose One: Mail Pick Up ❑ E-File❑ Fed Ex*[] �No of Copies *(For FedEx option go to vvw%A? aluminurnscreendesign.com and provide FedEx account #) * Payment: Check❑ Credit Card*❑ *(For Credit Card option go to www aluminumscreendesign-cam to pay by credit card} Engineering prepared by: oil ENASD Engineer: Michael Thompson, MSc, P.E- (P.E. # 47509) 4401 Vineland Road- Suite A6 Orlando, FL 32811 office:407-734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 386-479-9504 Fax 888-923-8181 Email: aluminum screendesignCa-yahoo-com Website: www.aluminumscreendesign.com c ft Oct' 16 17 12:32p Pinneole South Duilders 7723438010 p.1 mmAftv DA I u rn i n u'rn & Construction Engineering Ultimate wind Speed (mph): Exposed Category: C Risk Category: _ Screen Room: Insulated ❑ Pan Roof ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Uprights X Top Plate X Kick Plate Pool Screen/Cage : Dome ❑ Gable ❑ Mansard ❑ Gutter ❑ Wall: Block ❑ Conventional ❑ Beams X Uprights X Purlin X Car Port: Insulated ❑ Pan ❑ Fascia ❑ Wall:, Block ❑ Conventional ❑ Beams X Post X Patio Cover: Insulated ❑ Pan ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Beams X Post X Concrete: Existing ❑ New: 4"Slab ❑ Pier ❑ Ribbon Footer X Pavers❑ Other: Pan 1" O V.P i c "f 1 L X 15 L �•2') o 0 ads f e� : ? ii t4_ s S-1 - L ii r L i ©. 6 it L o 'n ga ni e scl � cif + + w i L t- n e a( a ti�_A w4 G e,0, , n 46-e,A0`1g Mote: In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction between the plans and the general notes and design standard. Engineer: Michael Thompson, MSc, P.E. (PE#47609) 4401 Vineland Road Suite A6, Orlando, FL 32811 (CA#30930)-Ph 407-734-1470lFax 407-734-1790 IL Oct 16 17 12:29p Pinnacle South Builders 7723438910 p.1 .S A fj,%R nAa cLe, 50"-i-A �J�:Loie,-S Inc. T F( In the event of a conflict in member sizes shown on the plans and the general notes, the contractor must utiiize the more stringent member size requirements. Pa.A Ro Op is ok at e,ftVftb+1'i WPC.i4 ! ! I I 1 RC pots- sq. Lvc��l �C_ 31/cis,�, OC" o v -er C—atP O '-fi is o eaw C) "� Yi. L uck-'e (_4V4-1y