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Home My WebLink About401 W Seminole Blvd 68 09-121;�� F!e,-tri.:al ❑ Nle+:nameai ❑ Plumbing ❑ Fire Spr.nkler Alarnl ❑ Pool ❑ SIim ❑ Permit T }pea ut r tr. Electrical: �ctl Seri ice - _ Ilf Ati1PS ilechanical: R6,1d kill ❑ \tin- Residenlid! ❑ Plumhin,.v Nell Commercial: = of Fixtures Addition .Alteration ❑ Change of Ser\ ice ❑ T; nmpiirar. Pole ❑ Rd rl tc-,mcn[ ❑ :\;;n ❑ i Duct Lx, out & Enerw Cal,;. R; quir;.d l = of \\ arer & Seurr Lines_- = of Gas Lmcs Phrmbim; tie %r Residential: = of `.Letter Cloiets ______ Oecupanc% Tcpe- Re�,idemial ❑ Cent ercisJ. ltuiustnal ❑ Plumhing Repair - Residential ❑ Commercial ❑ Occupant} Use Group(s): . par = of Duelling Units: Flood Zone. i FE.MA form required 1 Construction T� pt-: m of Stories: - ,.. ...... .............. ............................... `� T` -. I SG�i' ✓'� C 0 S Contractor: Opt 5 •Property :address: / ZL tJ i Phone: _ E -mail: Phone:Y % Ss 9� `7�6' �6te License dumber: COIL -57 � Bonding Compani : �Iortea;e Lender: ��j "- Address- Address Architecti'Engincer: Phone: �le7 %2t✓' - if, _,97 R- Fas: VO .2 ` yD i lb� Address, i yf7/ if/ �avtcir+ ` - � ,._ .., Phone. z- kom_ -� E-mail: Plan Re %iet-, Contact Person: � — OAV- , _7VI& Applid atiun 1y hercbq made to Obtam a permit w do the curt and installations as indicated. I ceriitj that no xatk or installation has commenced prior to the issuance, a per and that 111 .vork tr ill be perfi rnied to meat standards of all laws regula[ing construction tit thu jurisdi tuna l understand that a sepantt permit must be secured fort . ECTR %%ill e pe PL! \ml%G. SIGNS. WELI S. POOLS. FUR N ACES. BOILERS. HEATERS. TAXES. and AIR CONDITIONERS. etc Ok%Ni R'S AFFID.A\T -I I xmn that all of the foresoime mtimnannn is accurate and that all ttoik wdl he dune in compliance with all applicable lacss reg *[dating constniction and zoning t\:\RXIXG TO O`.,ZER. Ytil.lt FAILLRL to RECORD A \IOIKE OF CU \1\IE\CE \IENI MAY R)_SL;LT lX YOUR P:\1'1`G T\\10E FOR I \IPRO \'E \TEXTS TO 1`nLR PRt7PERIi'. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST IXSPF.0 °TIO� IF YOC INTEND Tr -s t�BTA1X Fiti: \�CI`:G. CONSL LT %k ITH YOi R LENDER OR AN AFTORNF.l BEFORE PFCORDING lYN:R NOT[CE OF ('O\t\IEdCE \IFd T tJ TIC E. In addtuon to Ilia reyuirenicnts of this tximit. there ma+ be additional restnctlons applicable to this pioperr. that ma_. be found in the public records of this count-. and Chere ma:. I•e additional pennts required from other goeernmental entities such as •.ratcr management districts. state agencies, or federal agencies �i eptanee of pennri is %enrication that 1 .sill noun the Otsner of die prupen•..rf die egmresncnt. of Flouda Iron Law FS _1i3 Signature at L ontracair sen; Date SLinlnlre Ot O0.'ntt \gent - Pry tt'y'�t get -lnetlt i NalllB -- _--`- ".- - -_ tilenature orN star. -State of Florid% - - - -- Date Ottner Arent lb ✓ I'ers, nett; ltnc.dn tv lle ,�r P;rodnced !D _ \PI'Rrle,. \ {_j T_iJXiXG— LTiL. —_FD special C Ondaloll,' Rer 0" u- Pnr ontnctor agent -i Name x \itt49iifllflljttr to �WU p °�h111S.SiQ °O .O'f Signatureofdotar . -State .lfFlorida Date _� °•�G� ber2,;, ;P °`�0 °,0 `P° m o N ° ®ems o ,9DD 607605 'oe 97- :/e2 O�dedtbO ° S. L oilinctor \dealt l5 Pet ionall:. knort n to ale it rr A� °obycUndec:,�e. �pQ= Produced ID TAT E.�klrte, BL.DL; � I OD. RECEIVE® CITY OF SANFORD*PERMIT APPLICATION ' 'IT 0 2008 / `�� _ -e �r4�, t_J: Submittal Date: _ _ - _ n Job address; 1 .'��° / l &Afkf— 605 Parcel [D: ^ -7 Historic District: _Square Footage: — — Description of Mork: . ................. ............. • . .................................. . Permit T }pea ut r tr. Electrical: �ctl Seri ice - _ Ilf Ati1PS ilechanical: R6,1d kill ❑ \tin- Residenlid! ❑ Plumhin,.v Nell Commercial: = of Fixtures Addition .Alteration ❑ Change of Ser\ ice ❑ T; nmpiirar. Pole ❑ Rd rl tc-,mcn[ ❑ :\;;n ❑ i Duct Lx, out & Enerw Cal,;. R; quir;.d l = of \\ arer & Seurr Lines_- = of Gas Lmcs Phrmbim; tie %r Residential: = of `.Letter Cloiets ______ Oecupanc% Tcpe- Re�,idemial ❑ Cent ercisJ. ltuiustnal ❑ Plumhing Repair - Residential ❑ Commercial ❑ Occupant} Use Group(s): . par = of Duelling Units: Flood Zone. i FE.MA form required 1 Construction T� pt-: m of Stories: - ,.. ...... .............. ............................... `� T` -. I SG�i' ✓'� C 0 S Contractor: Opt 5 •Property :address: / ZL tJ i Phone: _ E -mail: Phone:Y % Ss 9� `7�6' �6te License dumber: COIL -57 � Bonding Compani : �Iortea;e Lender: ��j "- Address- Address Architecti'Engincer: Phone: �le7 %2t✓' - if, _,97 R- Fas: VO .2 ` yD i lb� Address, i yf7/ if/ �avtcir+ ` - � ,._ .., Phone. z- kom_ -� E-mail: Plan Re %iet-, Contact Person: � — OAV- , _7VI& Applid atiun 1y hercbq made to Obtam a permit w do the curt and installations as indicated. I ceriitj that no xatk or installation has commenced prior to the issuance, a per and that 111 .vork tr ill be perfi rnied to meat standards of all laws regula[ing construction tit thu jurisdi tuna l understand that a sepantt permit must be secured fort . ECTR %%ill e pe PL! \ml%G. SIGNS. WELI S. POOLS. FUR N ACES. BOILERS. HEATERS. TAXES. and AIR CONDITIONERS. etc Ok%Ni R'S AFFID.A\T -I I xmn that all of the foresoime mtimnannn is accurate and that all ttoik wdl he dune in compliance with all applicable lacss reg *[dating constniction and zoning t\:\RXIXG TO O`.,ZER. Ytil.lt FAILLRL to RECORD A \IOIKE OF CU \1\IE\CE \IENI MAY R)_SL;LT lX YOUR P:\1'1`G T\\10E FOR I \IPRO \'E \TEXTS TO 1`nLR PRt7PERIi'. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST IXSPF.0 °TIO� IF YOC INTEND Tr -s t�BTA1X Fiti: \�CI`:G. CONSL LT %k ITH YOi R LENDER OR AN AFTORNF.l BEFORE PFCORDING lYN:R NOT[CE OF ('O\t\IEdCE \IFd T tJ TIC E. In addtuon to Ilia reyuirenicnts of this tximit. there ma+ be additional restnctlons applicable to this pioperr. that ma_. be found in the public records of this count-. and Chere ma:. I•e additional pennts required from other goeernmental entities such as •.ratcr management districts. state agencies, or federal agencies �i eptanee of pennri is %enrication that 1 .sill noun the Otsner of die prupen•..rf die egmresncnt. of Flouda Iron Law FS _1i3 Signature at L ontracair sen; Date SLinlnlre Ot O0.'ntt \gent - Pry tt'y'�t get -lnetlt i NalllB -- _--`- ".- - -_ tilenature orN star. -State of Florid% - - - -- Date Ottner Arent lb ✓ I'ers, nett; ltnc.dn tv lle ,�r P;rodnced !D _ \PI'Rrle,. \ {_j T_iJXiXG— LTiL. —_FD special C Ondaloll,' Rer 0" u- Pnr ontnctor agent -i Name x \itt49iifllflljttr to �WU p °�h111S.SiQ °O .O'f Signatureofdotar . -State .lfFlorida Date _� °•�G� ber2,;, ;P °`�0 °,0 `P° m o N ° ®ems o ,9DD 607605 'oe 97- :/e2 O�dedtbO ° S. L oilinctor \dealt l5 Pet ionall:. knort n to ale it rr A� °obycUndec:,�e. �pQ= Produced ID TAT E.�klrte, BL.DL; � I OD. October 17, 2008 City of Sanford Building Division 300 N. Park Ave Sanford, FL 32771 A R C H I T E C T S e esign oup Inc. Penco Sailpointe Apartments Exterior Renovations 401 W. Seminole Blvd. Response Letter In reference to the following rejected items: Item 1- Cement plaster shall meet the requirements of the FBC Section 2512 and ASTM C 926. Cement plaster on lath shall be a minimum of 7/8 thick and shall be applied in 3 coats per ASTM C 926. The application of the lath and paper shall comply with ASTM C 1063. Please specify the proper type of lath and the specific attachment to the structure. Response- Cement plaster and lath has been revised to be in compliance with ASTM C 926 and ASTM C 1063. See A1. Item 2 - A galvanized or corrosion resistant weep screed with a ininimum vertical attachment flange of 3 %2 inches is required. The weather resistant barrier shall lap the weep screed. The screed is located at the foundation plate. Refer to FBC 2512.1.2. Provide detail. Response- A weep screed has been provided at the foundation plate. See A2. Item 3 - Provide a 6 inch termite inspection space between the exterior wall covering and the final earth grade per FBC 1403.8. A 4 inch space is required at concrete slabs unless the area under the slabs is termite treated. See the exceptions under 1403.8. Please correct details and building elevations. Response- A 6 inch termite inspection space has been provided. See A3. Item 4- Specify washer size for embedded bolts. Response- Embedded bolts are to have a 1/8" x 2" diameter washer. See A4 on sheets 3 and 4. If you have any questions, please contact me at 407 - 774 -6078. Sincerely, OCT James Cantwel! Florida Architect #12709 1441 N. Ronald Reagan Blvd. • Longwood, FL 32750 • Phone: (407) 774 -6078 • Fax: (407) 774 -4078 AA0003325 www.abdesign-roup.com SAI POINTE AT LAKE MONROE Apartments EXTERIOR REPAIRS 401 W SEMINOLE BLVD SANFORC>, FL.ORI1DA 32771 Tel= (407) 322 -1051 SCOPE OF WORK: - REPAIR 4 REMOVAL OF DAMAGED STRUCTURAL FRAMING DUE TO WATER 4 TERMITE DAMAGE SITE MAP OFFICM a y • STATE OF FLORIDA UP101UN UmiLAIA: ABBREVIATIONS REVISIONS CERTIFIED BUILDING CONTRACTOR: •FLORIDA BUILDING CODE (FBC) EXISTING ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION INDEX OF DRAWINGS BUILDING 2004 A/C AIR CONDITIONING LUM. LUMINOUS AD]. ADIUSTABLE M.C. MEDICINECAOB.TT • 2004 FLORIDA FIRE PREVENTION CODE ALT. ALTERNATE MFR MANUFACTURER PENCO CONSTRUCTION CO. OF ORLANDO, INC. -NATIONAL ELECTRICAL CODE (NEC) - 2005 EDITION AMP. AMPERAGE MIN. MINIMUM SHEET # DESCRIPTION BD. BOARD MTD- MOUNT PD 1730, SOUTH BUMBY AVE. -ALL LOCAL AND STATE CODES CL CENTERLINE Mm METAL ORLANDO, FLORIDA 32806 CAB. CABINET N.T.S. NOTTOSCALE • OCCUPANCY — RESIDENTIAL, GROUP CLG. CEILING O.C. ON CENTER Tel: (407) 898 -9896 c1.R. CLEAR PL PROPERTY LING • R2 CONSTRUCTION TYPE - V -B CONC. CONCR ETE P.B. PUSH BUTION Pg. 1 - COVER SHEET / LOCATION MAP Fax: (407) 898 -7898 • MIN. INTERIOR FINISH - CLASS -B CPT. CARPET PH. PHONE C.T. CERAMIC TILE PLT. PL P g' 2 - GENERAL NOTES/ FRAMING NOTES ATE • BASIC WIND SPEED — 120 MPH M S D. DRYER PLYWD. PLYWOOD �) DBL DOUBLE PR. PAIR Pg. 3 - 2 -STORY CROSS SECTIONS D.G. DUAL GLAZED P.T. PRESSURETREATED Pg. 4 - 3 -STORY CROSS SECTIONS ..,� DIA DIAMETER R. RISER r k,y� „t�I DIM. DIMENSION RAD. RADIUS Pg. 5 - FRAMING DETAILS - A, DISP. DISPOSAL R.A.G. RG7URN AIR GRILL - SPECIFIC PARAMETERS FROM FBC 2004 RESIDENTIAL DR. DDOOR REF. REFRIGERATOR • STATE OF FLORIDA USED FOR DESIGN INCLUDE: D5. DOWNSPOUT RM. ROOM DTL DETAIL R.O. ROUGH OPENING ARCHITECT: •CONCRETE MASONRY RESIDENTIAL CONSTRUCTION FOR HIGH WIND D.W. DISHWASHER S.D. SMOKE DETECIOR s II J • WOOD FRAME CONSTRUCTION FOR ONE & TWO FAMILY DWELLING EA. EACH S.H. SINGLE HUNG • AMERICAN SOCIETY OF CIVIL ENGINEERS 7 -02 ELEV. GCCVATION SHT. SHEET r ,1 JAMES CANTWELL ( ) EQ. EQUAL SHTHG. SHEATHING 4`+ •, !Z AR NO. 12079 EXH. EXHAUST SFTWR SHOWER Nli GGG F.Gj F.GJ EXTERIOR S SIMILAR ` F %. FIXED GLASS SL L SLIDING `Ll U P.G. FUEL GAS SLGL SLIDING GLASS FIN. FINISH STD. STANDARD FLR. FLOOR SWS SHEAR WALL FLUOR FLUORESCENT SECTION FR. DR. FRENCH DOOR TEMP. THICK ED GLASS A.B. DESIGN GROUP, INC. rrc. FOOTING THK. THICK 1441, NORTH RONALD REAGAN BLVD. GA GAUGE RBA T.O.P. TOP OF CURD GAR. DISP. GARBAGE DISPOSAL T.O.P. TOP OF PLATE t LONGWOOD, FLORIDA 32750 G.F.I. GROUNDFAULTCIRCUIT MOS. Tor OF SLAB INTERRUPTER TYP. TYPICAL L Tel: (407) 774 -6078 Fax: (407) 774 -4078 GL GLASS U.N.O. UNLESS NOTED / GYI'. BD. GYPSUM BOARD OTHERWISE (� H.O. HOSE BIB V.P. VAPOR PROOT ® • H.C. HOLLOW CORE W. WASHER•II /�G� HDR HEADER ADER W/ WITH HOT. OR Hi HEIGHT WD. WOOD INSUL INSULATION WDW. WINDOW INIL INTERIOR W/H WATER HEATER W.I. WROUGHT IRON A R C H IT E C TS Design Grou .2. 1441 N. RONALD REAGAN BLVD. LONGWBOD, FL32750 PH: 407- 7746078 FAX407- 7744078 www.•bEes pgO p— AA Y: 0003325 STATE OF FLORIDA JAMES CANTWELL AR NO 12079 PR,O.TECT* 1302.000 TASKw 00003 ARCHITECT P I IS COVER SHEET DATE: 9/25/08 z 1/4' ■ I' -0' 0 h OF 5 U • E-+ I� z 0 U O • U z w a i EXTERIOR REPAIR PR,O.TECT* 1302.000 TASKw 00003 ARCHITECT P I IS COVER SHEET DATE: 9/25/08 SCALE: 1/4' ■ I' -0' SHEET 1 OF 5 GENERAL NOTES TIMBER CLEAR SPAN ALL WORK DONE UNDER THIS CONTRACT SMALL BE IN COMPLIANCE WITH THE 2004 I. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND EDITION OF THE FLORIDA EXISTING BUILDING CODE (FBC). CODES MODIFICATIONS AS SPECIFIED HEREIN: T -0' TO 10' -0' A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) I. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS B. NATIONAL FOREST PRODUCTS ASSOCIATION: DBL 2 x 6 I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION A. WIND LOAD CRITERIA C. SOUTHERN PINE INSPECTION BUREAU: I. BASIC WIND SPEED 120 MPH I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER II. WIND IMPORTANCE FACTOR (IW) 1.0 D. TRUSS PLATE INSTITUTE: III. EXPOSURE CATEGORY B I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 WOOD TRUSSES (Till -2002) V. INTERNAL PRESSURE COEFFICIENT (GCPI) E. APA - THE ENGINEERED WOOD ASSOCIATION : OPEN BUILDINGS 000 1. ENGINEERED WOOD CONSTRUCTION GUIDE PARTIALLY ENCLOSED BUILDINGS .0.55 F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS ENCLOSED BUILDINGS 10.18 THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION 8301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2004 EDITION, AND CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2006 SUPPLEMENT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS 514ALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND /OR FABRICATION OF THE WORK 5. THE ARCHITECT /ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6, THE STRUCTURAL DESIGN 15 BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 1. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER J. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE -2 (MIN.) STRESS GRADE LUMBER, UNO. Fb = 1,500 PSI Fv = 115 PSI E = 1000,000 P51 STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO± RAFTERS, VERTICAL STRONGBACK5, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2004 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND /OR NUTS WHERE IN CONTACT WITH WOOD. 1. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2004- 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 1116' O5B EXPOSURE -I OR 112' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN I6' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOU5 TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8' 055 EXPOSURE-] OR 1/2' CDX PLYWOOD. 1/2' CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 7' 5UBFLOOR T 4 G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG -01 SHALL ONLY BE USED. II. WALL SHEATHING SHALL BE APA RATED _1116'055 EXPOSURE -1 OR I/2' GDX PLYWOOD SHEATHING. M. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA 514ALL BE 8 FT. SO. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER 5YP 02. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SMALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1 -1982. 16. PREFABRICATED TRU55 TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI /TPI 1 -2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 11. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER 514ALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE 'SIMPSON, STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. m QN -L W �U �w ZYa = U N� Z � (e m MIN. HEADER SPAN CHART 51NGLE 5TORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5' -4' DBL 2 x 8 5' -4' TO T -0' DBL 2 x 10 T -0' TO 10' -0' DBL 2 x 12 10' -0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5' -0' DBL 2 x 8 5' -0' TO 6' -4' DBL 2 x 10 6' -4' TO 8' -0' DBL 2 x 12 8' -0' AND OVER 2 x 12 ('1 SYP) 1116' 055 NAIL (3)]2d A TYP. 2x12 BM. /HDR. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (I'L.) UP TO 5' -0' TO 8' -0' U.N.O. 4' -II 1/2' T -II 112' AND UP NUMBER OF HEADER STUDS 110,000 OR T SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGTH STUDS 21/8' .128 110,000 AT EACH END OF HEADER 1 2 3 NAILING SCHEDULE ROOF DIAPHRAGM USE 1/16' O.S.B. OR 112' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND "8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE "8 GUN NAILS a 4' O.C. EXTERIOR SHEATHING USE 1116' O.S.B. OR 112' PLY WITH 08 RING SHANK GUN NAILS AT 6' O.G. AT PANEL SIDES AND "8 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND #5 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS 51ZE HEAD LENGTH DIA. TENSILE STR. 8d ROUND,MODIFIED 11/8' .113 110,000 OR T a IOd ROUNDMODIFIED 21/8' .128 110,000 OR T NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION I. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT 9 OPENINGS "8 RING SHANK GUN NAILS v 12' O.C. IN FIELD TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS v N a zi Ui QI si Z ro ' TOP . HOT TOM EDGE5 A R C H IT E C T S Design Grou I.G. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407. 774£078 FAX407- 774-4078 _bdesigngm rLwm AA /: GM3325 STATE OF FLORIDA JAMES CANTWELL AR NO 12079 RAJECT# 1302.000 TASK* 00003 DATE: 9/2$/0$ SCALE: I/4' ■ I' -0' SHEET 2 of 5 z O F U a U) z O O e U z W a t/"'C IVL.O T EXTERIOR REPAIR RAJECT# 1302.000 TASK* 00003 DATE: 9/2$/0$ SCALE: I/4' ■ I' -0' SHEET 2 of 5 -1/16" O.S.B. OR 2 ", (_DX APPROVED BUILDING WRAP GRADE "D" FELT PAPER BACK MTL. LATH -1/8" TEXTURED FINISH @ WOOD FOUNDATION SILL SCREED SILL SCREED DETAIL Cap WOOD TO O SLAB CONNECTION SCALE: 1 1/2'=P-0- 2X SPF DBL TOP PLATE IT -O" 2ND FLR. BF-G. NGT. Ya" THICK, 3 COAT CEMENT PLASTER PER ASTM C 926 OVER GRADE 'D' FELT — PAPER BACKED METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER PER ASTM C 1063 r 0-5.5. SHEATHING OR 2' CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET 2 9' -0" 2ND FIN. FLR. �L V -0' IST FLR. BRG. NGT. SECURE IST FLR STUDS TO 2ND FLR STUDS WITH SIMPSON MSTA -36 a 32' SECURE P.T. ST. PLATE TO SLAB W/ 2 "xS' THREADED ROD W /Ya'X2' DIA. WASHER SET IN SIMPSON NIGH STRENGTH EPDXY W/ 2' WASHER W /6" MIN. EMBEDMENT a V FROM ____\ CORNERS OR OPENINGS 4 32' O.C. MAX. PRE -ENG'D ROOF TRUSS (EXISTING) 5 /a" GYPSUM BOARD OR Y2' HIGH STRENGTH CLG. BIRD SECURE STUDS TO PRE -ENG'D ROOF TRUSSES W /SIMPSON MTS -12 Y4' T4G SUBFLOOR GLUED 4 NAILED AS PER NAILING SCHEDULE PRE -ENG'D FLR TRUSS (EXISTING) 5/a" GYPSUM BOARD OR Y2' HIGH STRENGTH GLG. BIRD R -II BATT INSULATION 2x SPF STUDS a 16' O.G. MAX 2x4 P.T. BT. PLATE LATHING- ,ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE SPACED NOT MORE THAN 6' (152 mm) APART, 4 SIDE LAPS SHALL BE SECURED TO SUPPORTS 4 BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED V (229 mm) INTERVALS. *METAL 4 WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4d GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/4' (19 mm) 4 BENT OVER TO ENGAGE NOT LESS THAN 3 STRANDS OF LATH. T x a FOUNDATION SILL ° ROVIDE 6' TERMITE INSPECTION SPACE SCREED 2 4 BETWEEN THE EXTERIOR WALL COVERING AND THE FINAL EARTH GRADE PER FBC EXISTING FOOTER 403.5. A 4" SPACE IS REQUIRED AT 4 SLAB A CONCRETE SLABS UNLESS THE AREA UNDER THE SLABS IS TERMITE TREATED. 3 SEE THE EXCEPTIONS UNDER 1403.8. 2 —STORY WALL SECTION W/O WINDOWS OR OPENINGS L SCALE: 3/4' =I' -0' -ALL HEIGHTS ARE FOR REFERENCE ONLY PRE -ENG'D ROOF TRUSS 2X SPF DBL TOP PLATE IT -O' 2ND FLR. BRG. NGT. THICK, 3 COAT CEMENT V 5/8" GYPSUM BOARD OR Y2" PLASTER PER ASTM C 926 HIGH STRENGTH GLG. BRD OVER GRADE 'D" FELT SECURE STUDS TO PAPER BACKED METAL PRE -ENG'D ROOF TRUSSES LATH OVER APPROVED �— W /SIMPSON MT5-12 HOUSE WRAP OR GRADE "D" FELT PAPER PER ASTM C I SECURE IST FLR STUDS TO 1063 2ND FLR STUDS WITH O S E T O 2' SIMPSON MSTA -36 a 32' .B CDX PLYWOOD. 1 O.C. ATTACHED PER NAILING Y4' T4G SUBFLOOR GLUED 4 SCHEDULE ON SHEET 2 NAILED AS PER NAILING SCHEDULE 9' -O' 2ND FIN- FLR. U V -0" IST FLR. F�� W BRG. NGT. _L MO EIVGO EXTERIOR 4 ' � PRE -ENG'D FLR TRUSS (EXISTING) SECURE P.T. BT. PLATE TO 5 /a" GYPSUM BOARD OR Y2" SLAB W/ 2'x9' THREADED HIGH STRENGTH GLG. BIRD ROD W/ya'X2' DIA. WASHER SET IN SIMPSON NIGH R -11 BATT INSULATION STRENGTH EPDXY W/ 2' WASHER W /6' MIN. 2x SPF STUDS a 16" O.C. EMBEDMENT a .5" FROM , MAX CORNERS OR OPENINGS 4 nr- IMAV 2x4 P.T. ST. PLATE FOUNDATION SILL PROVIDE 6' TERMITE INSPECTION SPACE SCREED 2 4 BETWEEN THE EXTERIOR WALL COVERING EXISTING FOOTER AND THE FINAL EARTH GRADE PER FBC 4 SLAB 1403.5. A 4' SPACE IS REQUIRED AT A CONCRETE SLABS UNLESS THE AREA 3 UNDER THE SLABS IS TERMITE TREATED. SEE THE EXCEPTIONS UNDER 1403.5. 2—STORY WALL SEC O (D__51ZALE: /WINDOWS & OPENINGS 3/4' =1' -O' 'ALL HEIGHTS ARE FOR REFERENCE ONLY A R C H IT E C T S Design Grou 1... 1441 N. RONALD REAGAN ELW1. LONGWGOD, FL 32750 PH: 407 - 7746078 FAX407- 7744078 www."bd""Ig"gm p— AA 1:0003325 ARCHITECT STATE OF FLORIDA JAMES CANTWELL AR NO 12079 PROJECT# 1302.000 TASK* 00003 ARCHTECT: STATE OF FLORIDA oo- dz 2 —°S ORY CROSS SECTIONS DATE: 9/25/08 z I/4' ■ I' -0' O E- OF 5 E- U) z O U O • U z W a MO EIVGO EXTERIOR REPAIR PROJECT# 1302.000 TASK* 00003 ARCHTECT: STATE OF FLORIDA oo- dz 2 —°S ORY CROSS SECTIONS DATE: 9/25/08 SCALE: I/4' ■ I' -0' SHEET 3 OF 5 26' -0" 3RD FLR. BRG. HGT. 2X SPF DBL TOP PLATE SECURE 2ND FLR STUDS TO 3RD FLR STUDS WITH SIMPSON M5TA -36 o 32' O.C. 18' -0' 3RD FIN. FLR. — IT -0' 2ND FLR_ IV BRG. HGT- rlii. — %' THICK, 3 COAT CEMENT PLASTER PER ASTM C S26 OVER GRADE 'D' FELT PAPER BACKED METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'C FELT PAPER PER ASTM C 1063 TO 2ND FLR STUDS WITH SIMP50N MSTA -36 o 32' O.G. S' -0" 2ND FIN. FLR. _ V -0" IST FLR. BRG. HGT. — SECURE P ..T. BT. PLATE TO SLAB W/ 2 "x5" THREADED ROD W /Ya "X2' DIA. WASHER SET IN SIMPSON HIGH STRENGTH EPDXY W/ 2" WASHER W 16' MIN. EMBEDMENT 0 8' FROM CORNERS OR OPENINGS 8 32' O.C. MAX. we PRE -ENG'D ROOF (EXISTING) 111(o" O.S.B. OR z" CDX APPROVED BUILDING WRAP GRADE "D" FELT PAPER BAG< MTL. LATH ` 1/8" TEXTURED FINISH o WOOD ZK FOUNDATION SILL SCREED 26' -0' 3RD FLR. BRG. HGT. SILL SCREED DETAIL (E WOOD TO n SLAB CONNECTION 5/a" GYPSUM BOARD OR y" HIGH STRENGTH CLG. BIRD SECURE STUDS TO PRE -ENG'D ROOF TRUSSES W /SIMPSON MTS -12 SCALE: 11/2'=]'-O' PRE -ENG'D FLR TRUSS (EXISTING) 5 /a" GYPSUM BOARD OR Y2" HIGH STRENGTH CLG. BIRD 2x SPF STUDS a 16" O.G. MAX 2x4 P.T. BT. PLATE FOUNDATION SILL PROVIDE 6' TERMITE INSPECTION SPACE SCREED BETWEEN THE EXTERIOR WALL COVERING EXISTING FOOTER AND THE FINAL EARTH GRADE PER FBC SLAB 1403.8. A 4" SPACE IS REQUIRED AT A CONCRETE SLABS UNLESS THE AREA 3 UNDER THE SLABS IS TERMITE TREATED. SEE THE EXCEPTIONS UNDER 1403.8. 3 -STORY WALL SECTION W/O WINDOWS OR OPENINGS �vJ SCALE: 3/4' =I' -O' -ALL HEIGHTS ARE FOR REFERENCE ONLY 2X SPF DBL TOP PLATE SECURE 2ND FLR STUDS TO 3RD FLR STUDS WITH SIMPSON MSTA -36 a 32' O.C. 1.8' -0' 3RD FIN. FLR. — IT -0' 2ND FLR. BRG. HGT. — Ya' THICK, 3 COAT CEMENT PLASTER PER ASTM G 52E OVER GRADE 'D' FELT PAPER BACKED METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER PER ASTM C 1063 CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET 2 9' -O' 2ND FIN. FLR. /L 8' -0' IST FLR. BRG. HGT. SECURE P.T. BT. PLATE TO SLAB W/ 2 "xS' THREADED ROD W /Ys'X2" DIA. WASHER SET IN SIMPSON HIGH STRENGTH EPDXY W/ 2" WASHER W /6" MIN. EMBEDMENT o 8' FROM CORNERS OR OPENINGS 4 32' O.C. MAX. i PRE -ENG'D ROOF TRUSS 5/b" GYPSUM BOARD OR Y2" HIGH STRENGTH CLG. BRD SECURE STUDS TO PRE -ENG'D ROOF TRUSSES WISIMP50N MTS -12 SECURE IST FLR STUDS TO 2ND FLR STUDS WITH SIMPSON 115TA -36 0 32' O.C. R -II BATT INSULATION 3/4' T4G SUBFLOOR GLUED B NAILED AS PER NAILING SCHEDULE PRE -ENG'D FLR TRUSS (EXISTING) 5 /9" GYPSUM BOARD OR y" HIGH STRENGTH CLG. BRD 2x SPF STUDS o 16' O.C. MAX 2x4 P.T. BT. PLATE FOUNDATION SILL PROVIDE 6" TERMITE INSPECTION SPACE SCREED BETWEEN THE EXTERIOR WALL COVERING EXISTING FOOTER AND THE FINAL EARTH GRADE PER FBC d SLAB 1403.8. A 4' SPACE IS REQUIRED AT A CONCRETE SLABS UNLESS THE AREA 3 UNDER THE SLABS IS TERMITE TREATED, SEE THE EXCEPTIONS UNDER 1403.8. 3 —STORY WALL SEC O � W /WINDOWS & OPENINGS l � % SCALE: 3 /4'=I'-m' BALL HEIGHTS ARE FOR REFERENCE ONLY A R C H IT E C T S 5 Design Grou IRc. 1441 N. RONALD REAGAN BLW1. LONGWGO0, FL32750 PH: 407- 7746078 FA% -407- 7744078 bd.'lw9ra"p AA 0:0003325 ARCHIT' , STATE OF FLORIDA JAMES CANTWELL AR NO 12079 LATHING: -ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE SPACED NOT MORE THAN 6' (152 mm) APART, 4 SIDE LAPS SHALL BE SECURED TO SUPPORTS 4 BE TIED O.S.B. SHEATHING: OR 1' BETWEEN SUPPORTS AT NOT 16 2 TO EXCEEDD' (229 mm) CDX PLYWOOD_ INTERVALS. ATTACHED PER NAILING -METAL 4 WIRE LATH SHALL • SCHEDULE ON SHEET 2 BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4d GALVANIZED OR BLUE R -11 BATT INSULATION COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/4' T4G SUBFLOOR GLUED 4 E mm) 4 BENT OVER TO A ENGAGE NOT LESS THAN 3 NAILED AS PER NAILING STRANDS OF LATH. SCHEDULE _ - - - - _ _ - _ - PRE -ENG'D FLR TRUSS (EXISTING) 5 /a" GYPSUM BOARD OR Y2" HIGH STRENGTH CLG. BIRD 2x SPF STUDS a 16" O.G. MAX 2x4 P.T. BT. PLATE FOUNDATION SILL PROVIDE 6' TERMITE INSPECTION SPACE SCREED BETWEEN THE EXTERIOR WALL COVERING EXISTING FOOTER AND THE FINAL EARTH GRADE PER FBC SLAB 1403.8. A 4" SPACE IS REQUIRED AT A CONCRETE SLABS UNLESS THE AREA 3 UNDER THE SLABS IS TERMITE TREATED. SEE THE EXCEPTIONS UNDER 1403.8. 3 -STORY WALL SECTION W/O WINDOWS OR OPENINGS �vJ SCALE: 3/4' =I' -O' -ALL HEIGHTS ARE FOR REFERENCE ONLY 2X SPF DBL TOP PLATE SECURE 2ND FLR STUDS TO 3RD FLR STUDS WITH SIMPSON MSTA -36 a 32' O.C. 1.8' -0' 3RD FIN. FLR. — IT -0' 2ND FLR. BRG. HGT. — Ya' THICK, 3 COAT CEMENT PLASTER PER ASTM G 52E OVER GRADE 'D' FELT PAPER BACKED METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER PER ASTM C 1063 CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET 2 9' -O' 2ND FIN. FLR. /L 8' -0' IST FLR. BRG. HGT. SECURE P.T. BT. PLATE TO SLAB W/ 2 "xS' THREADED ROD W /Ys'X2" DIA. WASHER SET IN SIMPSON HIGH STRENGTH EPDXY W/ 2" WASHER W /6" MIN. EMBEDMENT o 8' FROM CORNERS OR OPENINGS 4 32' O.C. MAX. i PRE -ENG'D ROOF TRUSS 5/b" GYPSUM BOARD OR Y2" HIGH STRENGTH CLG. BRD SECURE STUDS TO PRE -ENG'D ROOF TRUSSES WISIMP50N MTS -12 SECURE IST FLR STUDS TO 2ND FLR STUDS WITH SIMPSON 115TA -36 0 32' O.C. R -II BATT INSULATION 3/4' T4G SUBFLOOR GLUED B NAILED AS PER NAILING SCHEDULE PRE -ENG'D FLR TRUSS (EXISTING) 5 /9" GYPSUM BOARD OR y" HIGH STRENGTH CLG. BRD 2x SPF STUDS o 16' O.C. MAX 2x4 P.T. BT. PLATE FOUNDATION SILL PROVIDE 6" TERMITE INSPECTION SPACE SCREED BETWEEN THE EXTERIOR WALL COVERING EXISTING FOOTER AND THE FINAL EARTH GRADE PER FBC d SLAB 1403.8. A 4' SPACE IS REQUIRED AT A CONCRETE SLABS UNLESS THE AREA 3 UNDER THE SLABS IS TERMITE TREATED, SEE THE EXCEPTIONS UNDER 1403.8. 3 —STORY WALL SEC O � W /WINDOWS & OPENINGS l � % SCALE: 3 /4'=I'-m' BALL HEIGHTS ARE FOR REFERENCE ONLY A R C H IT E C T S 5 Design Grou IRc. 1441 N. RONALD REAGAN BLW1. LONGWGO0, FL32750 PH: 407- 7746078 FA% -407- 7744078 bd.'lw9ra"p AA 0:0003325 ARCHIT' , STATE OF FLORIDA JAMES CANTWELL AR NO 12079 PROJECT# 1302.000 TASIC# 00003 PAGE: 3 —STORY CROSS SECTIONS DATE: 9/2$/08 scAl -: 1141•1' -0' SHEET 4 aF 5 z O E� U U) z O U O • U z W a EXTERIOR REPAIR PROJECT# 1302.000 TASIC# 00003 PAGE: 3 —STORY CROSS SECTIONS DATE: 9/2$/08 scAl -: 1141•1' -0' SHEET 4 aF 5 TYP. WINDOW OPENING C D FIRST FLOOR FRAME WALL SCALE: 1/2'=I'-O' 2X4 SPF STUD ABOVE 3/4' 51.15-FLOOR 5PF BOTTOM PLATE 2x4 CONT. a TOP OF FLR TRU55 (TOP 2x4 SUPPORTS BT PLATE OF FLR ABOVE) EXISTING FLOOR SYSTEM DBL SPF TOP PLATE MSTA36 HEADER PER HEADER SPAN CHART OMSTA36 CLEAR SPAN FOR STUD TO HEADR CONNECTION BETWEEN FLOORS SCALE: NTS EXISTING PRE -ENG FLOOR 'TRUSSES 5P4 OR H -5 o TOP 4 BOTTOM PLATES 9 EA FULL LENGTH STUDS m EA SIDE OF OPENING 5PF DOUBLE TOP PLATE SIMPSON MSTA -24 9 EA. JACK STUD, BOTH SIDES OF OPENING. HEADER (SEE HEADER SPAN CHART FOR DETAILS 4 SPECS.) 2X 5PF 5TUD5 0 16' O.G. (UN.0.) SECURE TO TOP d BOTTOM PLATE W /51MP50N 51-4 OR H -5 0 32' O.G. (MAX) KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) SP4 OR H -5 6 TOP 4 BOTTOM PLATES s EA FULL LENGTH STUDS o EA SIDE OF SECURE P.T. BT. PLATE TO SLAB W/ }'x9' THREADED ROD W/Ye'X2' DIA. WASHER SET IN SIMP50N HIGH STRENGTH EPDXY W/ 2' WASHER W /6' MIN. EMBEDMENT e 8' FROM CORNERS OR OPENINGS d 32' O.G. MAX. s EX15TING PRE -ENG TRUSSES SPF DOUBLE TOP PLATE SIMP50N MSTA -24 o EA. JACK STUD, BOTH SIDES OF OPENING. HEADER (SEE HEADER SPAN CHART FOR DETAILS d SPECS.) 2X STUDS o 16' O.G. (U.N.O.) SECURE TO TOP 4 BOTTOM PLATE W /51MP5ON 5P4 OR H -5 9 32' D.G. (MAX) KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) SP4 OR H -5 e TOP d BOTTOM PLATES o EA FULL LENGTH STUDS 9 EA SIDE OF OPENING EXISTING PRE -ENG FLOOR TRUSSES DOUBLE TOP PLATE FROM FLR BELOW TYP. WINDOW OPENING C� SECOND ( & THIRD FLOOR FRAME WALL SCALE: 1/2' =1' -0' UP TO I' -O' OF FLi2_ I REINFORCE W /MIN. 5' -0' 2X12 SYP, TO BE SECURED W 112d NAILS 4 " -6' O.C. a 5' -01, OFLOOR JOIST REPAIR SCALE: NTS NOTE: WEBBING WILL VARY PER TRUSS zpw�2 Y�QW1= UQ>LL- OUp Jly� If1J3� 2X4 SPF STUD ABOVE 3/4' 5UB -FLOOR SPF BOTTOM PLATE 2x4 CONT. m TOP OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF FLR ABOVE) EXISTING FLOOR SYSTEM DBL SPF TOP PLATE MSTA36 2X4 SPF STUD BELOW OC MSTA36 CLEAR SPAN FOR STUD TO STUD CONNECTION BETWEEN FLOORS SCALE: NTS 3/4' T4G SUBFLOOR GLUE_ D 4 NAILED AS PER NAILING SCHEDULE 2X8 SYP JOIST a 24' O.G. SIMPSON HU -28 BALCONY FLOOR TRUSS REPLACEMENT SCALE: NTS fb O.S.B. SHEATHING OR 3 CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET 2 G STUCCO /SHEATHING REPAIR Design Gr 1DG. ou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FVL407.774.4078 — bd.,19.9 —p- AA N: 0003325 AF#CHrrECT STATE OF FLORIDA JAMES CANTWELL AR NO 12079 Ys' THICK, 3 COAT CEMENT PLASTER PER A5TM C 926 OVER GRADE 'D' FELT PAPER BACKED METAL LATH OVER APPROVED HOUSE WRAP OR ROJECT* 1302.000 TASK# 00003 ARCHITECT: z STATE OF FL0.591DA 0 ASTM C 1063 Ey r U 6 SECURED 9 EA. END W /10d ix • E~ JAM i_ NTWELL z 0 U 0 • U z w a �/GFLNC.O t EXTERIOR REPAIR Ys' THICK, 3 COAT CEMENT PLASTER PER A5TM C 926 OVER GRADE 'D' FELT PAPER BACKED METAL LATH OVER APPROVED HOUSE WRAP OR ROJECT* 1302.000 TASK# 00003 ARCHITECT: GRADE 'D' FELT PAPER PER STATE OF FL0.591DA ASTM C 1063 2X4 BLOCKING TO PROVIDE r CONTINUOUS NAILING 6 SECURED 9 EA. END W /10d OR 12d NAILS SPF BOTTOM PLATE JAM i_ NTWELL 2X4 CONTINUOUS pA E: BLOCKING AT FLR JOIST J W FRAMING N DETAILS T4G 5UBFLOOR GLUED d NAILED AS PER NAILING SCHEDULE OPEN WEB FLR. JOIST a 24' DATE: 9/2$/08 O.C. MAX. SCALE: I /4' ■I' -m' DOUBLE TOP PLATE FROM SHEET FLR BELOW 5 OF 5