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HomeMy WebLinkAboutFLOOR PLAN 7-13-21 NOTE:ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2020,AND THE FBC 2020 RESIDENTIAL(7T11 EDITION),2020 PLUMBING CODE,2020 MECHANICAL CODE AND T HE NEC (NFPA 70)2017 EDITION. LINTEL SCHEDULE LINTEL LENGTH/TYPE SAFE APPLIED SAFE APPLIED COMPOSITE NOTES: NO. GRAVITY GRAVITY UPLIFT UPLIFT REAM LOAD LOAD LOAD LOAD -THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL L_1 3'_6" 42"U-LINTELS 5163 <1000 3547 <1352 8FI6 OB-IT DIMENSIONS, I L-2 4'-6" 54"U-LINTELS 6133 <1000 2724 <1352 81`16 1B-IT CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. L-3 4'4" 54"U-LINTELS 4375 <1000 1940 <1352 81714 IB-1T -STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE L-4 7'-6" 90"U-LINTELS 1729 700 1021 361 SF14 IB-IT ADDRESSED BY THE L-5 9'-4" 112" U-LINTELS 1843 700 1133 361 8F16113-IT - ENGINEER AS CONSTRUCTION PROGRESSES. L-6 12'-0" 144"U LINTELS 1254 660 723 717 8F161B-IT -ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER L-7 15'-4" 184"PRESTRESSED 1250 500 485 250 8F161B-1T SCALED DIMENSIONS. -ALL CONSTRUCTION TO BE IN ACCORDANCE WiTH THE FBC 1 FBCR 2020(7TH NOTE: WHEN LINTEL i5 IN VARIOUS LOCATIONS,WORST CASE LOADING IS SHOWN EDITION). NOTE:PROVIDE"CASTCRETE"PRE-CAST CONCRETE LINTEL AS NOTED ON PLANS.(OR EQUAL) _•__v_ , » , _, , » Building Department Product Approval Submittal Affidavit Permit# Building Address:SEE PLAN Contractor:TBD o ^� -_-_-------- --- ° ® ,_,__,--,-. ---`_ ---, - ° Q Opening Schedule:Swing doors,Overhead Doors,Sliding Doors Fixed Glass,Windows&Skylights Opening ID FL#or NOA Product Model# Manufacturer Glass ttachment Method Type,Size,Spacing& Building Product L }" I p g I # Description mbedment (DISTANCE FROM CORNER/ Design Design I _ ISTANCE O.C.) Pressure Pressure I S.M.WINDOW FL#17499.1 S.H. 185 SH MI WINDOWS IMPACT 1/4"X 11/4" MIN.EMBED TAPCONS AT SEES +j-55 I WINDOW AND-DOORS 2 /16 O.C. ELEV S I /16"X 13/8"MIN.EMBDTC'S @ ALL PRE SEE i COVERED PORCH HR WINDOW 2010406.01 HR WINDOW HR 5510 PGT IMPACT +/-50 I y ,� I PUNCHED FACTORY HOLES ELEV 5 + �' F� X,�C 1✓R 1/4"X 1114"MIN.EMBD.TC'S @ 4"/19" SEE rA ��0468oj SMOOTHSTAR THERMATRU _T�tPAG-1- +/-s0 DOOR Qa IZ O.C. ELEV S -,_ „ » „FRENCH X FRENCH 1/4"X 11/4"MiN.EMBD.TC'S @ 4"/16 SEE +/-50 FL#20468.7 SMOOTHSTAR THERMATRU - IMPACT O.C. ELEV`S i �8 I DOOR DOOR Product Model# Manufacturer Attachment Method Building Product I I Type,Siz ,Spacing,Embedment&Stiffener etc. Design Design i L• _3 Q - Pressure Pressure a O 6f 6 e Q E� e D O 6 O A o 0 a MULLION FL#15353.9 MULLION CM MI WINDOWS 1/4"X 11 4"MIN.EMBER.TAPCONS(4 PER CLIP) SEE +/-59.4 ° „ o AND DOORS I LEV'S AN OVEN �� W ( 0 PEEL AND STICK 160 MPH 194 MPH i `, FL#2569.1 S/A SOPREMA INC SELF ADHERED TO DECK VULT VULT 1 A/C d ,- �, „ , _, __ `�° 6 DR b =_ » tio ` rnUNDERLAYMENT VV��""y�/ AM STER ° BATHROOM BATHROOM -1 #10-15 x 2"1 ng wood screw with washer.Fasteners are -iEiv1P p�fj(� O Kl TCl- 8 n� O corrosion resistant as per FBC 2020 Section 1507.4.4. I VAULT in �j 9 max 12"a c.across panel width through panel rib �/ % CLG . UNION CURRIGATING max 6"o.c.a toss panel width through panel flat and rib 160 mph 194 mph 4e '� BED. -24 GA _, L- o#o SHR TUB Roof FL#20484.1 5V COMPANY Minimum fastener length of 1.5 for new construction. vult vult I qt�m- I - v For existing construction,fastener shall be of sufficient 11141 length to p netrate through the deck a minimum of » „ _ » 10=-0„ _� _ _= r- �► 1 -�! I I 22x54 3/8". TR HIS ACTw- S HERS I 1 Hurricane Panels N/A P 1S L. h above product approval information and approve it. REF , -9".5 I have reviewed the p pp GeNTIza ,� ° �4vc�m Name:Paul Welch P.E. Certification Number:29945 vAI- ALLGLAZER EXTERIOR OPENINGS SHALL BE IMPACT RESISTANT. �� MauN'rrD AHU �� caN Wd.w a (W'zIii 112= , P lFw 00 CIO m L.-Z 1= r�RA-r D o L -I S� Doom 1 ° [c) `® a 1 �J LIVING RODM VAULT CLG . 00 110 Planning&Development Services Depa menu - o Building&Code Regulations Divisi n e LL" 2300 Virginia Avenue, Fort Pierce, Pt 349$2-( 72}462-1553 1 `� MASTER 8' FLAT CLG DINING ROOM MA O �� 1 BEDROOM ,U.J--- Certif'lcationfor Design toad Compliance (TYP) �2 �2W VAULT CLG Project Name: FRADE RESIDENCE �! Project Address: 3000 BROCKSMITH RD. I a Permit#: Occupancy Type: R Construction Type: V l INSTRUCTIONS FOR USE: o a o ; j b Q o ® © ® ® o o m o o , 00 •This certification must be completed,signed,and seated by the design professional a record. L-2 O _y ® L-2 Q L•Z I •Submit(2)copies for residential,(3)copies for commercial with all permit application involving the following: , » , ,_ _> � o New Residences(single or multi-family) 00 o Residential Addition , o Any accessory structure requiring a building permit o Any non-residential structure. *Note:Farm not required for interior renovations provided that no exterior structural elements are affected and t� certain minor building permits at the discretion of the local building official.Contact th #above for questions. WINDOW DOOR SCHEDULE 5yo lip" L.v+- DESIGN PARAMETERS AND ASSUMPTIONS USED:(complete all that apply) 6E✓Aivj 1.DESIGN CODE:Florida Building Code 20207th Edition with 20 _Supplements using ASCE 7-16 1. (2) 3068 FRENCH DOORS ! 2.Structure Designed as(check one): X Enclosed _Partially Enclosed pen �� PORT COCHERE 3.Risk Category: ! X II Ili IV Exposure Category: 8 X C 2. 23 SH 4.Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zane Width: 15 ft 3. 32 SHR'a S.Mean Roof Height: 15 ft Roof Pitch: 6 :12 Parapetl N/Aft U 4A. 2868 FRENCH DOOR 6.Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,cle rly label on all plan openings): . ( 0 19.3 19.3 19.3 33.6 33. 31.8 4B. 3068 FRENCH DOOR Zane 1: Zane 2: Zone 3: Zane 4: Zane s: Garage: , -30.7 -53.5 -79.1 -36.4 -44. _41.5 5. 96" X 36" PASS THRU WINDOW to T.Design Loads:Floor: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony:. N/A PSF 6. 25 SH 0 Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF j CONCENTRATED 0 8.Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Wh Not: 7. Y2 35 SH 0 13"X t gu X?3,,)?l PA G �L1PPolLT j m 9.Is A Continuous Load Path Provided? X Yes Nat Applicable Explain Why N L ' 10..Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Ye DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that,to the best of my knowledge and belief,the attached plans&specifications have been designed to ,_ „ „ - - comply with the applicable structural portions of the building codes currently adopted and enforced by St.Lucie TAB U LAT I O ' County.I also certify that structural elements depicted an these plans provide adequat resistance to the design �+ - ' forces specified: LIVING 1 ,626 S Q F & Paul Welch P.E. 29945 f 5115 SHEET NUMBER Ar Print Name Cert#&Co.Cert Auth. ENTRY 4 00 SQFT OF Paul Welch Inc. INC. ON PLAN 7 1 2021 COV. PORCH 372 SQFT' �L LA 1/4" = �`-0" PAUL WELCH INC j j MECHANICAL ELECTRICAL CIVIL ENGINEERING Signature,Date,and Seal 1984 S.W.Biitma a St.suite#114 Port St.Lucie,FL -�-�-��12,398 ���- - 1984 S.W.BHTMORE ST. SUITE#114 Company Name& ddress PORT ST.LUCIE,FL 34984 PHONE(772)785-9888 E-MAIL PWELCHINC(a,AOL.COM 7 c a 202t PAUL WELCH,P.E.FLA REG NO. 29945