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HomeMy WebLinkAbout510 Kays Landing Dr 17-958 Windows\\ QUALITY PRECAST COMPANY "STRONG" ON SERVICE P.O. Boat i 1- Bran#ort, Florlds 33509-Ml1 TAMPA DISTRICT ORLANDO DISTRICT SPRINGHILL DISTRICT DISPATCH DISPATCH DISPATCH 813_StJ5.6615 HIIlsborollgh 407.817.1000 Meira Orlando 352.7962901 727.821.6227 Pindlss 386.228.2112 Volusia 883.425.3070 Polls www-,qucz xtyprecast. e©m DISTRIBUTORS FDIC; LvTT'S CONCRETE PRODUCM INC. CO MERC1AL C'CRETE PRODUCTS, 1NCJ WEKIVIA CONCRETE PRODUCTS FL 509x` QUALITY PRECAST CO. FL 1418 - RI FL 1774 - RI REVIEWED POR CODE COMPLIANCE PLANS EXAMINER J <. DATE I� 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 RECORD COPY 3/4" Furring Strip With 1/2" DrywallrWindow Sill Material rWindow p � —Concrete Sill P.T. 1x Window Buck Anchor To Masonry Per Mfgr. Specs h Per Elevation Vertical Bar On Poured Cell P Shown On Floor Plan) Jamb AtWindow5 #17-958 ���t DING SpWP F0RD c?�.p AR's DETAIL IIJ11 91-411 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 Match Exist. Field Window Trill I Verify and Color I I Side cells w/ "1 45 rebar epoxied 6 into exist. cork. Footings and cell filled solid I w/ 2500 psi concrete �'N• V PRECAST W/ (1) #5 REBAR CONT. 1: AL'T'HOUGH GREAT CARE IIAS BEEN TAKEN 1'O INSURE ACCURACY OFTHESE CONSTRUCTION DRAWINGS,DIISTAKES DO OCCUR. lT IS THE RESPONSIBILITY OFTI IE CONTRACTOR TO FIELD VERIFY ALL D11VIENSIONS AND DETAILS BEFORE CONSTRUCTION COMMENCES 2: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE TRUSS ENGINEERING PACIS AGE,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 PRECENDENCF.. 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 I9:, 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 Existing Roof Overhang (typ.) 4" Epoxied Embedment of #5 rebar \Exist. -------- — — — — — — — — -- Existing Roof Flr. joists ! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Continuous Lintel \ 1 Window& - 39.6 PSF Exist. Blk. Existing F.F. I 3'-0" Window Opening Centered in room Field Verify 'NOTES: 8'-1 1/2 :Existing Wall --- ------------------------------------- --------------- ------------------------ �------------------ II---�-------7T-------r----I I ----------_-------- r — r— — I Ir _— — — — — IIr 11 I II 11 ,-----, II r---� 11 II I I III 1111111 III I I II I I I I II II I I I I I I I I I II I I 1 1 I I I I III III I III III I I I I I I I I I I I I III III III III I I I I I II I I I I I I I I III III III III 11 III II I I II I I II 11 i 1�----- E�i����1g-=====�!I —.i -I -I'-9 1/2'- iI 1..— I I I 1 11 1 �3'-2" I �— — — — — — -Ti — I 1 I I 1 I I Existin F$lel ch Dooo11 I I 1 1 III WI11IF- Iw 111 1 1 III I I w/ S1dehlghtsl 1 1 1 III III V I I I I I 1 1 I I I 11 I I II I I I I 11 1 j jll III I III 111 I ! 1 1 I I I 1 1 I I� II I 1 1 1 11 1 I III 111 1 111. III i I I I I I I I I I I II I 1 1 1 11 1 I III III I III III I I II I II II 11 I II I1 I I 1�1======—ILILL 11 I II I1 I I1 I I II II 1 __-- 1I I 11 I I II I I 11 I i 1 L-------------- — — — — I II I II I� I I �I I I it II � I I I► I I 11 I I 11 I I L J I L — _ _ -J II L _ _ _ -J 1 L _ -1 1 ► Existing Screened patio II I I— I II I I I I II 1 1 I I1 I I I I ----IL -- J--i---1-------11-------L--- 1L -------------- ---------- IL--------- -------------- --=----------------- --------------- 81-U" Existing W Match Existing Window Style PROPOSED WINDOW INSTALLATION PLAN ev 1`,vo— 1 /2" = 1' Replace 1/2" Di),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 Drawn: GW W I Date: 04-04-2017 Scale: 1/211 = 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 )ncrete filled Proposed Precast. Lintel W/ (1) #5 Rebar Cont. and filled solid w/ 2500 psi. cons. .tch Existing tidow style I color ;xist. Exterior 3lock Wall PROPOSED WINDOW INSTALLATION SECTION 1/211 = 1' n i ili of the Contractor n ub-Contractors to Insure that all Cite Cour and or State It is the les 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: 5 1 Kays Landing Sanford, Florida 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. 79115 624 Douglas AVenue - Suite 1418 Altamonte Springs, Fla. 32714 (407) 227-7368 Signature: ,,,_1- �f�-S //7 Sheet 1 of l TASL5 No, 4 GRAVITY t UPLIFT 5AFE L0AD5 (PLF) 8'K 16' CCMPOSITE LINTELS MAWN Na. LINTEL I-)=TY.#TN GEAR SPAN LNTEL TYPE GRAVITY $APE LOAD 9oLIa +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 100W M-4 4'-6' 3'-2' Prelceet _ 91,71 N-5 4'-8' 3'-4' Precast 8.414 M-6 V 4' 4'-D' Pre-aat 6431 M-1 5'-10' 4'-6' Preset 5015 H-8 W-4' 5'-0' Precast 41`15 N-9 6'-6' S'-2' Precast 3934 M-10 6'-8' 5'-4' Precaet 3119 M -II l'-6' 6'-2' PrecasL 2901 M-12 1'-8' 6'-4' Precast 2"196 N=13 V-0' 6'-8' Precast 2r�g1 M-14 8'-4' 1'-0' Precast 2396 M-15 V -d' 8'-0' PIscdet 1969 M-16 10'-6' 9'-2' Precast 1621 M-11 11'-4' 10'-0' Precdst 1455 N-19 12'-6' 11-2' Precast 1251 M-20 13'-4` l2'-0' Precast 1144 M-21 14'-0' 12'-0' Precast 1066 — M-22 14'-81 L3'-4' Preatressecl 1234 M-23 15'-4' 14'-0' ffrestresaed 1160 11-24 11'-4' 16'-0' Prestressed 982 M-25 13'-4' IS' -0' Preatreeoed 1548 1-1-26 20'-0' IB' -S' Prestressed 812 M-21 21'-4' 20'-0' Prestreseed 146 M-28 22'-o' 20'-8' Preetreesed 111 M-23 24'-0' 22'-8' Prestressed 640 REVIEWED POR CODE COMPLIANCE PLANS EXAMINER J <. DATE I� 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 RECORD COPY 3/4" Furring Strip With 1/2" DrywallrWindow Sill Material rWindow p � —Concrete Sill P.T. 1x Window Buck Anchor To Masonry Per Mfgr. Specs h Per Elevation Vertical Bar On Poured Cell P Shown On Floor Plan) Jamb AtWindow5 #17-958 ���t DING SpWP F0RD c?�.p AR's DETAIL IIJ11 91-411 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 Match Exist. Field Window Trill I Verify and Color I I Side cells w/ "1 45 rebar epoxied 6 into exist. cork. Footings and cell filled solid I w/ 2500 psi concrete �'N• V PRECAST W/ (1) #5 REBAR CONT. 1: AL'T'HOUGH GREAT CARE IIAS BEEN TAKEN 1'O INSURE ACCURACY OFTHESE CONSTRUCTION DRAWINGS,DIISTAKES DO OCCUR. lT IS THE RESPONSIBILITY OFTI IE CONTRACTOR TO FIELD VERIFY ALL D11VIENSIONS AND DETAILS BEFORE CONSTRUCTION COMMENCES 2: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE TRUSS ENGINEERING PACIS AGE,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 PRECENDENCF.. 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 I9:, 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 Existing Roof Overhang (typ.) 4" Epoxied Embedment of #5 rebar \Exist. -------- — — — — — — — — -- Existing Roof Flr. joists ! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Continuous Lintel \ 1 Window& - 39.6 PSF Exist. Blk. Existing F.F. I 3'-0" Window Opening Centered in room Field Verify 'NOTES: 8'-1 1/2 :Existing Wall --- ------------------------------------- --------------- ------------------------ �------------------ II---�-------7T-------r----I I ----------_-------- r — r— — I Ir _— — — — — IIr 11 I II 11 ,-----, II r---� 11 II I I III 1111111 III I I II I I I I II II I I I I I I I I I II I I 1 1 I I I I III III I III III I I I I I I I I I I I I III III III III I I I I I II I I I I I I I I III III III III 11 III II I I II I I II 11 i 1�----- E�i����1g-=====�!I —.i -I -I'-9 1/2'- iI 1..— I I I 1 11 1 �3'-2" I �— — — — — — -Ti — I 1 I I 1 I I Existin F$lel ch Dooo11 I I 1 1 III WI11IF- Iw 111 1 1 III I I w/ S1dehlghtsl 1 1 1 III III V I I I I I 1 1 I I I 11 I I II I I I I 11 1 j jll III I III 111 I ! 1 1 I I I 1 1 I I� II I 1 1 1 11 1 I III 111 1 111. III i I I I I I I I I I I II I 1 1 1 11 1 I III III I III III I I II I II II 11 I II I1 I I 1�1======—ILILL 11 I II I1 I I1 I I II II 1 __-- 1I I 11 I I II I I 11 I i 1 L-------------- — — — — I II I II I� I I �I I I it II � I I I► I I 11 I I 11 I I L J I L — _ _ -J II L _ _ _ -J 1 L _ -1 1 ► Existing Screened patio II I I— I II I I I I II 1 1 I I1 I I I I ----IL -- J--i---1-------11-------L--- 1L -------------- ---------- IL--------- -------------- --=----------------- --------------- 81-U" Existing W Match Existing Window Style PROPOSED WINDOW INSTALLATION PLAN ev 1`,vo— 1 /2" = 1' Replace 1/2" Di),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 Drawn: GW W I Date: 04-04-2017 Scale: 1/211 = 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 )ncrete filled Proposed Precast. Lintel W/ (1) #5 Rebar Cont. and filled solid w/ 2500 psi. cons. .tch Existing tidow style I color ;xist. Exterior 3lock Wall PROPOSED WINDOW INSTALLATION SECTION 1/211 = 1' n i ili of the Contractor n ub-Contractors to Insure that all Cite Cour and or State It is the les 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: 5 1 Kays Landing Sanford, Florida 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. 79115 624 Douglas AVenue - Suite 1418 Altamonte Springs, Fla. 32714 (407) 227-7368 Signature: ,,,_1- �f�-S //7 Sheet 1 of l