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Home My WebLink About100 Hays11 CITY OF SANFORD BUILDING FIRE PREVENTION PERMIT APPLICATION Application Non � (P a � L, Documented Construction Valtle: 0 rj, ob Address: � .:-1 'r Historic District: Yes ❑ No Parcel ID: c C1--3 00—E- " 0 9 Residential Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work:i I` Plan Review Contact Person: Title: Email: ea—S- At, sc-e r- 'A s G,AzI 'C'0'0 Name Street:a o City, State Zip: Phone: Resident of property?: 1 4�5 ,sp, p+ _*&-p , ',� CorltractcDr IrlForinati®rl phone:�Namt L—L—,_ 0 w Street: / V 14/- city, 4rCity, State Zip:.0 Name: Street: City, St, Zip: Bonding Company: Address: EM State License No.: / Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR. P'ROPEWI'Y. A NO'T'ICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENDTO OBTAIN FINANCING, CON'SUL'T" WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 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 performed to meet standards of all laws regulati ng construction in this jurisdiction. I understand that a separate permit must he ,secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, eta. FBC 105.3 Shall he inscribed with the date of application and the code in effect as of that date: 5"' Edition (20:14) ,l1'lorida. Building Code Revised: Jurw 30, 2045 Permit Application PROJECT TYPE RENOVATION PLANS ADDRESS 100 HAYS DR. SANFORD, FL 32771 Z0000i BLUDING DESIGNER i (3reenlea. Design Services, Inc. RESIDENTIAL AND COMMERCIAL DESIGN 1311 W. MARVIN ST. LONGWOOD, FL 32750 (407) 462 - 4489 A RCHIrFECTURAL SYMBOLS A ABV. ABOVE E EA. EACH I I.D. INSIDE DIAMETER Q QT QUARRY TILE W W/ WITH RM. NAME -- ACT ACOUSTICAL CEILING TILE E.I.F,S. EXTERIOR INSULATION FINISH SYSTEM INCAND. INCANDESCENT DRAIWNG NO. — ® SHEET NO.--- �+ EXTERIOR ELEVATIONSFEo- W/0 WITH OUT ADJ. ADJUSTABLE E.J. EXPANSION JOINT INSUL INSULATION R R RISER W.C.O. WALL CLEAN OUT TYPE IDENTIFICATION A.F.F. ABOVE FINISHED FLOOR ELEC. ELECTRICAL R/A RETURN AIR W.C. WATER CLOSET FLOOR PLAN SCAM W . r AHU AIR HANDLING UNIT EL,ELEV. ELEVATION J JAN. JANITOR REBAR REINFORCING BAR WD. WOOD ALUM. ALUMINUM EQUIP. EQUIPMENT JST. JOIST RECEPT. RECEPTACLE WH WATER HEATER ANDD. ANODIZED EQUIV. EQUIVALENT REF. REFERENCE WT WEIGHT APPROX. APPROXIMATE ESCAL ELECTRIC WATER HEATER M MAS. MASONRY REINF. REINFORCED W.W.F. WELDED WIRE FABRIC ARCH. ARCHITECTURAL E.W.C. ESCALATOR MAT'L MATERIAL REWD REQUIRED W.W.M. WELDED WIRE MESH EXT. EXTERIOR MAX. MAXIMUM R.D. ROOF DRAIN B BD. BOARD MECH. MECHANICAL RTU ROOF TOP UNIT Y YD YARD BLDG. BUILDING F F.C.O. FLOOR CLEAN OUT MEP MECHANICAL, ELECTRICAL, PLUMBING R.M. ROOM BLK. BLOCK F.D. FLOOR DRAIN MET. METAL R.O. ROUGH OPENING BLKG. BLOCKING F.S. FLOOR SINK MFR. MANUFACTURER BM. BEAM F.E. FIRE EXTINGUISHER MIN. MINIMUM S S/A SUPPLY AIR B.F.F. BELOW FINISHED FLOOR F.E.C. FIRE EXTINGUISHER AND CABINET MISC. MISCELLANEOUS S.A.C. SUSPENDED ACOUSTICAL CEILING BOT. BOTTOM F.H.C. FIRE HOSE CABINET M.O. MASONRY OPENING SAN. SANITARY FIN. FINISH M.S.G. MANUFACTURER STANDARDS GAGE S.C. SOLID CORE C CLG. CEILING FLR. FLOOR MTD. MOUNTED S.F. SQUARE FOOT r- J. CONTROL JOINT FLOUR. FLUORESCENT SIM. SIMILAR (L CENTER UNE FTG. FOOTING N IN.I.C. NOT IN CONTRACT SPEC. SPECIFICATIONS C.O. CLEAN OUT INONCOM, NONCOMBUSTIBLE SPKLR. SPRINKLER C.M.U. CONCRETE MASONRY UNIT G GA. GAUGE N.T.S. NOT TO SCALE SQ. SQUARE COL COLUMN GALV. GALVANIZED S/S STAINLESS STEEL CONTIN. CONTINUOUS G.C. GENERAL CONTRACTOR 0 O.C. ON CENTER STRUCT, STRUCTURAL CONTR. CONTRACTOR G.F.I. GROUND FAULT INTERCEPTOR IO.D. OVERFLOW DRAIN STD. STANDARD CONIC. CONCRETE G.I. GALVANIZED IRON IO.H. DR. OVERHEAD DOOR. STL STEEL CT CERAMIC TILE OND. GROUND 0PNG. OPENING SUSP SUSPENDED CW COLD WATER GYP. GYPSUM S&R SHELF AND ROD P IPL PLATE D DBL DOUBLE H HDWD. HARDWOOD PLAM PLASTIC LAMINATE T THK. THICK DEG. DEGREE HOW HARDWARE PLAS. PLASTER T.O.S. TOP OF STEEL DEPT, DEPARTMENT H.C. HANDICAP PLYWD. PLYWOOD T.O.W. TOP OF WALL DELI- DETAIL H.S. HAND SINK PNL PANEL TRD. TREAD DIAM. DIAMETER H.M. HOLLOW METAL P.O.B. POINT OF BEGINNING TYP. TYPICAL DIM. DIMENSION HOR. HORIZONTAL POL POLISHED DOWN H.P. HIGH PONT PREFAB. PREFABRICATED U U.N.O. UNLESS NOTED OTHERWISE DR. DOOR HR. HOUR P.T. PRESSURE TREATED 'DN. DS DOWN SPOUT HT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT V V.C.T. VINYL COMPOS11ION TILE DWG. DRAWING HW HOT WATER P.S.I. POUNDS PER SQUARE INCH VERT. VERTICAL PT POINT VEST. VESTIBULE V.I.F. VERIFY IN FIELD A RCHIrFECTURAL SYMBOLS A -0m® 0 INTERIOR ELEVATIONS ® DOOR NUMBER INDICATION WALL SECTIONS i --- ROOM NUMBER RM. NAME -- ROOM NAME 4'0 94P BUILDING SECTIONS Fi 02 EXTERIOR WALL TYPES DRAIWNG NO. — ® SHEET NO.--- �+ EXTERIOR ELEVATIONSFEo- FIRE EXTIWBUISI-ER KEYNOTES # WALT. / PARTITION TYPE IDENTIFICATION 0 REVISIONS EL. &-@0' A.F.F. ELEVATION DATUM POINT REF. POINT O (— a ENLARGED DETAILS OR FLOOR PLAN FLOOR PLAN SCAM W . r DRAWING TITLE 1 ■ TITLE SHEET # REVISIONS COVERSHEET A-00 FLOOR PLANS AND ROOF FRAMING PLAN A-01 ELEVATIONS A-02 DETAILS DS -01 STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA RECORD COPY 1. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRES51VE Il. ALL LUMBER SHALL BE 02 SYP TYP. U.N.O. I. CODES: FLORIDA BUILDING CODE 2014 RESIDENTIAL STRENGTH OF 2500 P.S.I. AT 28 DAYS FOR SLAB AND FOOTINGS. ASCE -7 PROVIDE 3000 P.S.I. AT 28 DAYS FOR CONCRETE BEAMS AND 12. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS REVIEWED FOR CODE COMPLIANCE 2. DESIGN LIVE AND DEAD LOADS: COLUMNS. GRADE LUMBER HAVING A FIBER STRESS IN ACCORDANCE WITH NATIONAL --. DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. FLOOR: LL = 40 PSF DL = 15 PSF PLANS EXAMINER STAIRS: LL = 40 PSF DL = 15 PSF LA- � ? 2. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED STEEL DATE MINIMUM GRADE 60 AND IDENTIFIED IN ACCORDANCE WITH ASTM 13. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWING ARE INTENDED TO BE ROOF: PER TRUSS MANUR OR ' `y A615, A616, A611 OR A106. U.N.O. TYPICAL, AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR LL = 20 PSF DL = 15 PSF - SHINGLE NOV 51TUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT LL = 20 PSF DL = 25 PST= - TILE 3. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH A5TM DETAIL 15 SHOWN. 3. DESIGN CRITERIA FOR WIND (,ASCE - Vii) C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 WIND SPEED V,LT = 140 MPH (3 SEC. GUST) P.S.I. (F'm -- 1500 PSI)UPL MBING WIND SPEED N4 = 108 MPH I. WATER HEATER T 4 P RELIEF VALVE TO BE FULL 51ZE TO EXTERIOR WIND IMPORTANCE FACTOR = 10 4. MORTAR SHALL BE TYPE M OR 5 IN ACCORDANCE WITH ASTM C210. 2. WATER HEATER AT FLOOR LEVEL TO BE IN A PAN W/ DRAIN TO (BUILDING CATEGORY 11) SANFORD BUILDING DIVISION EXTERIOR ( W/ THERMAL EXPANSION DEVICE) WIND EXPOSURE CATEGORY = B ENCLOSED A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 5. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 LICENSE TO PROCEED WITH THE WORK AND NOT AS 3. SHOWER FIXTURES SHALL CONTAIN TEMPERATURE CONTROL VALVES. APPLICABLE INTERNAL PRESSURE AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET P.S.I. AT 28 DAYS IN ACCORDANCE W/ A5TM 01019 OR ASTM C416. 4. ALL HOSE 5I55 SHALL HAVE BACK FLOW DEVICES.ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL COEFFICIENT = +l- 0.18 ( INCLUDED CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 5. MAIN PLUMBING VENT SHALL BE 3'# MINIMUM. THE BUILDING OFFICIAL FROM THEREAFTER 6. 501L BEARING CAPACITY = 2000 PSF (MIN.) IN DESIGN WIND 'LOADS) REQUIRING A CORRECTION OF ERRORS IN PLANS, MECHANICAL COMP. 4 CLADDING DESIGN WIND PRESSURES CONSTRUCTION OR VIOLATIONS OF THIS CODE 1. FILL FOR FLOOR SLABS SHALL BE PLACED IN 12' LAYERS AND 1. DRYER VENT SHALL NOT EXCEED 25'-0" ROOF SEE FIGURES TO RIGHT ROLLED AND/OR COMPACTED TO MINIMUM FIELD DENSITY OF S% 2. ALL AIR RETURNS MUST HAVE FIRE STATS. WINDOWS AND DOORS SEE FLOOR PLAN OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY VALUE PERWALLS + 36, - 46 PSF 3. A/C UNITS SHALL HAVE A MIN. OF 4' CLEARANCE ON ALL SIDES ASTM D-1551. ,ALL FILL SHALL BE CLEAN AND FREE OF ORGANIC a c OR OTHER DELETERIOUS MATERIALS. GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD, 1 2 9 7 6 SANFORD 8. ALL MASONRY OPENINGS HAVE PRECAST HEADERS UNLESS NOTED 2. CONTRACTOR SHALL CALL ENGINEER WITH ANY QUESTIONS PRIOR To OTHERWISE. PROCEDING WITH CONSTRUCTION 9. REINFORCEMENT BAR LAP AT SPLICES U ENGB EEMG 03 TIES - 18' MIN. OTHER W.W.F. - 18' MIN. ��`y��11/ Khanh Q. Le, PE 4 BAR - 24" MIN. Florida License No. 70935 "5 BAR - 30' MIN. , Ey �, 427 Palm Gest Lane i0935 Lake Mary, F132746 $6 BAR - 36 MIN. o r Phone (407) 361-8017 Fax (407) 610-5695 #1 BAR 42' MIN. _ p*(^ 0 .r I "gym To the best of the knowledge of the Engineer or Architect I , � the plans and specifications herein comply with the 2014 Florida building code and are Signed and Sealed accordingly. NAL eVN 1 X lu EXIST. W0111. EXIST. UZ)W. EXIST. 110111. TrP. EXISTING FLOOR PLAN Ral 6 X LU EXIST. U0111. EXIST. UVW. EXIST. U0111. EXIST. WOW. EXIST. COVERED PORCH EXIST. BEAM EXIST. BEAM I VEXIST. FI TYP. PROPOSED FLOOR PLAN SCALE: 1/4" = 1-0" r� NOT 5: I. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. APPROVAL 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS 1011filaAhm ealLawam F--4 UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A FI -108602 EXTENT OF ROOF RENOVATION NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER (6) 16d (6)16d 3. HEADER STUD REQUIREMENT =WNW 1 11 2 HEADER STUDS (EACH SIDE) I'-&' TO 6'-0' AN NAILS 3 HEADER STUDS (EACH SIDE) 6'-0' TO 12'-0' C�) FL19041.1 414EADER STUDS (EACH SIDE) 12'-0* TO 181-01 T I 1.41 (6) Iod 5" 4 2 HEADER STUDS REQ. (1) FULL LENGTH STUD 0 (D 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS 144 RAPMWMM ELA7A M F2 PLI04563 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS (4) Od (4) 8d *5 160 360 4. C(D BEARING WALL NAIL PATTERN 1. PLYWOOD. (FIELD) USE 80 NAILS 0 6' O/C 0 CD 41 VOLATIES 19 F2 (EDGE) USE &P NAILS a 6' O/C T� 0 0) VAI 2. GYPSUM: (FIELD) USE 5D NAILS,* 8' O/C (EDGE) USE 5D NAILS 0 4' O/C H5 rp. ROOF NAILING PATTERN ZONE CHART (4) Sd (4) Sd 15 200 (4) ZONE I USE SO RING SHANK 6' O/C EDGES AND FIELD ZONE 2 USE So RING SHAW I&' O/C EDGES AND FIELD SPI am POLATIE ZONE 3 USE 80 RING SHANK 4' O/C EDGES AND FIELD 6. 1/21 GYPSUM CEILING: USE 50 NAILS 0 -1' O/C 1. SENCO 2 1/4' X .131 4 PASELODE 2 1/4' X OSS PNEUMATIC NAILS MAY BE USED IN LIEU OF 80 COMMON NAILS. MAILED 0 5' O.C. EDGES 4 0 10' O.C. FIELD b. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 02 SPF 0 24' OZ. UP TO 14'-0' WGT. FLI0456.11 INTERIOR LOAD BEARING WALLS ABOVE 14'-0' TO BE 2X4 02 SPF 0 16' OZ. UNLESS (6) Wd (6) led OTHERWISE NOTED. S. GABLE END SHEATHING SHALL BE NAILED WITH 8-d's 4' O/C EDGES AND 12' O/C FIELD 10. TABLE 2304.9.1, OF THE FLORIDA BUILDING CODE 2014 MD, NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. CONNECTOR SCHEDULE (6) WOW )v ANY MENTIONED STRAP MAY BE SU58TITUTED FOR EQUAL OR GREATER MODEL =AA1=M=1M 4 LOADS UPLIFT ADDITIONAL NOTESPRODUCT Ral 6 X LU EXIST. U0111. EXIST. UVW. EXIST. U0111. EXIST. WOW. EXIST. COVERED PORCH EXIST. BEAM EXIST. BEAM I VEXIST. FI TYP. PROPOSED FLOOR PLAN SCALE: 1/4" = 1-0" r� 11 if a 16' O/C W/ MAX 241 O.H. 16 APPROVAL AND A34 AT HOUSE END BC4 1011filaAhm ealLawam F--4 FI -108602 EXTENT OF ROOF RENOVATION LL (6) 16d (6)16d 2W =WNW 1 11 A5A44Z AN NAILS Ct C�) FL19041.1 n I 1.41 (6) Iod 5" 144 RAPMWMM ELA7A M F2 PLI04563 (4) Od (4) 8d *5 160 360 REMAIN TYP. VOLATIES 19 F2 VAI H5 PLI04563 (4) Sd (4) Sd 15 200 (4) 400 SPI am POLATIE F-1-104856.11 (6) led (4) kOd "D A= FA -ATE FLI0456.11 (6) Wd (6) led 890 SP4 0= FLIC456.11 (6) WOW )v 135 LIITA12 FLIVW2* (W) lod oft NAIL VALUES, RASED ON NATIONAL DESIGN SPECIFICATIONS POR 1110= r."TPL=ION F1111101 I TABLE Suft NAILS AND SPOMS - LATKIIIII LOAD MOWN VALUNG' NAIL ONFAR VALUE (IbO ad was 111 1200 16d 149 Ral 6 X LU EXIST. U0111. EXIST. UVW. EXIST. U0111. EXIST. WOW. EXIST. COVERED PORCH EXIST. BEAM EXIST. BEAM I VEXIST. FI TYP. PROPOSED FLOOR PLAN SCALE: 1/4" = 1-0" r� 11 if a 16' O/C W/ MAX 241 O.H. 16 AND A34 AT HOUSE END t z F--4 LLI EXTENT OF ROOF RENOVATION LL ]z 2X6 GABLE RAFTER =WNW 1 11 11. < Ct C�) n z 0 -VERIFY 2X4 OUTLOOKERS 11 if a 16' O/C W/ MAX 241 O.H. 16 AND A34 AT HOUSE END t z F--4 LLI EXTENT OF ROOF RENOVATION LL ]z 2X6 GABLE RAFTER =WNW 1 11 < Ct C�) n I LL -VERIFY 2X4 OUTLOOKERS 11 if a 16' O/C W/ MAX 241 O.H. 16 AND A34 AT HOUSE END t z F--4 VERIFY EXISTING MIN. LL ]z 2X6 GABLE RAFTER II II II II II II II II II II II II II II II II I -O=r- rA"v%0IA% DE i - ON SWEET 08-01 ROOF FRAMING PLAN SCALE: 1/4" 1-0" tiff Jjj 1! SIF \011 v KL ENGRqEEMG Khanh Q. Le, PE Florida License No. 70935 427 Palm Crest Lane 751 Lake Mary, F1 32746 Phone (407) 361-8017 0 Fax (407) 610-5695 To the best of the knowledge of the Engineer or Architect the plans and specifications herein comply with the 2014 DRAWING NUMBER Florida building code and are Signed and Seated accordingly. LA5�OVATI�ONPL�AN. LLi < E.. t z F--4 LL ]z < Ct C�) n I LL EXISTING ROOF MEMBERS TO REMAIN TYP. VAI II II II II II II II II II II II II II II II II I -O=r- rA"v%0IA% DE i - ON SWEET 08-01 ROOF FRAMING PLAN SCALE: 1/4" 1-0" tiff Jjj 1! SIF \011 v KL ENGRqEEMG Khanh Q. Le, PE Florida License No. 70935 427 Palm Crest Lane 751 Lake Mary, F1 32746 Phone (407) 361-8017 0 Fax (407) 610-5695 To the best of the knowledge of the Engineer or Architect the plans and specifications herein comply with the 2014 DRAWING NUMBER Florida building code and are Signed and Seated accordingly. LA5�OVATI�ONPL�AN. LLi < < t z LL ]z < Ct C�) n I Z7 < ]z < LL IIIIII[ & SEAL VIII/®/ 09as OF 4, EXISTING SCALE: 1/4" = 1-0" FRONT ELEVATION MROPMD AMIWA as � - - 00 PROPOSED FRONT ELEVATION M Xj Fg �� ... . ... ..... LU 0 �3 ink EXISTING RIGHT ELEVATION z SCALE: 1/4" = 1-0" z LU O MOPM0 AMNG flit M 0 b PROPOSED RIGHT ELEVATION SCALE: 1/4" = 1-0" siM KL ENGRUERING Khanh Q. Le, PE Florida License No. 70935 427 Palm Crest Lane '�9 Lake Mary, F132746 ($ 87 Phone (407) 361-8017 Fax (407) 610-5695 t: To the best of the knowledge of the Engineer or Architect the plans and specifications herein comply with the 2014 DRAWING NUMBER Florida building code and are Signed and Sealed accordingly. PLAN�\- < LL O in Xj Fg �� ... . ... ..... LU 0 �3 ink EXISTING RIGHT ELEVATION z SCALE: 1/4" = 1-0" z LU O MOPM0 AMNG flit M 0 b PROPOSED RIGHT ELEVATION SCALE: 1/4" = 1-0" siM KL ENGRUERING Khanh Q. Le, PE Florida License No. 70935 427 Palm Crest Lane '�9 Lake Mary, F132746 ($ 87 Phone (407) 361-8017 Fax (407) 610-5695 t: To the best of the knowledge of the Engineer or Architect the plans and specifications herein comply with the 2014 DRAWING NUMBER Florida building code and are Signed and Sealed accordingly. PLAN�\- & SEAL o or < LL O & SEAL o or 1-3/8' DIA. STL. RAFTER TYP, (2) PLACES — STL. JOIST A TYP. (3) PLACES — 1-3/8' STL. WEBS 12' O/C — E'10XX (TYPO i --LA 3' SCH. 40 STL. PIPE TYP- (2) PLACES. EXII 1-3/8' DIA. C STL. TU STL. JOI TYP, (3) PLA 1-3/8' DIA.t STL. TU 1 -3/8' DIA. STL. WEBS 12' O/C p^1va 111 a fl�WNT VIEW 1-3/8' DIA, CONT. a*i ri [mime _ 1-3/8' DIA. CONT. STL. TUBING W/ 3/8' x 3' L. SLEEVE ANCHORS 6 24' O/C TO BLOCK WALL 1-3/8' DIA. CONT. STL. TUBING W/ 3/8' x 3' L. SLEEVE ANCHORS i 24' O/C TO BLOCK WALL--; 1/2' DIA. LARGER BAR - FRAI"tIWG PLAN 1-3/8' DIA. CONT. STL. TUBING W/ 3/5' x 3' L. SLEEVE ANCHORS i 24' O/C COVER 1-3/8' DIA _STL. TUBING EIOXX (TYP.) }-s1/6 1 5D� YI�UJ Crt ��,,�,_®, NOTES: I.) ALL ROUND MEMBERS ARE SCHEDULE 40 UNLESS NOTED OTHERWISE. 2.) ALL STRUCTURAL STEEL SHALL BE MIN. A36. 3.) ALL DIAMETER5 REFER TO OUTSIDE OF MEMBER UNLESS NOTED OTHERWISE. 4.) ALL STEEL SHALL BE GALV. WITH COLD GALVANIZING PAINT AT WELDS OR PRIMED AND PAINTED WITH TWO (2) FINISH COATS. 5.) ALL STEEL - STEEL CONNECTIOS 5HALL BE FILLET WELD 6.) ALL WELDS ARE TO BE FILLET WELDS EQUAL TO THICKNESS OF MATERIAL OR 3/16' WHICHEVER 15 GREATER AND ALL AROUND UNLESS NOTED OTHERWISE. NOT.ee I.) ROOF PANEL SHALL BE ATTACHED TO THE HEADER WITH (3) EACH 108x1/2' LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2' WASHERS, ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH. 08x1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH 08x1' OF THE ABOVE SCREW TYPE AND THE ABOVE SPECIFIED RISER SCREW. '"8x9/16" TEK SCREWS ARE ALLOWED AS SUBSTITUTE FOR *Sxl/2" 5.M.S. 2.) ALL BOLTS SHALL BE MINIMUM ASTM A301. 3.) DESIGN OF SCREEN ROOM BASED ON ALUMINUM STRUCTURES DESIGN MANUAL 2014 FLORIDA BUILDING CODE 4.) ALL ALUMINUM SHALL BE MINIMUM ALUMINUM ALLOY 6063-T-5. A ATTACHED ALL W/ EVE ', l3) PLACES EXISTING ROOF MEMI EXISTING FASCIA 1-3/8' DIA, STL. TUBING 3' SCH. 40 STL. PIPE. TYP. (2) PLACES SEE BASE PLATE DETAIL VERIFY EXISTING FTG. OR INSTALL NEW UNDERPOURED 12' X 12' X 12' THK CONIC. FTG. W/ (2) 4D BARS E/Ul SEE ROOF PANEL TO CMU DETA4ILTHIS SHEET— SEE PANEL BEAM CONNECT DETAILTHIS SHE 4'0.x48'W.x00 ALUMIN. PAP EXIST. BEAM - VERIFY AS EXIST. "2 SYR D15L. 2X6 OR INSTALL VERIFY PT 4X4 POST W/ 5C1 (2) H5 AT TOP AND A5Z4- 50TTOM 2 x 6' L. CORROSION RESISTANT DECK SCREWS W/I/4'x1-1/2'5.5. NEOPRENE WASHERS it 12' O/C ROOF PANEL TO BEAM FLASHING SEALANT ALUMINUM PANEL PER PLAN 1/4' X 1-1/2' TAPCONS 24' O/C, (2) ROWS STAGGERED 4' x 4' ALUMIN. BOX HEADER BEAM 4' D. x48 W. x 0230' PER PLAN ALUMIN. PANEL PANEL TO BEAM CONNECTION SCALE: N.T.S GF w8 x I/2' SM.S, (3) PAN BOTTOM t (1) 6 RISER (TOP) VERIFY EXIST. CONIC. PAD 12' OR THICKNESS AND 12' SQUARI 08 x 1/2' S.M.S. SPACED UNDERPOUR AS REQ'D TO ACI- ■ 8' O/C BOTH SIDES 12'X12'XI2' THK CONC. PAD ROOF PANEL TO CMU DETAIL SCALE: N.T.S CONTRACTOR USE ANY OF MENTIONED CONNECtORB SP4, SP2 OR H5 H5 TYP. FOR ROOF MEMBER TO DBL. TOP PLATE CONNECTION DOUBLE TOP PLATE PT 1/1' CDX PLYWOOD EXTERIOR SHEATHING NAILED W/ 8d GALV. • 6' O/C EDGES 4 6'0/C FIELD WHEN ATTACHING TO M BLOCK: 2X P.T. WALL STUD W1(3)1/2' DIA ANCHOR BOLTS TO BLOCK W/ 4 -► I/1' MIN. EMBED. (ALTERNATE -MN ASTM A36 1/2' THREADED ROD FITTED INTO V DIA HOLE BLOWN CLEAN W/ 41/1' EMBED. W/ SIMPSON SET -PAC EPDXY.J WHEN ATTACHING TO FRAME: 2X P.T. WALL STUD W/ (4) 3/8' X 5' LAG BOLTS t0 EXT. FRAME )'X8' A4$. 21' O/C EMBED 6' MIN. INTO FIND. (ALTERNATE -MIN ASTM A36 1/2' THREADED ROD FITTED INTO V DIA HOLE ISLOWN CLEAN W/ 6' EMBEDMENT W/ SIMPSON SET -PAC EPDXY. SP4, SPI OR H4 CONTRACTOR USE ANY OF MENTIONED CONNECTORS 2x PT BOTTOM PLATE �\ TYP. FRA1'ANlW +CONNECTIONS FOR OPENINGS v 's 4' 11/16' DIA HOLES TYP. TO RECEIVE 5/8' EPDXY ANCHORS W/ 6' MIN EMEBBED. DRILL 3/4' DIA. HOLES IN a, O CONC,, BRUSH AND BLOW HOLES CLEAN PRIOR TO ANCHOR INSTALL g W/ SIMPSON SET EPDXY OR EQUIV. BASE PLATT= 3/8' THK (D3BASE PLATE DETAIL TYP. FASCIA 4 SOFFIT DETAIL EXISTING ROOF EXISTING ROOF PITCH - CONTRACTOR TO VERIFY FOR ANGLE OF SUB -FASCIA MTL. DRIP CAP P.T. ALUMINUM SOFFIT PER MAN. SPECIFICATIONS SECTION AT 1"T PORC - CONT. SEALANT TYP. FLASHING VERIFY SHINGLESMOVER 15• FELT OVER 1/2' PLYWOOD FASTENED TO FRAMING W/ Sd RING SHANK NAIL'S 6' O/C EDGE AND FIELD 115 TYP. DBL. 2X TOP PLATE AS REQ'D. (STAGGER JOINTS 4'-0' MIN. W/ H5, SP4 OR SK a EA. STUD) 02 SYP 2X4 RAFTERS 16' O/C MAX PT 01 SYP 2X LEDGER W/ 1/4' X 2-3/4' TAPCONS 12' O/C, (2) ROWS STAGGERED 2X BLOCKING MID -SPAN EXIST. CMU WALL VINYL SIDING OVER 15+FELT OR APPROVED HOUSE WRAP OVER 1/2' PLYWOOD PT 02 SYP 2X4 STUDS 16' O/C H4, SPI OR SP4 TYP EA STUD TO BOTT. PLATE CONN. 2X BOTT. PLATE P.T. W/ 1/2' EXPANSION ANCHOR W1 5' MIN. EMBEDMENT AT 32' O/C AND 6' FROM ENDS GRADE VERIFY EXISTING FTG. OR INSTALL - NEW UNDERPOURED 16' W. X 16' D. MONO. FTG. W/ (2) 45 ARS *} ENONEERING \\\ � `L Khanh Q. Le, PE �1 A" 427 Palm Crest Lane-� Lake Mary, F132746 °e87'A '/ ER Fax (407) 610-5695To the best of the or 1 DRAWING NUMBER c with NA L �'11 the plans and specifications ecifihe at onsherein come ply he 2014 P P PY 1 Florida building code and are Signed and Sealed accordingly. ENOVATION PLAN (2) 2x4 MIN. W/ 1/2' CDX FLITCH C� SIMPSON LStAl2 W/ (14)-10d �l NAILS a BOTTOM OF HEADER HEADER STUDS FULL LENGTH WALL STUDS LTT205 TYP. EA JL OPENING SIDE JL a 11 L DOUBLE TOP PLATE PT 1/1' CDX PLYWOOD EXTERIOR SHEATHING NAILED W/ 8d GALV. • 6' O/C EDGES 4 6'0/C FIELD WHEN ATTACHING TO M BLOCK: 2X P.T. WALL STUD W1(3)1/2' DIA ANCHOR BOLTS TO BLOCK W/ 4 -► I/1' MIN. EMBED. (ALTERNATE -MN ASTM A36 1/2' THREADED ROD FITTED INTO V DIA HOLE BLOWN CLEAN W/ 41/1' EMBED. W/ SIMPSON SET -PAC EPDXY.J WHEN ATTACHING TO FRAME: 2X P.T. WALL STUD W/ (4) 3/8' X 5' LAG BOLTS t0 EXT. FRAME )'X8' A4$. 21' O/C EMBED 6' MIN. INTO FIND. (ALTERNATE -MIN ASTM A36 1/2' THREADED ROD FITTED INTO V DIA HOLE ISLOWN CLEAN W/ 6' EMBEDMENT W/ SIMPSON SET -PAC EPDXY. SP4, SPI OR H4 CONTRACTOR USE ANY OF MENTIONED CONNECTORS 2x PT BOTTOM PLATE �\ TYP. FRA1'ANlW +CONNECTIONS FOR OPENINGS v 's 4' 11/16' DIA HOLES TYP. TO RECEIVE 5/8' EPDXY ANCHORS W/ 6' MIN EMEBBED. DRILL 3/4' DIA. HOLES IN a, O CONC,, BRUSH AND BLOW HOLES CLEAN PRIOR TO ANCHOR INSTALL g W/ SIMPSON SET EPDXY OR EQUIV. BASE PLATT= 3/8' THK (D3BASE PLATE DETAIL TYP. FASCIA 4 SOFFIT DETAIL EXISTING ROOF EXISTING ROOF PITCH - CONTRACTOR TO VERIFY FOR ANGLE OF SUB -FASCIA MTL. DRIP CAP P.T. ALUMINUM SOFFIT PER MAN. SPECIFICATIONS SECTION AT 1"T PORC - CONT. SEALANT TYP. FLASHING VERIFY SHINGLESMOVER 15• FELT OVER 1/2' PLYWOOD FASTENED TO FRAMING W/ Sd RING SHANK NAIL'S 6' O/C EDGE AND FIELD 115 TYP. DBL. 2X TOP PLATE AS REQ'D. (STAGGER JOINTS 4'-0' MIN. W/ H5, SP4 OR SK a EA. STUD) 02 SYP 2X4 RAFTERS 16' O/C MAX PT 01 SYP 2X LEDGER W/ 1/4' X 2-3/4' TAPCONS 12' O/C, (2) ROWS STAGGERED 2X BLOCKING MID -SPAN EXIST. CMU WALL VINYL SIDING OVER 15+FELT OR APPROVED HOUSE WRAP OVER 1/2' PLYWOOD PT 02 SYP 2X4 STUDS 16' O/C H4, SPI OR SP4 TYP EA STUD TO BOTT. PLATE CONN. 2X BOTT. PLATE P.T. W/ 1/2' EXPANSION ANCHOR W1 5' MIN. EMBEDMENT AT 32' O/C AND 6' FROM ENDS GRADE VERIFY EXISTING FTG. OR INSTALL - NEW UNDERPOURED 16' W. X 16' D. MONO. FTG. W/ (2) 45 ARS LU 2:12 MIN. H EXIST. SLAB ° .°. ° dd' '• 000 a 4 '° r • •• y m r. .EXIST. POUTING - 3 SECTION AT WATER NEATER ENCLOSURE 1/2'■r-m' SIG *} ENONEERING \\\ � `L Khanh Q. Le, PE �1 A" 427 Palm Crest Lane-� Lake Mary, F132746 °e87'A '/ Phone(407)36t-8017 Fax (407) 610-5695To the best of the or 1 DRAWING NUMBER c with NA L �'11 the plans and specifications ecifihe at onsherein come ply he 2014 P P PY 1 Florida building code and are Signed and Sealed accordingly. ENOVATION PLAN LU 2:12 MIN. H EXIST. SLAB ° .°. ° dd' '• 000 a 4 '° r • •• y m r. .EXIST. POUTING - 3 SECTION AT WATER NEATER ENCLOSURE 1/2'■r-m' SIG *} ENONEERING \\\ � `L Khanh Q. Le, PE Florida License No. 70935 A" 427 Palm Crest Lane-� Lake Mary, F132746 °e87'A '/ Phone(407)36t-8017 Fax (407) 610-5695To the best of the or 1 DRAWING NUMBER c with NA L �'11 the plans and specifications ecifihe at onsherein come ply he 2014 P P PY 1 Florida building code and are Signed and Sealed accordingly. ENOVATION PLAN N & SEAL I 9 ,T� FO _ p'��•gy�p, 0 r co CCA C� �l N & SEAL I 9 ,T� FO _ p'��•gy�p, 0