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HomeMy WebLinkAbout510 Kays Landing Dr 17-958 New window\�} QUALITY PRECAST COMPANY "STRONG" ON SERVICE P.O. Box i 1- Brary#ntt, Florlda 33 11 TAMPA DISTRICT ORLANDO DISTRICT SPRINGHILL DISTRICT DISPATCH DISPATCH DISPATCH 813_stJ5.6615HIIL-J t+ough 407.8r7,1000Metro Orlando 352.7%2901 727.821.6227 Pinellas 386.228.2112 Vglusia a4a425.3070 Polk www-,qucz xtyprecast. e©m Dl5TRiauTORS FOR: LOTT'S CONCRETE PRODUCTS, INC. COMMERCIAL CONCRETE PRODUCTS, 1NG1 WEKIVIA CONCRETE PRODi1GTS FL 5-M QUALITY PRECAST CO. FL 1416 - RI FL 1774 - RI TASLIE No, 4 GR41/ITY t UPLIFT 5AFE LOADS (PLF) 8' X 16' CCMP06IT;~ LINTI-LS MAPN NO. LINTEL L�Tll CLEAR 6PAN LNTEL TYPE GRAVITY 64F5 LOAD 9DLID +5(1X1(11L DETAIL J M-1 2'-10, I'-6' Precast 10000 M-2 3'-6" 2'-2' Precast WOW M-3 4'-0' 2'-8' Prccaet Ia0�0 M-4 4'-6' 3'-2' Prelceet 916 i _ M-5 4'-8' 3'-4' Precast g.414 M-6 5'-4' 4'-0' Precast 6431 M-1 5'-10' 4'-6' Preraat 5015 H-8 W-4' 5'-0' Precast 41`15 M-9 9,14' 5'-2' Precast 3134 M-10 6'-8' 5'-4' Precaet 3119 M-II l'-6' b'-2' PrecasL 29I7 M-12 71'-8' 6'-4' Precast 2196 M=13 8'-0' 6'-8' Precast 2r?81 M-14 8'-4' 1'-0' Precast 23!* M-15 9'-4" 8'-0' Prscdet 1969 M-16 10'-6' 9'-2' Precut 1621 M-11 IF-4' 10'-01 Precast 1455 1 '-8' Fm -cr I'. 3,5 Precast 1251 M-20 13'-4' l2' 0' Precast 1144 M-21 W-0' 12'-0' Precast 1066 — M-22 W-8' 13'-4' Prestressed 1234 M-23 15'-4' 14'-0' ffruetresaed 1160 H-24 IT-4' 16'-0' Prestressed S82 M-25 IT-4' IS'-0" Prestressed 15413 1-1-26 20'-0' IS'-S' Prestressed 812 M-21 21'-4' 20'-0' Prestressed 146 M-28 22'-0' 70'-8' Prestressed "Ill M-23 24'-0' 22'-0' Prestressed 640 REVIEWED POR CODE COMPLIANCE PLANS EXAMINER l0•l� DATE RECORD COPY 3/4" Furring Strip With 1/2" Drywall rWindow Sill Material rWindow SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Concrete Sill '--P.T, 1x Window Buck Anchor To Masonry Per Mfgr. Specs Finish Per Elevation 5 Vertical Bar On Poured Cell IF Shown On Floor Plan) Jamb AtWindow5 ##17 DING D 0:1C I)E l AIL, II II 91411 Clg. Hght. BESTING BOND BEAM / (1) #5 RE -BAR CONT. 5/8" Stucco to Match Existing.' New 8" x 8" (M44) Concrete Precast lintel poured solid w/ 3000 psi concrete and (1) 4 5 Rebar Cont. 81,011 Field Verify V PRECAST W/ (1) #5 REBAR CONT. 1: ALTHOUGH GREAT CARE IIAS BEEN TAKEN TO INSURE ACCURACY OFTHESE CONSTRUCTION DRAWINGS,DIISTAKES DO OCCUR. lT IS THE RESPONSIBILITY OFTI IE CONTRACTOR TO FIELD VERIFY ALL DIlVIENSIONS AND DETAILS BEFORE CONSTRUCTION COMMENCES 2: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE TRUSS ENGINEERING PACIsLAGE,AS COMPLETED BY OTHERE, AGAINST THE FLOOR PLAN AND ELEVATIONS AND REPORT ANY DISCREPANCIES TO THE DESIGNER AND TRUSS COMPANY BEFORE CONSTRUCTION COMMENCES. 3: DUC TO SHRINKAGE AND EXPANSION OF PAN COPIES,WRITTEN DIMENSIONS TAKE PRECENDENCE OVER SCALING. 4: ENGINEERS CERTIFICATE OF THE CONSTRUCTION DRAWINGS ARE VIABLE FOR 6 MONTHS OR UNTIL GOVERNING AGENCY CODE CHANGES'TAKE EFFECT. IF CODE CHANGES TAKE EFECT IT IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO ENSURE THAT ALL CONSTRUCTION DRAWINGS ARE BROUGHT UP TO THE, LATEST CODE SPECIFICATIONS BEFORE SUBMITTING FOR PERMIT. IF PLANS ARE SUBMITTED FOR PERM I'i:, BEFORE CHANGES HAVE BEEN MADE DUE TO CODE UPDATES, IT IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO COMPENSATE THE DESIGNER AND ENGINEER FOR UPDATES,PRINTING AND CERTIFICATIONS. Date Recision Greg Wilson, Design Management 466 Weathersfield Avenue Altamonte Springs, Florida 32714 PH: 407-252-9037 rhwengr @ hotmail.com Match Exist. Window Trll11 and Color I I I Existing Roof Overhang (typ.) 4" Epoxied Embedment of #5 rebar Existing Roof \Exist. Flr. joists -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Continuous Lintel \ _ _ _ _ _I Side cells w/ (1) 45 rebar I i epoxied 6" into exist. conc. I Footings and cell filled solid W/ 2500 psi concrete �'N- -- L-1---- 'NOTES: i i i Exist. Blk. Existing F.F. I , 3'-'0" Window Opening Centered in room Field Verify 8'-1 1 /2" :Existing Wall --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------- �------------------ I I---'T------7T-------r---, I -_---------_-------- I�r II I 11 II ,-----, II r---� II II I I III IIIIIII III II I II II I I II I I 11 II 1 I I I I I I I I I II I I I I I I I I III IIIIIII III I I I I I I I I I II I I I I I I I I III IIIIIII III I I I I I I I I I II I I I I I I I I III IIIIIII III ll I II 11 I I1 I I II I I IL----- --�IIIIIIIIIIIIIIII-II 1'-9 l /2 iII1IIIII III '-III11III1iIII 11IIII1I ..— IIII1III III1I� II I1IIII ► IIIII 1III1�II1III1II I IIIIIII IIIIII IIIIiII IIIIt I IIIIIII �IIIII II EW--1IIIIIII II==_-= = ----I Existin Fil 1ech Doo1� 3'-2" - - - - - - 1�11 w III1I I w/ Sidelllghtsl JJ IIIIIII 1 1 1 1 I III 1iI1 I I I I I1 101I1=-=-1LI JP L------- — — — - L J I L--1 L_J I L_- Existing Screened patio — — — — — - -- ------- ----- - -L--------- - - - - ----- -— — — — — — — — — ------ — — — --- — — — — — — — — — — — — — — — i — — — — — — W Match Existing Window Style PROPOSED WINDOW INSTALLATION PLAN ev 1ec 4ELF-v^�'6^' 1 /211 = 1' Replace 1/2" D1)'wall as Needed 1. RENOVATION TO EXISTING STRUCTURE ONLY 2. All Work and Materials to match Existing Conditions. 3. All Wood products that is against existing concrete to be pressure treated. 4. Any new Electrical is to meet NEC 2011 requirements. 5. All Rebar to be Grade40 w/ 25" Laps Min. 6. ALL WINDOWS TO MEET U-FACTOR (0.4) AND SHGC (0.25) EXTERIOR VIEW N.T.S. Written Dimension takes Precedance over Scaling Drawli: GW W 1 Date: 04-04-2017 Scale: 1/2 " = 1' CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS; DURING DEMO, IF 1T IS DETERMINED ACTUAL CONDITIONS VARY FROM WHAT IS SHOWN ON THESE PLANS, CONTRACTOR IS TO NOTIFY E.O.R. FOR FURTHER REVIEW. All areas to be demo'd to have all temporary supports installed before construction commences. Existing Continuous Lintel / (1) #5 Rebar and xlcrete filled 81-011 Existing Proposed Precast. Lintel W/ (1) #5 Rebar Cont. and filled solid w/ 2500 psi. conc. .tch Existing tidow style l color ;xist. Exterior 3lock Wall PROPOSED WINDOW INSTALLATION SECTION n i ili of the Contractor n ub-Contractors to Insure that all Cite Coup and or State It is the yes o s b and S �, ty `J p Requirements/Codes/Specifications are met and His/Her Responsibility to check ~with the above noted Agencies if questions should arise, Project Address: 510 Kays Landing Sanford, Florida 1 /2" = 1' Note: This Structure has been designed to meet or exceed the wind load requirements of the 2014 Florida Building Code Residential, Fifth Edition, Section R301 Design Criteria and including ASCE 7-10. 1. Wind Speed = 139 mph Ultimate Wind Speed (vult) and 108 mph (vasd) 2. Risk Category 2 Construction Type = Single Family Residence (V) 3. Wind Exposure = Category "C" 4. Internal Pressure Coefficient for enclosed building is ,18 and Height and and Exposure adjustment Coefficient is 1.40 Title of Page: New Window Opening ROOF LOAD = 20 PSF FLOOR LOAD = 40 PSF D.S. "Vinder" Chehal Lisensed Professional Engineer P.E.79118 624 Douglas AVenue - Suite 1418 Altamonte Springs, Fla. 32714 (407) 227-7368 Signature: ,,_1 �f�s �i7 Sheet 1 of l