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HomeMy WebLinkAbout141 Country Club Cir 17-2976; CARPORT ENCLOSUREM CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / '9- 4 9 9 (, Documented Construction Value: $ , 0 (D() ow Job Address: ij. (YOUV1�LL L �u-.6 Historic District: Yes ❑ No 0 Parcel Ill: r. j/— � "` ,2 ^ (0-P)Oo `Z 3 C-" Residential Ll" Commercial 11 Type of Work: New ❑ Addition V Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Descr;ptiou of Work: 6,1 C )CU5 t L/- or- Plan I eview Contact Person: 1'U n . r) Title: 0- 6, +ff- -JU Phone: ` D 1 (,j? 3 Lj '7 O G Fax: Entail: K r EC-IM0,n C:oVt � f v cp� Property Owner Information Civ 1, C o' ` )4 7 Naaney{� .I �� ; •� hc� Pl�oue: Street: '� > '� Resident of property? 1� � r � � � City, State Zip: fy1 1_7 Z Contractor Information Naane����— ►� U C 1Cn�r ✓1 _ Phone: 9c)(7 0� C/-70 Street: 2 l �� � give) Fax: City, State Zip: t�Gt iI _ i- �- X22? 1 State License No.: Architect/Engineer Information Name:C�' [✓ �2c�s'�� Phone: �►v-� �' ��' J �� Street: �i1 �f ��� y�f'-+�Z-� 5rt`n�'j Fax: City, St, Zip: -E �x"� F[-- `-7 I E-mail: Boudiug Company: �C o4 jk7:/of'1jai_ Mortgage Lender: ' Address: Address: \ti WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR l'ROPEICt'Y, A NOTICl 'OF COMMENCEIVILN'T' MUST' BE& RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST' INSPECTION. IF YOU INTEND TO OB,['AIN FINANCING, CONSULT WITH YOUR LENDER OR AN A'T'TORNEY BEFORE RECORDING YOUR NO'T'ICE OF COMMENCEMENT. 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 pertbruied to meet standards of all laws regulating construction in this jurisdiction. I understand that it separate permit must be secured for electrical work, plumbing, signs, wells, pods, furnaces, boilers, heaters, tanks, and air couditioners, etc. FSC: 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511' Editiou (2014) Florida Building Code Pcnnit Application Revised: June 30, 2015 H G F C B A 1 NEW CARPORT STORAGE ENCLOSURE 2 65'-0" N31.35.30E 65.00 FT — CD Cl) — M P .•v 4 a LL_ 4. Lif7 15' - 11 1/4" 41' - 1 1/2" Lr) ARCHITECTURAL SITE PLAN 1/16" = 1'-0" L " EXISTING " HOUSE N EXISTING PATIO S31 -35.30W 65.00 FT 65' - 0" 1 1 2 0 LO co W 0 CD 00 Cn 4 5 SINGLE FAMILY RESIDENCE Carport Storage Enclosure CONSTRUCTION AND PERMIT SET 3 141 COUNTRY CLUB CIRCLE SANFORD, FI. 32771 AERIAL VIEW LOCATION MAP H �O �e o� O l iendn Teller de camionea ro0�4 "=.0 " FW,nJNC T—k a Q r wyx;n t c;� od, 6 I,01A e� � AnC Pathe, s Table ® It O Mop,: � � ;nt�y Clab Rd _ CawitNc. Cedar Creel - T,O.dF de al-onlecOn May(a:'MaylJlr C.a Dl.—t Food tt m Q c4 Tiende de olectiOnla V—r, y. Highway n GENERAL NOTES a. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOW A5 NOTED. b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO THE BUILDING ARE TO BE VERIFIED PRIOR TO BEGINNING OF CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. 2. EXTERIOR WALLS: a. ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING. b. REFER TO STRUCTURAL FOR CMU WALL REINFORCEMENT LOCATIONS. c. INTERIOR SURFACE OF CMU WALL TO HAVE 5/8" GPBD APPLIED TO I I / I FURRING SPACED @ O.C. ATTACH FURRING TO CONCRETE WALL WITH POWER ACCUATED FASTENERS AT 12" O.C.. 3. INTERIOR WALLS: a. WOOD FRAMING: I. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EAKT SHALL BE PRESSURE TREATED. ii. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH POWER ACTUATED FA5TERNER.5, SPACED @ 48" O.C. MAX. UNLESS NOTED OTHERWISE III. ALL WOOD DRG. INTERIOR PARTITIONS SHALL BE 2x4 5TUD5 SPACED @ I G" O.C. WITH DOUBL TOP PLATE. 4. WOOD: a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST t PAPER A550CIATION (AFtPA) "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION% LATEST EDITION. b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK 15 TO BE PRESSURE TREATED. c. REFER TO STRUCTURAL GENERAL NOTES. 5. FINISHES a. ALL INTERIOR WALLS SHALL HAVE STANDARD 1/2 " GYPSUM BOARD. c. HIGH HUMIDITY AND WET AREAS SHALL HAVE 1/2 " MOISTURE FE515TANT GYP BD. d. ALL INTERIOR CEILINGS SHALL HAVE 5/8 " SAG- RESISTANT GYP SOFFIT BOARD. e. ALL EXTERIOR CEILINGS (PORCH � PATIOS) SHALL HAVE PERFORATED ALUMINUM SOFFIT MATER f. STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE. 7. HARDWARE: a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NEPA 101 , 201 1. 8. WINDOW t DOORS: a. MISCELLANEOUS: I. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULE ON PLAN. II. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS, AND ROUGH OPENINGS PRIOR TO DELIVERY. III. WINDOW ROUGH OPENING INCLUDES I x P.T. FRAME ATTACHED TO CMU'5. Iv. DOOR ROUGH OPENING INCLUDES 2x P.T, FRAME ATTACHED TO CMU15. v. ALL GLA55 LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 8308 C THE 2014 FI3RC. vi. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS WINDOW UNITS PRIOR TO INSTALLATION. b. INSTALLATION: I. WINDOWS t DOOR5 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. II. ALL WINDOW HEADS SHALL BE SET ABOVE FINISH FLOOR AS FOLLOWS: c. ASSEMBLIES: I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2014 FBRC CHAPTER 6, SECTION 6 12.7 II. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. d. TESTING: i. EXTERIOR WINDOWS AND GLA55 DOOR5 CONTRACTOR TO PROVIDE FLORIDA PRODUCT APPROVALS FOR EA. COMPONENT SPECIFIED. 9. INSULATION: a INS[ II ATF Al I FYTFRInR FRAMF WAI I':; WITH R- 13 BATT FIRFRr1 A9S IN5111 ATInN LIST OF DRAWINGS RECORD COPY SHEET CONTENT A00 COVER - A1 0 EXISTING CONDITIONS 2 CARPO T S R E ENCLOSURE A A3.0 GENERAL DETAILS DIRECTORY Architect Gail Cleaven er Al Se- OF C, F L I i C ## AR95195,p.�NE C��y��4 .0' 0 AF�951g Owner mac, 5�� TotallyAgape Inc. �'� �� 0 ARC", i �i G F E ELI c 1111111111111-'l 4 5 - -- 6 7 8 #17-29 6 GRAPH & ART DESIGN A PERMIT ISSUED SHALL BE CONSTRUED TC BE A 373 SWEETWATER SPRINGS STREET, DEBARY, FL 32713 PROCEED WITH THE WORK AND I OT AS CODE CRITERIA AUTHORIIYTOVIOLATE, CANCEL, ALTER Of SET AND MAY NOT BE DUPLICATED, ASIDE ANY OF THE PROVISIONS OF THE TECF NICAL DESIGN STUDIO CODES, NO SHALL ISSUANCE OF A PERMIT P EVEN FLORIDA BUILDING CODE 5TH EDITION - (20 14) THE BUILDING OFFICIAL FROM THEREA R FLORIDA FIRE PREVENTION CODE 5TH EDITION (2014) REQUIRING A CORRECTION OF ERRORS IN NS, NEPA 70-1 1, NATIONAL ELECTRICAL CODES (NEC 201 1) CONSTRUCTION OR VIOLATIONS OF THIS C ODE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI318-1 1 1 Bldg. Dept Comments 10/30/17 SPECIFICATIONS FOR STRUCTURAL CONCRETE - AC130 I -10 CONSTRUCTION DOCUMENTS Approval of these drawmg5 constitutes your A BUILDING CODE REQUIREMENTS FOR MASONRY 5TRUCTURE5 - AC1530-1 I INC may affect design fees and Schedule, con5tructlon NATIONAL DE51GN SPECIFICATION FOR WOOD CONSTRUCTION - 2012 ED. Approved by: WOOD FRAMED CONSTRUCTION MANUAL 2012 ED. Totally Agape Inc. APA PLYWOOD DESIGN SPECIFICATION 2012 ED. Sp,N'FORD ALUMINUM DE51GN MANUAL - 2010 ED. Drawn by _ E.ALDANA Checked by VICTOR TAN OFpAP•�� ©RAW m(a NUMBER 4 5 - -- 6 7 8 #17-29 6 GRAPH & ART DESIGN STUDIO DRAFTING SERVICES 373 SWEETWATER SPRINGS STREET, DEBARY, FL 32713 T407.879.0966 DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE GRAPH & ART DESIGN STUDIO AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF AN OFFICER OF GRAPH & ART DESIGN STUDIO SINGLE FAMILY KE51 DENCE CARPORT STORAGE ENCL05URF 141 COUNTRY CLUB CIRCLE SANFORD, FLORIDA 32771 ARCHITECT 09/27/2017 ❑ PRELIM. ❑ BIDDING Z PERMIT ❑ CONSTRUCTION No. Description _ Date 1 Bldg. Dept Comments 10/30/17 CLIENT APPROVAL OF CONSTRUCTION DOCUMENTS Approval of these drawmg5 constitutes your acceptance of the Information contained herein. Any changes or corrections should be made using red Ink. Please note that changes made to these drawin6j5 may affect design fees and Schedule, con5tructlon costs, and c0115tructlon schedule of your protect. Date: Approved by: owner Totally Agape Inc. COVER Project number 2170927 Date 09/27/2017 Drawn by _ E.ALDANA Checked by VICTOR TAN ©RAW m(a NUMBER AOO M Ln Cn v co r` 0 N o co 0 W G F E CC C L A CONSTRUCTION PROGRESS AT FRONT ELEVATION CONSTRUCTION PROGRESS AT FRONT ELEVATION CONSTRUCTION PROGRESS AT INSIDE VIEW AT LEFT WALL -�� 2 z �L _ t CONSTRUCTION PROGRESS AT RIGHT ELEVATION CONSTRUCTION PROGRESS AT INSIDE VIEW AT RIGHT WALL 4 CONSTRUCTION PROGRESS AT INSIDE VIEW AT FRONT WALL CONSTRUCTION PROGRESS AT INSIDE VIEW AT LEFT WALL AREA OF WORK - 61 --- - -- 7 --- EXISTING HOUSE FACADE EXISTING CONDITION NEW NON AC STORAGE AREA 163 SF BUILDING FOOTPRINT AREAS n 63 SF �j 68 SF DRAFTING SERVICES 163 SF u 828 SF TA07-879-0966 &VI 8 5 6 7 g H G F E LD C 0 A f 0 0 0 N I GRAPH & ART DESIGN STUDIO DRAFTING SERVICES 373 SWEETWATER SPRINGS STREET, DEBARY, FL 32713 TA07-879-0966 DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE GRAPH & ART DESIGN STUDIO AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF AN OFFICER OF GRAPH & ART DESIGN STUDIO P0110JJEC T �NGMRflVA1ATMN1 SINGLE FAMILY KfSIDENCE CAKPOKT STORAGE ENCL05UKE 141 COUNTRY CLUB CIRCLE SANFORD, FLORIDA 32771 Z 95195. , z'R�D ARC (�g � ARCHITECT 09/27/2017 ❑ PRELIM. ❑ BIDDING PERMIT _ ❑ CONSTRUCTION No. Description Date CLIENT APPROVAL OF CONSTRUCTION DOCUMENTS Approval of these drawings constitutes your acceptance of the Information contained herein. Any changes or corrections should be made using real Ink. Please note that changes made to these drawings may affect design fees and schedule, construction costs, and construction schedule of your project Date: Approved by: owner Totally Agape Inc. EXISTING CONDITIONS Project number 2170927 Date 09/27/2017 Drawn by E.ALDANA Checked by VICTOR TAN DRAWMC NUINJI M A! -:zO f 0 0 0 N I H I V - 5 1/2" 71 L/ 3'- 8" 2 00 NEW STORA4G 2 1 3 - FROVIDE 3-0`XG-6` EXTERIOR DOOR (fIDERGLA55 WJALUM. THRE50LD NEW EXTEPIOR 0" L C CD LIGHT AND SWITCH IN AND SWITCH IN COMPLIANCE WITH <4 A2. 0 FBC 107, NEC 2 2 10 10.70(A)(2 I 5 EXISTING ROOF CON5TKUCTION NEW R- 19 BATT INSULATION WJ KRAFT PAPER IT \J A4 M 3 NON A/C AREA V N EW 0 E. R 1T 4H N 0;, (170 S.F.) ,q US WITCH NEW 50' GY1`5UM BOARD WA� CEILING W/KNOCK DOWN U) 011C TExrupE PAINTED CC < > N FEW P F_ Rf 0 RAT D M'g1-`VN VINYL 50f f IT ao- 9 'IT NEW (2)2x HEADER (REFER TO DETAIL �N, G 4 2" zj�2 / A3.0 FOR 417 TYPICAL QIUS T IN %A� ATTACHMENT Ai 1 41�r��';,� ?� . " "I I 1AA & I fflIT ALL VVINDOW5 . . . . . . . . . . AND DOORS) —A I' � rA NEW 51h VINYL WINDOW "0, "z" V R . . . . . . . ...... PROVIDE NE 2-b`XG'_b` W OPENING f RiDOOR (FRAME OPENING SI EXTERIOR DOO R- FIR 00 DETAIL 2 / A3.0) F NEW L P 51DING ON NEW 1/2" GYF5UM BOARD ( 0 )U j5t RAP OVER 31b" 05D WORANGE FEEL TEXTURE OVER 2X4 14� 5 SHEATHING NAILEDTO T-UD5 @ I G" O.C, WD 5 T UED5 PER SHEATHING 'g, NEW R- 13 BATT IN5ULATION PAT IN ON 22)3.0 ON 2X4 W/KRAff F PAPER BACK i TUD5 5FACE WOOD 5 D CD I G" O.C. NEW 112�'X 4" IMPREGNATED fIDEF Ai DOAKD NEW 4" 3000 F51 CONCRETE SLAB WJ GXGX 10 MA/M OVER 10 MIL V15QUEEN, EXISTING FLUSH WITH EX15TING IN FENOR 5LAB PATIO 1 2 1 E EXISTING 5LAB FLOOR PLAN 1/411 = 11-011 WALL SECTION1 (_0­1\__V_V —/A L - --- --- �� 3/411 = 1 1-011 IE C B "0 FRONT ELEVATION 1/411 = 1 1-011 Al EXISTING ROOF EX15TING ROOF CON5TRUCFION A CON5TKUCTIOI 4-� PARTIAL LEFT ELEVATION I/V V -Oil 1 1 2 EX15TING DOOR TO EX15TING ROOF REMAIN CON5TKUTION - 2 A2.0 EX15TING ROOF IN ff W R- 19 bATT INSULATION W/ KRAFT FAFER NIWWINDOW NEW LAP SIDING ON NF PERFORATED HOU5F\1VRAP OVER SHEATHING ON 2X4 NIK VINYL 50rf IT WOOD FRAMING 4" CORNER BOARD NEW 50' GYF5UM BOARD CEILING W/KNOCK DOWN TEXTURE PAIN -FED AJ NEW (2)2x HEADER (REFER TO DETAIL 2 / A3.0 FOR NEW 5/H VINYL WINDOW Ci� E C� '44; V TYPICAL AR95195 0 NEW EXT. DOOR NEWWINDOW PRELIM. BIDDING ALL WINDOWS 1:1 CONSTRUCTION No. Description AND DOORS) I Bldg. Dept Comments Ai NEW LAP 51DIN( NEW LAP 51DING ON T­IOU5EWRAFO NFW 1/2" GYF5UM DOARD 1 HOU5Ek,VRAF OVER 30' 05D - CLIENT APFROVAL OF HOU5-FWPAP OVER 5HEATHING ON acc-_ptanc�-, of th,-- information containt�cl herein. 5HEXFHING NAILEDTO r,--cl ink. 2X4 WD 5TIJD5 @ I G" O.C. may affect de5ign ft�-,5 and 5chf dule_ con5truction coF,t5, and cow5truction !�chedult: of your projec, 5HEAThING ON 2X4 WOOD FRAMIN PATERN ON 2�3.0 ON 2X4 Totally Agape Inc. NEW R- 13 BATT INSULATION WOOD FRAMING Project number 2170927 WOOD STUDS 5PACED Drawn by E.ALDANA W/KRAFT PAPER BACK DQHA�/V[jKCG,] HUMBEfl 00 EX15TING I G" H co N G 5 4" CORNERTRIM BOARD KN�E WALL 4-� PARTIAL LEFT ELEVATION I/V V -Oil 1 1 2 EX15TING DOOR TO EX15TING ROOF REMAIN CON5TKUTION - 2 A2.0 EX15TING ROOF IN ff W R- 19 bATT INSULATION W/ KRAFT FAFER NIWWINDOW NEW LAP SIDING ON NF PERFORATED HOU5F\1VRAP OVER SHEATHING ON 2X4 NIK VINYL 50rf IT WOOD FRAMING 4" CORNER BOARD NEW 50' GYF5UM BOARD CEILING W/KNOCK DOWN TEXTURE PAIN -FED AJ NEW (2)2x HEADER (REFER TO DETAIL 2 / A3.0 FOR PARTIAL RIGHT ELEVATION -TV7 Tol, WALL SECTION 2 ��3/4�-= V-0" 3 4 1 5 F_ 7 DEMOLITION NOTES THE FOLLOWING RffQUIREMENT5 FOR DEMOLITION, cul -TING AND PATCHING APPLY TO ALL WORK WHICH 15 Al_`FERED, WHETHER 51JCM WORK 15 NEW, EX15rING, ADDING, RENOVATED OR RffFLACED: FIELD VifRIfY ALL EX15TING CONDITIONS PRICRTO START Off WORK. NOTIFY OWNER IN WRITING OF ANY D15CREFANCY OR CONfLICF5 PRIOR TO START Of DEMOLITION. CONFORM TO APPLICABLE CODES FOR DEMOLTioN OF)TEM5 TO REMOVED, N5TALLATION5 OFTH15 WORK STIALL DE PERFORMED IN COMFLETF COMPLIANCE WITH LOCAL CODES AND ORDINANCES , STANDARD bUILDING CODE, NATIONAL PLUM5ING CODE, NATIONAL ELECTRICAL CODE, 5TATE5 AND FEDERAL CODES APPLICAbLE TO TH15 PROJECT AND OSHA REQUIREMENTS. PROTECT ALL EX15TING ITEIM5 TO KEMAIN FROM DAMAGE, CONTRACTOR 5HALL BEAR ALL C05T5 Of REPAIRING, REFINISHING, REPLACING , ffC. Of EXISTING ITEM5 DAMAGED. PRIOR TO 5TAKT DEMOLITION WORK, REVIEW AND VEKII`Y EXTENT OF DEMOLITION WORK RELATIVE 'TO FORTION5 OF EXISTING ITEM5 TO REMAIN, AND CON5ULT WITH OWNER REGARDING ANY CLARIFICATION NEEDED AND FOR UUE5TION5 ABOUT ANY D15COVEKED D15CREPANCIE5 PEFIFORM DEMOLITION WORK TO CAUSE A LITTLE INCONVENIENCE TO ADJACENT APTA5 TO REMAIN. A5DE5T05 5URVEY AND ABATEMENT: PRIOR TO DEMOLITION, CUTTING OF, PATCHING WORK, ENGAGE A LICEN5ED ASBESTOS CONTRACTOR TO FERf ORM AN A5DE5TO5 SURVEY, WHICH IDENTIFIE5 5PECIFIC LOCATION5 WHERE A515[al'05 CONTAINING MATERIALS ARE FOUND, AND WHICH PRESCRIBES SPECIFIC ACTION5 REQUIRED fOK ABATEMENT, ENGAGE A LICEN5ffD A5DE51'05 ADATEMENT CONTRACTOR TO REMOVE OR ENCAPSULATE ALL A51DE5TOF) CONTAINING MATffKIAL5, ACCORDING TO THE RECOMMENDATIONS Of THE A515ff,51'05 CON5ULTANT. WHERE A5bI!5TO5 CONTAINING MATERIAL5 ARE ENCAP5ULATED INTHc BUILDING, PROVIDE THE OWNER WITH A DETAILED DF5CKIPTIQN OF ALL REMAINING MATERIALS, INCLUDING LOCATION5, APPROXIMATE QUALITIES, AND METHOD5 Of ENCAPSULATED AND N51'RUCTION5 FOR NOT D15TUKDING THE ENCAPSULATED MATEKIAL5, PRIOR TO DEMOLITION, CUTTING AND PATCHING, THE CONTRACTOR 5HALL LOCATE AND D15CONNECT UTILITY 5EKVICE5 AND ELECTRICAL / MECHANICAL 5Y5TEM5, OR TEMPORARILY CAP Off SUCH 5ERVICE5 TO *THE AFFECTED AREAS. GIVE NOTICE TO, AND COORDINATE WITH UTILITY COMPANIES. OBTAIN WRITTEN APPROVAL FROM, AND COOPERATE WITH OTHER PARTIES WHO MAY DE AFFECTED bY INTERRUFFION Of SERVICES. CLEARLY MARK THE AREA5 AND UM]T5 Of DEMOLITION, CUTTING AND PATCHING. IFfI]A5IIJLE, FRECUTTHE LINE Of SEPARATION BETWEEN AREAS Of DEMOLITION AND AREAS TO JF PKE-5EPVED, UTILIZE DEMOLITION AND CUTTINGTECHNIQU[5 WHICH ARE LEAST LIKELY TO DAMAGE SURROUNDING OR ADJOINING WORK. WHERE fEA51BLE, USE HAND TOOLS AND SMALL POWER TOOLS THAf ARE DE51GNED FOR SAWING AND GRINDING, NOT HAMMERING OR CHOPPING. DO NOT USE EXPLOSIVES. 5TRUCFURALREQ1JIRFMENT5: DO NOT CUT AND PATCH 5TRUCrURAL WORK INA MANNERWHICH WILL REDUCE LOAD -CARRYING CAFACITY OR LOAD-L)EfLECTION RATIO. WHERE 5TRUCFURAL WORK 'MUST DE CUT, PROVIDE ADEQUATE TEMPORARY 5UFFORT (BRACING AND/CP 5HOPING) TO RE515-F VERTICAL, LATERAL AND DYNAMIC LOAD5 IN THE EN riRE mw FARY AREA OF THE AFFECTED ,5TRucruKALMffM5ER5. WHERE REQUIPED, ENGAGE ALICEN5ED 5TRUcrURALENGINEERTO DE51(�N511ORIN(-.',/bP\ACING5Y5'fEM5A�IDJOli\I'TORCO�lNECFIONDE-rAIL5. oFERAnONAL AND SAFETY Llmrl­KITON5� DO NOF CUr AND PATCH OPERATIONAL ELEMENTS OR 5AFTTY RELATED COMFONffNT5 IN A MANNER WHICH WILL REDUCE INTENDED FEPFORMANCE OR SAFETY fAcroR, OR WHICH WILL Rff5U1LT IN INCREASED MAINTENANCE OR REDUCED OPERATIONAL LIFE, V15UAL REQUIREMENT5: DO NOT CUT AND PATCH WORK IN A MANNER WHICH WILL RE5ULr IN LE55ENING OF THE AE5THETIC QUALITIES Of THE BUILDING OR 5ITE, OR THAT WILL KE5ULT IN V15UAL EVIDENCE Of CUT AND PATCH WORK, WHEKE REQUIRED, EXTEND FINISH MATERIAL5 OVER ENTIRE UNBROKEN 5URfACE AREA5 AFFECTED BY CUT AND PATCH WORK, REMOVE AND REPLACE CUT AND PATCH WORK WHICH DOE5 NO*I'i\\/I-F-FT V15UAL REQUIKEMENT5. PKOTECTION� PROTECT OTHER WORK DURING CUTTING AND FATCHING OPERATIONS TO PREVENT DAMAGE, PROVIDE PROTECTION Of ALL WORK FROM ADVERSE WEATHER CONDITION5, WHERE OPENING5 ARE CREATED IN ROOF OR EXTERIOR WALL5, PROVIDE TEMPORARY tNC1_O5URff Of SUCH OPENINGS ON A DAILY DA515, AND WHENEVER ADVEK51f WEATHER THREATEN5 OF, ffXl5T5. DEMOU5H ALL EX15TING fLOOFING MATERIAL AS REQUIRED I`RO AREA5 Off RENOVATION. LEVEL 6LL FLOOR AREA5THROUGHOUr HOUSE AND PREP, TO RECEIVE NEW FLOORING MATERIAL. DIMEN51ON PLAN NCFE5 1. WRITTEN DIMEN51ON5 6OVERN. THE BUILDER 5HAUL VERIFY ALL DIMEN51ON5 AND NOTIFY THE DF51GN PROFF55IONAL IN THE EVENT OF ANY CONFLICT PRIORTO PROCEEDING WITH -THE WORK. 2. DO NOr 5CALETHE DRAWING5TO OBTAIN PEOUIRED DIlMEN5ION5. 3.TYPICAL DIMENSIONS ARE -roTHff FACE- Of CMU WALL5 AND OUTSIDE FACE OF 5TUD,5, UNLE55 OTHERW15E NOFED. 4. ANGLED WALL5 ARE 45 DEGREES, UNLE55 OFHERW15E NOTED. 5. IF DIMEN51ON5 FOP DOOR OPENINGS ARE A55ENT, THENTHFY ARE EITHER CENTERED OR 4" AWAY FROM THE CLO5F5T CORNER. DOUU)LE CHECKTHE WIDTH OF THE DOOR CA51NG FROfILE5)5FECIfICATION5TO ENSURE THAT DOOR OFENING5 HAVE THE FROFER CLEARANCE NEEDED FOP THE CA51NG5 AND ADJUST -THE DOOP OPENING PLACEMENT ACCORDINGLY. DISCLAMER NOTE IT 15 THE CONTKACTOR/5Ub-CONTKACTOR5 RE5FON5011-11Y TO REVIEW ALL INfOKMATIONCONTAI��EDHEF,EINA�IL)I'QbE KE5FON5II5LEfCRTHff CONSTRUCTION 5TAbILITY AND, ANYM15INTffKFFTTATION5, EKKOR5, OMISSIONS OF, CU5TOM CHANGES M155tD AND NOT REPORTED, 7 8 I H I G I F I E D I C I B I A GRAPH & ART DESIGN STUDIO DRAFTING SERVICES J73 8WEETWATER SPHINGS STREE r, DEBARY, FL 32713 TA7-879-0966 DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE GRAPH & ART DESIGN STUDIO AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF AN OFFICER OF GRAPH & ART DESIGN STUDIO PROJECT hAF0flMXT0M 51NGLE I'AMILY KE51DENCE CAKFORT 5TOMGE ENCL05URE 141 COUNTRY CLUB CIRCLE SANFORD, FLORIDA 32771 NEW 5/H VINYL WINDOW Ci� E C� '44; V TYPICAL AR95195 0 ATTACHMENT e 09/27/2017 PRELIM. BIDDING ALL WINDOWS 1:1 CONSTRUCTION No. Description AND DOORS) I Bldg. Dept Comments Ai NEW LAP 51DING ON - NFW 1/2" GYF5UM DOARD 1 HOU5Ek,VRAF OVER 30' 05D - CLIENT APFROVAL OF W/ORANGE FEEL TEXTURE OVER Approval of thd5d drawin6j5 cor��titut,.-5 your acc-_ptanc�-, of th,-- information containt�cl herein. 5HEXFHING NAILEDTO r,--cl ink. 2X4 WD 5TIJD5 @ I G" O.C. may affect de5ign ft�-,5 and 5chf dule_ con5truction coF,t5, and cow5truction !�chedult: of your projec, 5TUD5 FER 5HEATHING Approvcd 12y: PATERN ON 2�3.0 ON 2X4 Totally Agape Inc. NEW R- 13 BATT INSULATION ENCLOSURE Project number 2170927 WOOD STUDS 5PACED Drawn by E.ALDANA W/KRAFT PAPER BACK DQHA�/V[jKCG,] HUMBEfl 00 co N G 5 REQUIRE[) N EW 1/21' X 4" FX15TING I HT. aviii KNEE WALL NEW 41' 3000 P51 CONCRETE 5LAE3 \0 GXGX 10 WNM OVER 10 MI L V15GUEEN, f _U5H WITH "4_EX15TING INFERIOP SLAB ING 5LAD PARTIAL RIGHT ELEVATION -TV7 Tol, WALL SECTION 2 ��3/4�-= V-0" 3 4 1 5 F_ 7 DEMOLITION NOTES THE FOLLOWING RffQUIREMENT5 FOR DEMOLITION, cul -TING AND PATCHING APPLY TO ALL WORK WHICH 15 Al_`FERED, WHETHER 51JCM WORK 15 NEW, EX15rING, ADDING, RENOVATED OR RffFLACED: FIELD VifRIfY ALL EX15TING CONDITIONS PRICRTO START Off WORK. NOTIFY OWNER IN WRITING OF ANY D15CREFANCY OR CONfLICF5 PRIOR TO START Of DEMOLITION. CONFORM TO APPLICABLE CODES FOR DEMOLTioN OF)TEM5 TO REMOVED, N5TALLATION5 OFTH15 WORK STIALL DE PERFORMED IN COMFLETF COMPLIANCE WITH LOCAL CODES AND ORDINANCES , STANDARD bUILDING CODE, NATIONAL PLUM5ING CODE, NATIONAL ELECTRICAL CODE, 5TATE5 AND FEDERAL CODES APPLICAbLE TO TH15 PROJECT AND OSHA REQUIREMENTS. PROTECT ALL EX15TING ITEIM5 TO KEMAIN FROM DAMAGE, CONTRACTOR 5HALL BEAR ALL C05T5 Of REPAIRING, REFINISHING, REPLACING , ffC. Of EXISTING ITEM5 DAMAGED. PRIOR TO 5TAKT DEMOLITION WORK, REVIEW AND VEKII`Y EXTENT OF DEMOLITION WORK RELATIVE 'TO FORTION5 OF EXISTING ITEM5 TO REMAIN, AND CON5ULT WITH OWNER REGARDING ANY CLARIFICATION NEEDED AND FOR UUE5TION5 ABOUT ANY D15COVEKED D15CREPANCIE5 PEFIFORM DEMOLITION WORK TO CAUSE A LITTLE INCONVENIENCE TO ADJACENT APTA5 TO REMAIN. A5DE5T05 5URVEY AND ABATEMENT: PRIOR TO DEMOLITION, CUTTING OF, PATCHING WORK, ENGAGE A LICEN5ED ASBESTOS CONTRACTOR TO FERf ORM AN A5DE5TO5 SURVEY, WHICH IDENTIFIE5 5PECIFIC LOCATION5 WHERE A515[al'05 CONTAINING MATERIALS ARE FOUND, AND WHICH PRESCRIBES SPECIFIC ACTION5 REQUIRED fOK ABATEMENT, ENGAGE A LICEN5ffD A5DE51'05 ADATEMENT CONTRACTOR TO REMOVE OR ENCAPSULATE ALL A51DE5TOF) CONTAINING MATffKIAL5, ACCORDING TO THE RECOMMENDATIONS Of THE A515ff,51'05 CON5ULTANT. WHERE A5bI!5TO5 CONTAINING MATERIAL5 ARE ENCAP5ULATED INTHc BUILDING, PROVIDE THE OWNER WITH A DETAILED DF5CKIPTIQN OF ALL REMAINING MATERIALS, INCLUDING LOCATION5, APPROXIMATE QUALITIES, AND METHOD5 Of ENCAPSULATED AND N51'RUCTION5 FOR NOT D15TUKDING THE ENCAPSULATED MATEKIAL5, PRIOR TO DEMOLITION, CUTTING AND PATCHING, THE CONTRACTOR 5HALL LOCATE AND D15CONNECT UTILITY 5EKVICE5 AND ELECTRICAL / MECHANICAL 5Y5TEM5, OR TEMPORARILY CAP Off SUCH 5ERVICE5 TO *THE AFFECTED AREAS. GIVE NOTICE TO, AND COORDINATE WITH UTILITY COMPANIES. OBTAIN WRITTEN APPROVAL FROM, AND COOPERATE WITH OTHER PARTIES WHO MAY DE AFFECTED bY INTERRUFFION Of SERVICES. CLEARLY MARK THE AREA5 AND UM]T5 Of DEMOLITION, CUTTING AND PATCHING. IFfI]A5IIJLE, FRECUTTHE LINE Of SEPARATION BETWEEN AREAS Of DEMOLITION AND AREAS TO JF PKE-5EPVED, UTILIZE DEMOLITION AND CUTTINGTECHNIQU[5 WHICH ARE LEAST LIKELY TO DAMAGE SURROUNDING OR ADJOINING WORK. WHERE fEA51BLE, USE HAND TOOLS AND SMALL POWER TOOLS THAf ARE DE51GNED FOR SAWING AND GRINDING, NOT HAMMERING OR CHOPPING. DO NOT USE EXPLOSIVES. 5TRUCFURALREQ1JIRFMENT5: DO NOT CUT AND PATCH 5TRUCrURAL WORK INA MANNERWHICH WILL REDUCE LOAD -CARRYING CAFACITY OR LOAD-L)EfLECTION RATIO. WHERE 5TRUCFURAL WORK 'MUST DE CUT, PROVIDE ADEQUATE TEMPORARY 5UFFORT (BRACING AND/CP 5HOPING) TO RE515-F VERTICAL, LATERAL AND DYNAMIC LOAD5 IN THE EN riRE mw FARY AREA OF THE AFFECTED ,5TRucruKALMffM5ER5. WHERE REQUIPED, ENGAGE ALICEN5ED 5TRUcrURALENGINEERTO DE51(�N511ORIN(-.',/bP\ACING5Y5'fEM5A�IDJOli\I'TORCO�lNECFIONDE-rAIL5. oFERAnONAL AND SAFETY Llmrl­KITON5� DO NOF CUr AND PATCH OPERATIONAL ELEMENTS OR 5AFTTY RELATED COMFONffNT5 IN A MANNER WHICH WILL REDUCE INTENDED FEPFORMANCE OR SAFETY fAcroR, OR WHICH WILL Rff5U1LT IN INCREASED MAINTENANCE OR REDUCED OPERATIONAL LIFE, V15UAL REQUIREMENT5: DO NOT CUT AND PATCH WORK IN A MANNER WHICH WILL RE5ULr IN LE55ENING OF THE AE5THETIC QUALITIES Of THE BUILDING OR 5ITE, OR THAT WILL KE5ULT IN V15UAL EVIDENCE Of CUT AND PATCH WORK, WHEKE REQUIRED, EXTEND FINISH MATERIAL5 OVER ENTIRE UNBROKEN 5URfACE AREA5 AFFECTED BY CUT AND PATCH WORK, REMOVE AND REPLACE CUT AND PATCH WORK WHICH DOE5 NO*I'i\\/I-F-FT V15UAL REQUIKEMENT5. PKOTECTION� PROTECT OTHER WORK DURING CUTTING AND FATCHING OPERATIONS TO PREVENT DAMAGE, PROVIDE PROTECTION Of ALL WORK FROM ADVERSE WEATHER CONDITION5, WHERE OPENING5 ARE CREATED IN ROOF OR EXTERIOR WALL5, PROVIDE TEMPORARY tNC1_O5URff Of SUCH OPENINGS ON A DAILY DA515, AND WHENEVER ADVEK51f WEATHER THREATEN5 OF, ffXl5T5. DEMOU5H ALL EX15TING fLOOFING MATERIAL AS REQUIRED I`RO AREA5 Off RENOVATION. LEVEL 6LL FLOOR AREA5THROUGHOUr HOUSE AND PREP, TO RECEIVE NEW FLOORING MATERIAL. DIMEN51ON PLAN NCFE5 1. WRITTEN DIMEN51ON5 6OVERN. THE BUILDER 5HAUL VERIFY ALL DIMEN51ON5 AND NOTIFY THE DF51GN PROFF55IONAL IN THE EVENT OF ANY CONFLICT PRIORTO PROCEEDING WITH -THE WORK. 2. DO NOr 5CALETHE DRAWING5TO OBTAIN PEOUIRED DIlMEN5ION5. 3.TYPICAL DIMENSIONS ARE -roTHff FACE- Of CMU WALL5 AND OUTSIDE FACE OF 5TUD,5, UNLE55 OTHERW15E NOFED. 4. ANGLED WALL5 ARE 45 DEGREES, UNLE55 OFHERW15E NOTED. 5. IF DIMEN51ON5 FOP DOOR OPENINGS ARE A55ENT, THENTHFY ARE EITHER CENTERED OR 4" AWAY FROM THE CLO5F5T CORNER. DOUU)LE CHECKTHE WIDTH OF THE DOOR CA51NG FROfILE5)5FECIfICATION5TO ENSURE THAT DOOR OFENING5 HAVE THE FROFER CLEARANCE NEEDED FOP THE CA51NG5 AND ADJUST -THE DOOP OPENING PLACEMENT ACCORDINGLY. DISCLAMER NOTE IT 15 THE CONTKACTOR/5Ub-CONTKACTOR5 RE5FON5011-11Y TO REVIEW ALL INfOKMATIONCONTAI��EDHEF,EINA�IL)I'QbE KE5FON5II5LEfCRTHff CONSTRUCTION 5TAbILITY AND, ANYM15INTffKFFTTATION5, EKKOR5, OMISSIONS OF, CU5TOM CHANGES M155tD AND NOT REPORTED, 7 8 I H I G I F I E D I C I B I A GRAPH & ART DESIGN STUDIO DRAFTING SERVICES J73 8WEETWATER SPHINGS STREE r, DEBARY, FL 32713 TA7-879-0966 DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE GRAPH & ART DESIGN STUDIO AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF AN OFFICER OF GRAPH & ART DESIGN STUDIO PROJECT hAF0flMXT0M 51NGLE I'AMILY KE51DENCE CAKFORT 5TOMGE ENCL05URE 141 COUNTRY CLUB CIRCLE SANFORD, FLORIDA 32771 ?2 Ci� E C� '44; V AR95195 0 AIRCHITEUT 09/27/2017 PRELIM. BIDDING VM\ PERMIT 1:1 CONSTRUCTION No. Description Date I Bldg. Dept Comments 110/30/17 1 - CLIENT APFROVAL OF CON5TKUCTION DOCUMENT5 Approval of thd5d drawin6j5 cor��titut,.-5 your acc-_ptanc�-, of th,-- information containt�cl herein. Any charicjd�5 or corr-�.-ction5 5hould b(�. rnade u5incj r,--cl ink. Plea5e, not�_- that oharicjt5 madt to the5e arawinqJ5 may affect de5ign ft�-,5 and 5chf dule_ con5truction coF,t5, and cow5truction !�chedult: of your projec, Date: Approvcd 12y: owner Totally Agape Inc. CARPORTSTORAGE ENCLOSURE Project number 2170927 Date 09/27/2017 Drawn by E.ALDANA Checked by VICTOR TAN DQHA�/V[jKCG,] HUMBEfl A2wO ?2 7 1 C G It Fe C C p H F 7 GRAPH & ART DESIGN STUDIO DRAFTING SERVICES 373 SWEETWATER SPRINGS STREET, DEBARY, FL 32713 TA07-879.0966 DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE GRAPH & ART DESIGN STUDIO AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF AN OFFICER OF GRAPH & ART DESIGN STUDIO PROJECT �HFUHMATWH SINGLE 1=AMILY RESIDENCE CARPORT 5TORAGE ENCL05URF 141 COUNTRY CLUB CIRCLE SANFORD, FLORIDA 32771 LO C7 d' 00 r -- O (V AR95195 C� ARCHITECT 09/27/2017 ❑ PRELIM. ❑ BIDDING 171 PERMIT ❑ CONSTRUCTION No. Description Date 1 Bldg. Dept Comments 10/30/17 CLIENT APPROVAL OF CON5IRUCTION DOCUMENTS Approval of these drawing5 constitutes your acceptance of the information contained herein, Any changes or corrections 51hould be made u51ng red Ink. Please note that changes made to these drawin6j5 may affect design fees and Schedule, construction co5t5, and construction Schedule of your prq sect Date: Approved by: owner Totally Agape Inc. GENERAL DETAILS Project number 2170927 Date 09/27/2017 Drawn by Author Checked by Checker �p� ( A3wO LO C7 d' 00 r -- O (V i Revision EYk---' �. r City of Sanford Response to Comments C] N � By1ding & Fire Prevention Division DEC 19 2017 �, : 407.688.5150 Fax: 407.688.5152 R1 Email: building@sanfordfl.gov, Permit # �� Submittal Date Project Address: l f !✓ �/ Y� �) (�' l ! / C .',%�� ) G Contact:Ph:'-( Fax: IL I 16u� . Email: L./ Trades encompassed in revision: Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water General description of revision: ROUTING INFORMATION Approvals <:;� i2- zo k --? Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building General description of revision: ROUTING INFORMATION Approvals <:;� i2- zo k --? 11 G F" E ❑0 C B A 1 NEW CARPORT STORAGE ENCLOSURE N 65' 0" N31.35.30E 65.00 FT o _ co a 3 ARCHITECTURAL SITE PLAN 01/16=10 1 CV F: CD S31.35.30W 65.00 FT 65' - 0" 6 H Ln LLJ O O 06 LCA 3 4 5 D SINGLE FAMILY RESIDENCE Carport Storage Enclosure CONSTRUCTION ANC1 PERMIT SET 3 141 COUNTRY CLUB CIRCLE SAN FORD, FI. 32 771 AERIAL VIEW 4 5 6 GENERAL NOTES a. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOW AS NOTED. b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO THE BUILDING ARE TO BE VERIFIED PRIOR TO BEGINNING OF CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. 2. EXTERIOR WALLS: a. A55UME ALL EXTERIOR WALLS TO BE LOAD BEARING. b. REFER TO STRUCTURAL FOR CMU WALL REINFORCEMENT LOCATIONS. c. INTERIOR SURFACE OF CMU WALL TO HAVE 5/8" GPBD APPLIED TO I I / I FURRING SPACED @ I G" O.C. ATTACH FURRING TO CONCRETE WALL WITH POWER ACCUATED FASTENERS AT 12" O.C.. 3. INTERIOR WALLS: a. WOOD FRAMING: i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, SHALL BE PRESSURE TREATED. n. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH POWER ACTUATED FA5TERNER5, SPACED @ 48" O.C. MAX. UNLESS NOTED OTHERWISE w. ALL WOOD DRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED @ I G" O.C. WITH DOUBLE TOP PLATE. 4. WOOD: a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST � PAPER ASSOCIATION WOW "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK 15 TO BE PRESSURE TREATED. c. REFER TO 5TKUCTURAL GENERAL NOTES. 5. FINISHES a. ALL INTERIOR WALL5 SHALL HAVE STANDARD (/2" GYPSUM BOARD. c. HIGH HUMIDITY AND WET AREAS SHALL HAVE I/2 " M015TUKE RE515TANT GYP BD. d. ALL INTERIOR CEILINGS SHALL HAVE 5/8 " 5AG- RESISTANT GYP 50F IT BOARD. e. ALL EXTERIOR CEILINGS (PORCH � PATIOS) SHALL HAVE PERFORATED ALUMINUM SOFFIT MATERIAL f. STUCCO 5URFACE5 TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION !OINT5 PER CODE. 7. HARDWARE: a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NEPA 101 , 201 1. 8. WINDOW * DOORS: a. M15CELLANEOUS: i. WINDOW AND DOOR 5UPPLIER5 SHALL PROVIDE CURRENT ROJGH OPENING INFORMATION WHICH, SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. i. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS, AND ROUGH OPENING5 PRIOR TO DELIVERY. iii. WINDOW ROUGH OPENING INCLUDES I x P.T. FRAME ATTACHED TO CMU'5. iv. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU'5. v. ALL GLA55 LOCATED IN HAZARDOUS LOCATIONS SHALL COM"LY WITH SECTION R308 OF THE 2014 FERC. vi. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD A55EM13LED FIXED GLA55 WINDOW UNITS PRIOR TO INSTALLATION. b. INSTALLATION: . WINDOWS t DOOR5 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACT'URER'S INSTALLATION INSTRUCTIONS. n. ALL WINDOW HEADS SHALL BE SET ABOVE FIN15H FLOOR AS FOLLOWS: c. ASSEMBLIES: i. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2014 FFRC CHAPTER G, SECTION G 12.7 . SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. d. TESTING: i. EXTERIOR WINDOWS AND GLA55 DOORS CONTRACTOR TO PROVIDE FLORIDA PRODUCT APPROVALS FOR EA. COMPONENT 5PECINED. 9. INSULATION: a. INSULATE ALL EXTERIOR FRAME WALL5 WITH R-13 BATT FIBERGLASS INSULATION. b. INSULATE NON CONDITIONED ATTIC SPACE WITH R-19 FIBERGLASS. LIST OF DRAWINGS SHEET CONTENT 00 COVER --_ ------_.__..-.-._...-._ 2— A. WW A t1� ('ARPnnT,,TnPA(;Fr-mni nci IRF 7 N54%,00,2�vrr0��' Architect Gail Cleavenaer. AIA FL HC # AR95195 Owner Totally Agape Inc. IDE CRITERIA )RIDA BUILDING CODE 5TH EDITION - (2014) )RIDA FIRE PREVENTION CODE 5TH EDITION (2014) 'A 70-1 1, NATIONAL ELECTRICAL CODES (NEC 201 1) ILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AC131(5-1 I ECIFICATION5 FOR STRUCTURAL CONCRETE - AC1301-10 ILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI530-1 TIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2012 ED )OD FRAMED CONSTRUCTION MANUAL 2012 ED. q PLYWOOD DESIGN SPECIFICATION 2012 ED. JMINUM DESIGN MANUAL - 2010 ED. VA RECORD COPY INC SANE pFtD FPAR�� H G F E A C 0 I A 8 GRAPH & ART DESIGN STUDIO DRAFTING SERVICES 373 SWEETWATER SPRINGS STREET, DEBARY, FL 32713 _ T:407-879-0966 DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND a" GRAPH & ART DESIGN STUDIO LL AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT t (� 15' - 11 1 /4" OFFICER OF GRAPH & ART 41' - 1 1/2" DESIGN STUDIO PROJCC7WFOOR,MA7S ON �-Q i SINGLE FAMILY RE5IDENCE CARPORT STORAGE EXISTING 141 COUNTRY CLUB HOUSE N SANFORD, FLORIDA 32771 �s,p F. FL O 0 N C�) AR95195 �'r? �c�sr C-) FRED ARG�`� RCgITECT ❑ PRELIM. ❑ BIDDING o PERMIT ❑ CONSTRUCTION EXISTING No. Description Date 00 1 Bldg. Dept Comments_ 10/30/17 _ 2 Field Correction 12/18/17 PATIO z CLIENT APPROVAL OF 3 ARCHITECTURAL SITE PLAN 01/16=10 1 CV F: CD S31.35.30W 65.00 FT 65' - 0" 6 H Ln LLJ O O 06 LCA 3 4 5 D SINGLE FAMILY RESIDENCE Carport Storage Enclosure CONSTRUCTION ANC1 PERMIT SET 3 141 COUNTRY CLUB CIRCLE SAN FORD, FI. 32 771 AERIAL VIEW 4 5 6 GENERAL NOTES a. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOW AS NOTED. b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO THE BUILDING ARE TO BE VERIFIED PRIOR TO BEGINNING OF CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. 2. EXTERIOR WALLS: a. A55UME ALL EXTERIOR WALLS TO BE LOAD BEARING. b. REFER TO STRUCTURAL FOR CMU WALL REINFORCEMENT LOCATIONS. c. INTERIOR SURFACE OF CMU WALL TO HAVE 5/8" GPBD APPLIED TO I I / I FURRING SPACED @ I G" O.C. ATTACH FURRING TO CONCRETE WALL WITH POWER ACCUATED FASTENERS AT 12" O.C.. 3. INTERIOR WALLS: a. WOOD FRAMING: i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, SHALL BE PRESSURE TREATED. n. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH POWER ACTUATED FA5TERNER5, SPACED @ 48" O.C. MAX. UNLESS NOTED OTHERWISE w. ALL WOOD DRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED @ I G" O.C. WITH DOUBLE TOP PLATE. 4. WOOD: a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST � PAPER ASSOCIATION WOW "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK 15 TO BE PRESSURE TREATED. c. REFER TO 5TKUCTURAL GENERAL NOTES. 5. FINISHES a. ALL INTERIOR WALL5 SHALL HAVE STANDARD (/2" GYPSUM BOARD. c. HIGH HUMIDITY AND WET AREAS SHALL HAVE I/2 " M015TUKE RE515TANT GYP BD. d. ALL INTERIOR CEILINGS SHALL HAVE 5/8 " 5AG- RESISTANT GYP 50F IT BOARD. e. ALL EXTERIOR CEILINGS (PORCH � PATIOS) SHALL HAVE PERFORATED ALUMINUM SOFFIT MATERIAL f. STUCCO 5URFACE5 TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION !OINT5 PER CODE. 7. HARDWARE: a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NEPA 101 , 201 1. 8. WINDOW * DOORS: a. M15CELLANEOUS: i. WINDOW AND DOOR 5UPPLIER5 SHALL PROVIDE CURRENT ROJGH OPENING INFORMATION WHICH, SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. i. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS, AND ROUGH OPENING5 PRIOR TO DELIVERY. iii. WINDOW ROUGH OPENING INCLUDES I x P.T. FRAME ATTACHED TO CMU'5. iv. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU'5. v. ALL GLA55 LOCATED IN HAZARDOUS LOCATIONS SHALL COM"LY WITH SECTION R308 OF THE 2014 FERC. vi. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD A55EM13LED FIXED GLA55 WINDOW UNITS PRIOR TO INSTALLATION. b. INSTALLATION: . WINDOWS t DOOR5 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACT'URER'S INSTALLATION INSTRUCTIONS. n. ALL WINDOW HEADS SHALL BE SET ABOVE FIN15H FLOOR AS FOLLOWS: c. ASSEMBLIES: i. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2014 FFRC CHAPTER G, SECTION G 12.7 . SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. d. TESTING: i. EXTERIOR WINDOWS AND GLA55 DOORS CONTRACTOR TO PROVIDE FLORIDA PRODUCT APPROVALS FOR EA. COMPONENT 5PECINED. 9. INSULATION: a. INSULATE ALL EXTERIOR FRAME WALL5 WITH R-13 BATT FIBERGLASS INSULATION. b. INSULATE NON CONDITIONED ATTIC SPACE WITH R-19 FIBERGLASS. LIST OF DRAWINGS SHEET CONTENT 00 COVER --_ ------_.__..-.-._...-._ 2— A. WW A t1� ('ARPnnT,,TnPA(;Fr-mni nci IRF 7 N54%,00,2�vrr0��' Architect Gail Cleavenaer. AIA FL HC # AR95195 Owner Totally Agape Inc. IDE CRITERIA )RIDA BUILDING CODE 5TH EDITION - (2014) )RIDA FIRE PREVENTION CODE 5TH EDITION (2014) 'A 70-1 1, NATIONAL ELECTRICAL CODES (NEC 201 1) ILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AC131(5-1 I ECIFICATION5 FOR STRUCTURAL CONCRETE - AC1301-10 ILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI530-1 TIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2012 ED )OD FRAMED CONSTRUCTION MANUAL 2012 ED. q PLYWOOD DESIGN SPECIFICATION 2012 ED. JMINUM DESIGN MANUAL - 2010 ED. VA RECORD COPY INC SANE pFtD FPAR�� H G F E A C 0 I A 8 GRAPH & ART DESIGN 11. IT co T co In o 12 r` 0 N O M O GRAPH & ART DESIGN STUDIO DRAFTING SERVICES 373 SWEETWATER SPRINGS STREET, DEBARY, FL 32713 T:407-879-0966 DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE GRAPH & ART DESIGN STUDIO AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF AN OFFICER OF GRAPH & ART DESIGN STUDIO PROJCC7WFOOR,MA7S ON SINGLE FAMILY RE5IDENCE CARPORT STORAGE ENCLOSURE 141 COUNTRY CLUB CIRCLE SANFORD, FLORIDA 32771 �s,p F. FL O AR95195 �'r? �c�sr C-) FRED ARG�`� RCgITECT ❑ PRELIM. ❑ BIDDING PERMIT ❑ CONSTRUCTION No. Description Date 1 Bldg. Dept Comments_ 10/30/17 _ 2 Field Correction 12/18/17 CLIENT APPROVAL OF CONSTRUCTION DOCUMENTS Approval of these drawincj.> con5titute.5 your acceptance of the, information contained herein. Any changes or corrections Should be made using red ink. Please note that changes made to these drawng5 may affect 61e51gn fees and 5chedUle. construction r_osts, and construction Schedule of your project Date: Approved by: owner Totally Agape Inc. COVER Project number 2170927 Date 09/27/2017 Drawn by E.ALDANA Checked by VICTOR TAN DRAWWO NUMBER AOO 11. IT co T co In o 12 r` 0 N O M O 1 H 11'- 5 1/2" 3 2 A2.0 U zi NEW STORAG 1 3 NON A/C AREA A2.0 o r (170 S.F.) 011C 0 G4'-2" LO- " � 111 @ 84 53 (f rD t4�x"i'131 , }iY?r as Fq"1§i 3 1 Yi f }F�411 3 �Y3 }� i• t b iY F� § 1 E C 0 EXISTING PATIO FLOOR PLAN 1/411 = 1'-0" FRONT ELEVATION 1/411 = 1'-011 F"—, 2 3 PROVIDE 3-01IXG'-8" ExTERIOK DOOR (FIBERGLASS W/ALUM. THKf50LD Al ST�NEWEXTERIOR tHT D 5WITCH IN 4 A2,0 6. MPLIANCE WITH107,NEC.70(A)(2LO 5 Al EXISTING ROOF EXI5FING ROOF CON5TRUCrION A CON5FKUCTIO1 NEW EXT. DOOR NEW WINDOW NEW LAP SIDIN( — NEW LAP 51DING ON HOU5EWRAP 0 HOU5EWKAP OVER 5HEATHING ON SHEATHING ON 2X4 WOOD FRAMIN WOOD FRAMING ALL WINDOWS BIDDING EXISTING I G" H 4" CORNER TRIM BOAKD KNEE WALL 4 5 EXISTING ROOF CON5TKUCFION NEW K- 19 BATT INSULATION W/ KRAFT PAPEK C. EXISTING DOOR -TO REMAIN ///<6A2. i EXISTING POOP PARTIAL LEFT ELEVATION PARTIAL RIGHT ELEVATION C 1/4" = V-0 (6 1 /4" 1 2 3 4 NEW LAP SIDING ON HOUSEWRAP OVER 3/5" 056 SHEATHING OVER TO STUD5 PER SHEATHING PATEPN ON 2/3.0 OF -1 2X4 WOOD STUD5 SPACED @ CD 16" O.C. L'__l WALL SECTION 1 3/4" = 1'-0" EXISTING ROOF CON5TKUTION - NEW R-19 BATT INSULATION W/ KRAFT PAPEK. NEW PERFORATED VINYL 50FFIT -- -- NEW 1/2" GYP5JM BOAKD W/ORANGE PEEL TEXTURE OVER 2X4 WD 5TUD5 @ I G" O.C. NEW P-13 DATT INSULATION W/KRAFT PAPEK. BACK NEW 1/2" X 4" IMFREGNAFED FIBER, DOARD NEW 4" 3000 F51 CONCRETE 5LAD W/ GXGX 10 WWM OVER 10 MIL VI5QUEEN, FLUSH WITH EXISTING IN rERIOR 5LAB t E � � illy dyj I f t rsl4 � eWa� I wt r� x T 41 , a t 1a4.... .:: ... I"4 EXISTING 5LAD NEW 5/6" GYPSUM BOARD CEILING W/KNOCK DOWN TEXTURE PAINTED A �— NEW (2)2x HEADED, (REFER TO DETAIL 2 / A3.0 FOR o NEW 5/H VINYL WINDOW ---- I 4 AR95195�?� i. ATTACHMENT C� I— NEW 5/5" GYP5UM BOARD ALL WINDOWS BIDDING i� PERMIT CEILING W/KNOCK DOWN AND DOORS) ch w 1 TEXTURE PAINTED NCW LAP SIDING ON N � NEW PERFORATED rIUUSEWDAP OVER 3/8" 056 >� W/ORANGE PEEL TEXTUD,E OVER VINYL SOP FIr �. I'Y ` 2X4 WD STUDS @ G" G.C. Please, note ffiat e 11.?age, made to these dr'awulcj,� STUDS PER SHEATHING Co5t5, and C0115tr'uction Fdledule of your prOJeCf: — NEW (2)2x HEADER Approved by: PATERN ON 2/3.0 ON 2X4 = j; (REFER TO DETAIL WOOD STUD5 SPACED @ CARPORT STORAGE W/KRAFT PAPEK BACK X 2/A3.0FOR Drawn by E.ALDANA Checked by VICTOR TAN ©GSA"",��, �1lJ�f 1 EG3 N FL 1G 5 TYPICAL REQUIRED NEW 1/2"X 4" ATTACHMENT Com' - IMPREGNATED FIDEK EXISTING I G" NT. CMU I ALL WINDOWS KNEE WALL NEW 4" 3000 1`51 CONCRETE 51 -AD W/ GXGX 10 NNVM OVER 10 AND DOORS) NEW 5/H VINYL WINDOW EXISTING INTERIOR 5LAD 0 V✓{pS qry {(t� L�.'xf�"�s EXISTING ",. TING SLAB i Cn Q-) w T co EXISTING DOOR -TO REMAIN ///<6A2. i EXISTING POOP PARTIAL LEFT ELEVATION PARTIAL RIGHT ELEVATION C 1/4" = V-0 (6 1 /4" 1 2 3 4 NEW LAP SIDING ON HOUSEWRAP OVER 3/5" 056 SHEATHING OVER TO STUD5 PER SHEATHING PATEPN ON 2/3.0 OF -1 2X4 WOOD STUD5 SPACED @ CD 16" O.C. L'__l WALL SECTION 1 3/4" = 1'-0" EXISTING ROOF CON5TKUTION - NEW R-19 BATT INSULATION W/ KRAFT PAPEK. NEW PERFORATED VINYL 50FFIT -- -- NEW 1/2" GYP5JM BOAKD W/ORANGE PEEL TEXTURE OVER 2X4 WD 5TUD5 @ I G" O.C. NEW P-13 DATT INSULATION W/KRAFT PAPEK. BACK NEW 1/2" X 4" IMFREGNAFED FIBER, DOARD NEW 4" 3000 F51 CONCRETE 5LAD W/ GXGX 10 WWM OVER 10 MIL VI5QUEEN, FLUSH WITH EXISTING IN rERIOR 5LAB t E � � illy dyj I f t rsl4 � eWa� I wt r� x T 41 , a t 1a4.... .:: ... I"4 EXISTING 5LAD NEW 5/6" GYPSUM BOARD CEILING W/KNOCK DOWN TEXTURE PAINTED A �— NEW (2)2x HEADED, (REFER TO DETAIL 2 / A3.0 FOR WALL SECTION 2 3/4" = V-0" 5 8 DEMOLITION NOTES. 'Frit FOLLOWING REQUIREMENTS FOR DEMOLI FION, CUFFING AND PATCHING APPLY TO ALL WORK WHICH 15 ALTERED, WHETHER SUCH WORK 15 NEW, EXISTING, ADDING, RENOVATED OK REPLACED: FIELD VERIFY ALL EXISTING CONDITIONS PPIOK TO START OF WORK. NOTIFY OWNED. IN WRITING OF ANY DISCREPANCY OR CONFLICTS PRIOR TO START OF DEMOLITION. CONFORM TO APPLICABLE CODES FOK DEMOLITION OF ITEMS TO REMOVED. IN5'FALLATION'5 OF THIS WORK SHALL BE PERFORMED IN COMPLETE COMPLIANCE WITH LOCAL CODES AND ORDINANCES , STANDARD 6UILDING CODE, NATIONAL PLUMDING CODE, NATIONAL ELECTRICAL CODE, STATES AND FEDERAL CODES APPLICABLE TO TH15 PROJECT AND.05HA REQUIREMENTS. PROTECT ALL EXISTING I TEM5 TO REMAIN FROM DAMAGE, CONTRACTOR SHALL BEAR ALL,C05'F5 OF REPAIRING, REFINISHING, REPLACING , ETC. OF EX151ING ITEMS DAMAGED. PKIOK TO START DEMOLITION WORK, REVIEW AND VERIFY EXTENT OF DEMOLIFION WORK RELATIVE TO PORTIONS OF EXISTING ITEMS TO REMAIN, AND CONSULT WITH OWNER REGARDING ANY CLARIFICATION NEEDED AND FOR QUESTIONS ADOUT ANY D15CCVfKfD D15CKEPANCIr5 PERFORM DEMOLITION WORK TO CAU5E A LITTLE INCONVENIENCE TO ADJACENT AREAS TO REMAIN. A5BE5TO5 5UPVEY AND ABATEMENT: PRIOR TO DEMOLITION, CUTTING OR PATCHING WORK, ENGAGE A LICENSED A5DE5TC5 CONTRACTOKTO PERFORM AN A5DEST05 SURVEY, WHICH IDENTIFIE5 SPECIFIC LOCATIONS WHERE ASDESTOS CONTAINING MATERIALS ARE FOUND, AND WHICH PRESCRIBES 5PECIFIC ACTION5 K[OUIPED FOR ABATEMENT. ENGAGF A LICEN5ED A5BE5F05 ABATEMENT CONTRACTOR TO REMOVE OR ENCAPSULATE ALL A5DE5TC5 CONTAINING MATERIALS, ACCORDING TO THE RECOMMENDATIONS OF THE A5BE5TO5 CON5ULTANT. WHERE A5BE5TO5 CONTAINING MATERIALS ARE ENCAPSULATED IN THE BUILDING, PROVIDE THE OWNER WITH A DETAILED DESCRIPTION OF ALL REMAINING MATERIALS, INCLUDING LOCATIONS, APPROXIMATE QUALITIES, AND METHODS OF ENCAP5ULATED AND IN5TKUCTION5 FOK NOT DISTURBING THE ENCAP51JLAFED MATEKIAL5. PKIOK. TO DEMOLITION, CUTTING AND PATCHING, THE CONTRACTOR SHALL LOCATE AND DISCONNECT UTILITY SERVICES AND ELECTRICAL / MECHANICAL 5Y5TEM5, OR TEMPORARILY CAP OFF SUCH 5EKVICE5 TO THE AFFECTED AREAS. GIVE NOTICE TO, AND COORDINATE WITH UTILITY COMPANIES. OBTAIN WRITTEN APPROVAL FROM, AND COOPERATE WITH OTHER PAKFIE5 WHO MAY BE AFFECTTED DY INTERRUPTION OF SERVICES. CLEAKLY MARK THE AREAS AND LIMITS OF DEMOLITION, CUFIING AND PATCHING, IF FEA515LE, PRECUT THE LINE OF 5EPARATION DETWEEN AREA5 OF DEMOLITION AND AKEA5'r0 BF PRESERVED. UTILIZE DEMOLITION AND CUTTING TECHNIQUES WHICH ARE LEAST LIKELY TO DAMAGE 5UKROUNDING OR ADJOINING WORK. WHERE FEA5IBLE, USE NAND TOOLS AND SMALL POWEK TOOLS THAT ARE DE5IGNED FOR 5AWING AND GRINDING, NOT HAMMERING OK CHOPPING. DO NO USE EXf'LO51VE5. STKUCTUP.AL KEQUIKEMENT5, DO NOT CUr AND PATGH STRUCTURAL WORK IN A MANNER WrilCH WILL REDUCE LOAD-CAKKYING CAPACITY OK LOAD -DEFLECTION RATIO. WHERE STRUCTURAL WORK MUST 6E CUr, PROVIDE ADEQUATE TEMPORARY 5UPPOKr (BRACING AND/CSR SHORING) -TO KE515T VERTICAL, LATERAL AND DYNAMIC LOAD5 IN THE ENTIRE TKIDUTAKY AREA OF THE AFFECTED 5'[KUCTURAL MEMDEK5. WHERE REQUIRED, ENGAGE A LICENSED 51 KUCTUKAL ENGINEER TO DESIGN SHORING / 6KACING 5Y5TEM5 AND JOINT OR CONNECTION DETAIL5. OPERATIONAL AND SAFETY LIMITATIONS: DO NOT CUT AND PATCH OPERATIONAL ELEMENTS 0K SAFETY RELATED COMPONENTS IN A MANNER WHICH WILL REDUCE INTENDED PERFORMANCE OK SAFETY FACTOR, OR WHICH WILL RESULT IN INCREASED MAINTENANCE OR REDUCED OPERATIONAL LIFE. VISUAL KCQUIKEMEN r5: DO NOT CUF AND PATCH WOKK INA MANNER WHICH WILL RESULT IN LESSENING OF THE AESTHETIC QUALITIES OF THE BUILDING OR SITE, OR THAT WILL KE5ULT IN VISUAL EVIDENCE OF CUT AND PATCH WORK. WHEKE KrQUIRED, EXTEND FINISH MATERIAL5 OVER. ENTIRE UNDKOKEN SURFACE AREAS AFFECTED BY CU r AND PATCH WORK, REMOVE AND REPLACE CUT AND PATCH WORK WHICH DOES NOF MEET V15UAL REQUIREMENTS. PROTECTION: PROTECT OTHER WORK DURING CUTTING AND PATCHING OPERATIONS TO PREVENT DAMAGE, PROVIDE PROTECTION OF ALL WORK FKOM ADVEK5t WEATHER CONDITIONS. WHERE OFENINGS AKE CREATED IN KOOF OR EXTERIOR WALLS, PROVIDE TEMPORARY ENCL05UKE OF SUCH OPENING5 ON A DAILY DA -915, AND WHENEVER ADVERSE WEATHER THKEATEN5 OR EXISTS. DEMOLISH ALL EXISTING FLOCKING MATERIAL AS REQUIRED FR.O AREAS Of RENOVATION. LEVEL ALL FLOOK AREA5 THROUGHOUT HOUSE AND PKEP. TO RECEIVE NEW FLOORING MATERIAL. DIMENSION PLAN NOTES 1. WRITTEN DIMENSIONS GOVERN. THE BUILDER SHALL VERIFY ALL DIMENSIONS AND NOTIFY THE DE51GN PROFESSIONAL IN TI -IE EVENT OF ANY CONFLICT PKIOK TO PROCEEDING WITH THE WORK. 2. DO NOT SCALE THE DKAWING5 TO OBTAIN REQUIRED DIMENSION5. 3. TYPICAL DIMENSIONS ARE TO THE FACE OF CMU WALLS AND OUT5IDE FACE OF 5TUD5, UNLESS OTHERWISE NOTED. 4. ANGLED WALLS ARE 45 DEGREES, UNLE55 OTHERWISE NOTED. 5. IF DIMENSIONS FOR DOOR OPENING5 AKE ADSENT, 'THEN THEY AKE EITHER CEN FEKED OK 4" AWAY FROM THE C1-05If5T CORNER, DOUDLE CHECK THE WIDTH OF THE DOOR CA51NG PROFILE5/5PECIFICATION5 TO EN5URt 'THAT DOOR OPENINGS HAVE THE PROPER CLEARANCE NEEDED FOR THE CASINGS AND ADJUST THE DOCK OPENING PLACEMENT ACCORDINGLY. DISCLAMER NOTE Fr 15 THE CONTKACTOK15Ub-CONTRACTOR5 RE5PON5151LITY TO REVIEW ALL INFORMATION CONTAINED HEREIN AND TO DE KE5PON51BLE FORTHE CONSTRUCTION STABILITY AND, ANY M15INTERPKETATION5, ERRORS, OM15510N5 OR CUSTOM CHANGE5 MISSED AND NOT REPORTED, 7 8 I H I I G I I F I E J C 111 L DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE GRAPH & ART DESIGN STUDIO AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF AN OFFICER OF GRAPH & ART DESIGN STUDIO PROJECT III FOIRMla° T DSU m 51NGLE FAMILY RESIDENCE CARFO IST 5TO fZAG E ENCL05UKE 141 COUNTRY CLUB CIRCLE SANFORD, FLORIDA 32771 �E OF F4 o NEW 5/H VINYL WINDOW ---- TYPICAL 4 AR95195�?� i. ATTACHMENT C� CHITECT ol ALL WINDOWS BIDDING i� PERMIT ❑ CONSTRUCTION AND DOORS) o A 1 Bldg. Dept Comments 10/30/17 NCW LAP SIDING ON -'_ NEW I/2" GYPSUM BOARD rIUUSEWDAP OVER 3/8" 056 >� W/ORANGE PEEL TEXTUD,E OVER Approval of these drawing.:, conft,tutes your SHEATHING NAILED TU ` 2X4 WD STUDS @ G" G.C. Please, note ffiat e 11.?age, made to these dr'awulcj,� STUDS PER SHEATHING Co5t5, and C0115tr'uction Fdledule of your prOJeCf: Date: Approved by: PATERN ON 2/3.0 ON 2X4 = NEW K-1.3 DATT INSULATION owner WOOD STUD5 SPACED @ CARPORT STORAGE W/KRAFT PAPEK BACK Project number 2170927 Date 09/27/2017 Drawn by E.ALDANA Checked by VICTOR TAN ©GSA"",��, �1lJ�f 1 EG3 N FL 1G 5 REQUIRED NEW 1/2"X 4" - IMPREGNATED FIDEK EXISTING I G" NT. CMU KNEE WALL NEW 4" 3000 1`51 CONCRETE 51 -AD W/ GXGX 10 NNVM OVER 10 MIL V15QUEEN, FLUSH WITH EXISTING INTERIOR 5LAD V✓{pS qry {(t� L�.'xf�"�s EXISTING ",. TING SLAB WALL SECTION 2 3/4" = V-0" 5 8 DEMOLITION NOTES. 'Frit FOLLOWING REQUIREMENTS FOR DEMOLI FION, CUFFING AND PATCHING APPLY TO ALL WORK WHICH 15 ALTERED, WHETHER SUCH WORK 15 NEW, EXISTING, ADDING, RENOVATED OK REPLACED: FIELD VERIFY ALL EXISTING CONDITIONS PPIOK TO START OF WORK. NOTIFY OWNED. IN WRITING OF ANY DISCREPANCY OR CONFLICTS PRIOR TO START OF DEMOLITION. CONFORM TO APPLICABLE CODES FOK DEMOLITION OF ITEMS TO REMOVED. IN5'FALLATION'5 OF THIS WORK SHALL BE PERFORMED IN COMPLETE COMPLIANCE WITH LOCAL CODES AND ORDINANCES , STANDARD 6UILDING CODE, NATIONAL PLUMDING CODE, NATIONAL ELECTRICAL CODE, STATES AND FEDERAL CODES APPLICABLE TO TH15 PROJECT AND.05HA REQUIREMENTS. PROTECT ALL EXISTING I TEM5 TO REMAIN FROM DAMAGE, CONTRACTOR SHALL BEAR ALL,C05'F5 OF REPAIRING, REFINISHING, REPLACING , ETC. OF EX151ING ITEMS DAMAGED. PKIOK TO START DEMOLITION WORK, REVIEW AND VERIFY EXTENT OF DEMOLIFION WORK RELATIVE TO PORTIONS OF EXISTING ITEMS TO REMAIN, AND CONSULT WITH OWNER REGARDING ANY CLARIFICATION NEEDED AND FOR QUESTIONS ADOUT ANY D15CCVfKfD D15CKEPANCIr5 PERFORM DEMOLITION WORK TO CAU5E A LITTLE INCONVENIENCE TO ADJACENT AREAS TO REMAIN. A5BE5TO5 5UPVEY AND ABATEMENT: PRIOR TO DEMOLITION, CUTTING OR PATCHING WORK, ENGAGE A LICENSED A5DE5TC5 CONTRACTOKTO PERFORM AN A5DEST05 SURVEY, WHICH IDENTIFIE5 SPECIFIC LOCATIONS WHERE ASDESTOS CONTAINING MATERIALS ARE FOUND, AND WHICH PRESCRIBES 5PECIFIC ACTION5 K[OUIPED FOR ABATEMENT. ENGAGF A LICEN5ED A5BE5F05 ABATEMENT CONTRACTOR TO REMOVE OR ENCAPSULATE ALL A5DE5TC5 CONTAINING MATERIALS, ACCORDING TO THE RECOMMENDATIONS OF THE A5BE5TO5 CON5ULTANT. WHERE A5BE5TO5 CONTAINING MATERIALS ARE ENCAPSULATED IN THE BUILDING, PROVIDE THE OWNER WITH A DETAILED DESCRIPTION OF ALL REMAINING MATERIALS, INCLUDING LOCATIONS, APPROXIMATE QUALITIES, AND METHODS OF ENCAP5ULATED AND IN5TKUCTION5 FOK NOT DISTURBING THE ENCAP51JLAFED MATEKIAL5. PKIOK. TO DEMOLITION, CUTTING AND PATCHING, THE CONTRACTOR SHALL LOCATE AND DISCONNECT UTILITY SERVICES AND ELECTRICAL / MECHANICAL 5Y5TEM5, OR TEMPORARILY CAP OFF SUCH 5EKVICE5 TO THE AFFECTED AREAS. GIVE NOTICE TO, AND COORDINATE WITH UTILITY COMPANIES. OBTAIN WRITTEN APPROVAL FROM, AND COOPERATE WITH OTHER PAKFIE5 WHO MAY BE AFFECTTED DY INTERRUPTION OF SERVICES. CLEAKLY MARK THE AREAS AND LIMITS OF DEMOLITION, CUFIING AND PATCHING, IF FEA515LE, PRECUT THE LINE OF 5EPARATION DETWEEN AREA5 OF DEMOLITION AND AKEA5'r0 BF PRESERVED. UTILIZE DEMOLITION AND CUTTING TECHNIQUES WHICH ARE LEAST LIKELY TO DAMAGE 5UKROUNDING OR ADJOINING WORK. WHERE FEA5IBLE, USE NAND TOOLS AND SMALL POWEK TOOLS THAT ARE DE5IGNED FOR 5AWING AND GRINDING, NOT HAMMERING OK CHOPPING. DO NO USE EXf'LO51VE5. STKUCTUP.AL KEQUIKEMENT5, DO NOT CUr AND PATGH STRUCTURAL WORK IN A MANNER WrilCH WILL REDUCE LOAD-CAKKYING CAPACITY OK LOAD -DEFLECTION RATIO. WHERE STRUCTURAL WORK MUST 6E CUr, PROVIDE ADEQUATE TEMPORARY 5UPPOKr (BRACING AND/CSR SHORING) -TO KE515T VERTICAL, LATERAL AND DYNAMIC LOAD5 IN THE ENTIRE TKIDUTAKY AREA OF THE AFFECTED 5'[KUCTURAL MEMDEK5. WHERE REQUIRED, ENGAGE A LICENSED 51 KUCTUKAL ENGINEER TO DESIGN SHORING / 6KACING 5Y5TEM5 AND JOINT OR CONNECTION DETAIL5. OPERATIONAL AND SAFETY LIMITATIONS: DO NOT CUT AND PATCH OPERATIONAL ELEMENTS 0K SAFETY RELATED COMPONENTS IN A MANNER WHICH WILL REDUCE INTENDED PERFORMANCE OK SAFETY FACTOR, OR WHICH WILL RESULT IN INCREASED MAINTENANCE OR REDUCED OPERATIONAL LIFE. VISUAL KCQUIKEMEN r5: DO NOT CUF AND PATCH WOKK INA MANNER WHICH WILL RESULT IN LESSENING OF THE AESTHETIC QUALITIES OF THE BUILDING OR SITE, OR THAT WILL KE5ULT IN VISUAL EVIDENCE OF CUT AND PATCH WORK. WHEKE KrQUIRED, EXTEND FINISH MATERIAL5 OVER. ENTIRE UNDKOKEN SURFACE AREAS AFFECTED BY CU r AND PATCH WORK, REMOVE AND REPLACE CUT AND PATCH WORK WHICH DOES NOF MEET V15UAL REQUIREMENTS. PROTECTION: PROTECT OTHER WORK DURING CUTTING AND PATCHING OPERATIONS TO PREVENT DAMAGE, PROVIDE PROTECTION OF ALL WORK FKOM ADVEK5t WEATHER CONDITIONS. WHERE OFENINGS AKE CREATED IN KOOF OR EXTERIOR WALLS, PROVIDE TEMPORARY ENCL05UKE OF SUCH OPENING5 ON A DAILY DA -915, AND WHENEVER ADVERSE WEATHER THKEATEN5 OR EXISTS. DEMOLISH ALL EXISTING FLOCKING MATERIAL AS REQUIRED FR.O AREAS Of RENOVATION. LEVEL ALL FLOOK AREA5 THROUGHOUT HOUSE AND PKEP. TO RECEIVE NEW FLOORING MATERIAL. DIMENSION PLAN NOTES 1. WRITTEN DIMENSIONS GOVERN. THE BUILDER SHALL VERIFY ALL DIMENSIONS AND NOTIFY THE DE51GN PROFESSIONAL IN TI -IE EVENT OF ANY CONFLICT PKIOK TO PROCEEDING WITH THE WORK. 2. DO NOT SCALE THE DKAWING5 TO OBTAIN REQUIRED DIMENSION5. 3. TYPICAL DIMENSIONS ARE TO THE FACE OF CMU WALLS AND OUT5IDE FACE OF 5TUD5, UNLESS OTHERWISE NOTED. 4. ANGLED WALLS ARE 45 DEGREES, UNLE55 OTHERWISE NOTED. 5. IF DIMENSIONS FOR DOOR OPENING5 AKE ADSENT, 'THEN THEY AKE EITHER CEN FEKED OK 4" AWAY FROM THE C1-05If5T CORNER, DOUDLE CHECK THE WIDTH OF THE DOOR CA51NG PROFILE5/5PECIFICATION5 TO EN5URt 'THAT DOOR OPENINGS HAVE THE PROPER CLEARANCE NEEDED FOR THE CASINGS AND ADJUST THE DOCK OPENING PLACEMENT ACCORDINGLY. DISCLAMER NOTE Fr 15 THE CONTKACTOK15Ub-CONTRACTOR5 RE5PON5151LITY TO REVIEW ALL INFORMATION CONTAINED HEREIN AND TO DE KE5PON51BLE FORTHE CONSTRUCTION STABILITY AND, ANY M15INTERPKETATION5, ERRORS, OM15510N5 OR CUSTOM CHANGE5 MISSED AND NOT REPORTED, 7 8 I H I I G I I F I E J C 111 L DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE GRAPH & ART DESIGN STUDIO AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF AN OFFICER OF GRAPH & ART DESIGN STUDIO PROJECT III FOIRMla° T DSU m 51NGLE FAMILY RESIDENCE CARFO IST 5TO fZAG E ENCL05UKE 141 COUNTRY CLUB CIRCLE SANFORD, FLORIDA 32771 �E OF F4 O �A, C �' \1�E 4 AR95195�?� 4 ' 'IED ARr- CHITECT ol ❑ PRELIM. BIDDING i� PERMIT ❑ CONSTRUCTION No. Description Date 1 Bldg. Dept Comments 10/30/17 CLIENT APPROVAL OF CONSTRUCTION DOCUMENTS Approval of these drawing.:, conft,tutes your �.rcceptance of the infornlabon contaned Iierem, Any change:, or correctien5 should be made. UFJ111g red Ink. Please, note ffiat e 11.?age, made to these dr'awulcj,� may IffCCr , design fc C5 and 5C11edule, conatructron Co5t5, and C0115tr'uction Fdledule of your prOJeCf: Date: Approved by: owner Totally Agape Inc. CARPORT STORAGE ENCLOSURE Project number 2170927 Date 09/27/2017 Drawn by E.ALDANA Checked by VICTOR TAN ©GSA"",��, �1lJ�f 1 EG3 A2�aO