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Home My WebLink About401 W Seminole Blvd 09-123-- ._ - -.. —. .. + -.—may _ - - -..— _ - � .� �- •r4 � - F. _ Architec�F,m„ineer. � �-L`•'5 /� v't ��J "f,,� Phone: a� i1 l� __ —_ ma/il Address , an: t1 - ='—' — �0558� Phone: e0 Plan Resierr Contact Person: PAY, �O.{ 1pphC:n:on t;1WI [I'- made :,) uht.tnt a Permit to d.+ the koi n and msrailations as md:cated. I :crt[r. that no x-auk or motallatwn has zomnienced pnor to the ts;uan c of a He:zna and dta[ Al :•r,r., -%!]] be parforined ro meat .tandards of all .a,t s regulaun•_ Constn:cnen itt this jurisdiction. I understand that i separate Permit must be ,acm•et! kir El EC I RiC' \! 110RF;. PL! 1131` (1. SIGNS. %1 E1.1 S. POM.S. FI:RN AC1 =S, BOIL ERS. HEATERS. FANKS. and IR CONDITIO\FRS -etC all . +f the t:;ra;:ama nvannanon a 3CC11ratc and that ail •kolk will he dune at compliance arch all applicai]le lau, rezulatims cunstntctio m and zoning t ai[ L i'.c rU (t[ L ORD t li) l lC OF C'Cl \I�IFNCL• \IEN1 MAN RLSL L r I\ VOL It PAN INN T%k K E F0i( 1 \IPRC)lF >It:`.iS IU 1't)lR P12:71'I {Rr'i -\ SCt1ICG t)F CC)\i`.tE`:CL: \Ii XT \IL ST BE Ri:CORDiiD \XD POSTED U\ TIIE JOB SITE BEFORE TTI[ FIRST I�SPFC "rtt.)V iF 5OL I�TFVD i) ()13r\iN Fl` \NCING. CC)�iI. LT %%1Tii YO R LENDER 0 AN NITORNF.I BFFUItF RFCr)RDI\G lull R �n'rK E ()F ('0\tMENX1-AIF N T 1: In .1d:I:u.m 10 11a rcg kill Ctncni, -M* 111. p et:t'ni. there man he additional remri,:t:on, aPpin.abie :u :Its p wperri. than :ue•. be found m the public recur& at' this _ocnt, rail .her: ma) h: ad:ittinn;d Pcrnnts 1 CqI k! tF, to •titer 3t +''eruatenral Cnnae; ,uch as :%atcr m.magerient Jwran ;. ;[ate agenctes. or federal wrenmic; tc ct;t.atx +[ l:ennv[ 1i : enii'..wor.:hm I . + di n;n1t:. the ooncr of ttte pr.•pelt•. ,r •h: ..a.nr:::ru,::..+f i la•nda I :en l a•.t F ti' 13 - - -- -- - -- Date Date �IL.t.ii:u':: .il l .�tltr'.l':Il•r �� ":!• iigna ire of l )tuner \g-ni _ -•--- ��C' %!� - - -�� =mac G�� -� - -- i;';iufiiNJJ Pr , n^ irac-mr Agent Name I;:, } 4✓ J ." �t' \ V L R 1 ni . ,Rqi v _ _ — - — t i Date °' p� v� . Date 51granu:.,f \,,tar. - _.tale .tt F.on: u �oaer 27 da ; i,sraane rf \otar. State -tf Fh�n:i ?mss p fm� 7 O ;Ui1607605 1a=vho \is •r i w%%nxi Ue'r X-1;i.11.1.di ; jai' -,n s. :a lD — -- -- �f� rh�e ST.aI • � a��:' ?. � ,rat± �, /�. H.) E \ti Lit D6. ,D� Special CITY OF SANFORD PERMiT APPLICATION ^] � I � �• / . f-,,,�c,�j- SuhmitCtl Date: ..; /G j�a• ., \PPiication l,t'� _ v -- - -- -- -- ---`! O J `' • Z� Q �.i.vv a)Ul' Of �� Or(:: ] oU )Oh Addl "e5i: lyt.' U 7��r /: nvi �_ / -_.v =y rw)u") Historic District: �-- Parcel ID: [• Description of %1 ark: ei /dYL & �nl��fi�+J S � Footage-— ............................... -1 .............. ... ...... ... ......................... . • _....•.. •. P!anihin; ❑ Fit.- Spnnkler Alarm ❑ P.;,,t ❑ SI_ : ❑ t Elc,:m ai ❑ Permit T)pr: Bul!&P i0� \!c h.nu: ti ❑ T::u':pi:rar. Pule ❑ Electrical. `•act+ ��r•.t.c -_ 't � \IPS _._. —_—___ C AJ:fin.v:.aacr.ru.at ❑ Chan �::afScr.iC. { <G,itti)I;1i Cl \:' +? R�ii,lt I;:a' ❑ Pt , i.1,�r: uI ❑ L.1 %ou[ En:' Cain R.quir�dt �le�h:tnic:il. Plumbing \es% Commercial- = of Fwi.res = . +f . t\ Ater Set %: r L;n::a_._.— _ 4 Gas I_mes -- Plumbing. Residential: _ . f `•\ tt_r C F:,;c:i _ -- -- -_ -_ Plumbing Repair -- Ru,iJtni -1i ❑ Cunut:ertial ❑ Occup:u1 .r)pe R_ tdcn:;,tl ❑ Ci)t:il) Gt1¢ r Iriu>rnai ❑ Occupanc) LseGroup(s): — _.--- - - - - -- Construction Tt lie � of Stories: _. -- = of D�tellin+ Lnits: _ Flood Zone IFE.NI:'L Form required i ._ - ............................... ....................... .............................. ................. J, .....�.� ... � P Owner: .� e Contractor: /e� -, s f�.-. c •f- � � — ropert� � '! Address: / 7J e_ .. : �G- . .t• r�= _ -- -- ?�° 7 Phone: CSC) % `< �'' `ff 5Atc License Number, t i[- : -= --__ -- Email: _— Phone — _— _--- ...-- N[ortgage Lender: - 13011dimg C'ompan %- - Address Address -- ._ - -.. —. .. + -.—may _ - - -..— _ - � .� �- •r4 � - F. _ Architec�F,m„ineer. � �-L`•'5 /� v't ��J "f,,� Phone: a� i1 l� __ —_ ma/il Address , an: t1 - ='—' — �0558� Phone: e0 Plan Resierr Contact Person: PAY, �O.{ 1pphC:n:on t;1WI [I'- made :,) uht.tnt a Permit to d.+ the koi n and msrailations as md:cated. I :crt[r. that no x-auk or motallatwn has zomnienced pnor to the ts;uan c of a He:zna and dta[ Al :•r,r., -%!]] be parforined ro meat .tandards of all .a,t s regulaun•_ Constn:cnen itt this jurisdiction. I understand that i separate Permit must be ,acm•et! kir El EC I RiC' \! 110RF;. PL! 1131` (1. SIGNS. %1 E1.1 S. POM.S. FI:RN AC1 =S, BOIL ERS. HEATERS. FANKS. and IR CONDITIO\FRS -etC all . +f the t:;ra;:ama nvannanon a 3CC11ratc and that ail •kolk will he dune at compliance arch all applicai]le lau, rezulatims cunstntctio m and zoning t ai[ L i'.c rU (t[ L ORD t li) l lC OF C'Cl \I�IFNCL• \IEN1 MAN RLSL L r I\ VOL It PAN INN T%k K E F0i( 1 \IPRC)lF >It:`.iS IU 1't)lR P12:71'I {Rr'i -\ SCt1ICG t)F CC)\i`.tE`:CL: \Ii XT \IL ST BE Ri:CORDiiD \XD POSTED U\ TIIE JOB SITE BEFORE TTI[ FIRST I�SPFC "rtt.)V iF 5OL I�TFVD i) ()13r\iN Fl` \NCING. CC)�iI. LT %%1Tii YO R LENDER 0 AN NITORNF.I BFFUItF RFCr)RDI\G lull R �n'rK E ()F ('0\tMENX1-AIF N T 1: In .1d:I:u.m 10 11a rcg kill Ctncni, -M* 111. p et:t'ni. there man he additional remri,:t:on, aPpin.abie :u :Its p wperri. than :ue•. be found m the public recur& at' this _ocnt, rail .her: ma) h: ad:ittinn;d Pcrnnts 1 CqI k! tF, to •titer 3t +''eruatenral Cnnae; ,uch as :%atcr m.magerient Jwran ;. ;[ate agenctes. or federal wrenmic; tc ct;t.atx +[ l:ennv[ 1i : enii'..wor.:hm I . + di n;n1t:. the ooncr of ttte pr.•pelt•. ,r •h: ..a.nr:::ru,::..+f i la•nda I :en l a•.t F ti' 13 - - -- -- - -- Date Date �IL.t.ii:u':: .il l .�tltr'.l':Il•r �� ":!• iigna ire of l )tuner \g-ni _ -•--- ��C' %!� - - -�� =mac G�� -� - -- i;';iufiiNJJ Pr , n^ irac-mr Agent Name I;:, } 4✓ J ." �t' \ V L R 1 ni . ,Rqi v _ _ — - — t i Date °' p� v� . Date 51granu:.,f \,,tar. - _.tale .tt F.on: u �oaer 27 da ; i,sraane rf \otar. State -tf Fh�n:i ?mss p fm� 7 O ;Ui1607605 1a=vho \is •r i w%%nxi Ue'r X-1;i.11.1.di ; jai' -,n s. :a lD — -- -- �f� rh�e ST.aI • � a��:' ?. � ,rat± �, /�. H.) E \ti Lit D6. ,D� Special 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 Design Group 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 minimum 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 tennite 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 tennite 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, (0C 72008 Cantwell 'Architect #12709 1441 N. Ronald Reagan Blvd. • Longwood, FL 32750 • Phone: (407) 774 -6078 • Fax: (407) 774 -4078 AA0003325 www. abdesi - n- roup.com fHIS INSTRWENT PREPARED BY: DAME ADDR. 37 f =�� r�sf.r1 �� 1- ✓= r3zi�� Pen-nit No. Tax Folio No. NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 07079 Pg 06161 Opg) CLERK'S # 2008117073 RECORDED 10/16/8008 12:39:04 PM RECORDING FEES 10.00 RECORDED BY T Smith aRTInto COPY ( ARN ANNE MORSE CURK OF CIRCUIT COURT 5EM1 L OUNTY, FLORIDA BY OepUTV C�_EttK .oN.i. �1 6 606 1. Description of property: (legal description of the property, and street address if availablepl�J -19 ^ 3D -30D -1-).D--)D 0 O Via, ZDan k 4f 1er ,+Gig 4-ga l-p e /0q,-AU t 6 1147% "s f . !Er+4,no J-e i lv d -c, n fo d, r c . 2. General description of improvement: &—Y7Mkq . 3. Owner information: Name: *,, den +- -S,e�,��. p e Address: t-lot -wA-) _5�.,� I� (iIud t_ b. Interest in property: c. Name and address of fee simple titleholder (if other than Owner): Name: /- Address: 4. Contractor Name:W�c_ fL—c. Address: 5. Surety Name Address: b. Amount of bond: $ 6. Lender: Name: Address: Phone number: Wo') - S3 5 9' - %1�o b. Lender's phone number: 7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: SAI POINTE AT LAKE MONROE Apartments EXTERIOR REPAIRS 401 W SEMINOLE BL,VO 8ANFOR1D, FL.ORIr—>A 32771 Tel= (407) 322 -1051 SCOPE OF WORK: - REPAIR 4 REMOVAL OF DAMAGED STRUCTURAL FRAMING DUE TO WATER 4 TERMITE DAMAGE SITE MAP • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: PENCO CONSTRUCTION CO. OF ORLANDO, INC. 1730, SOUTH BUMBY AVE. ORLANDO, FLORIDA 32806 Tel: (407) 898 -9896 Fax: (407) 898 -7898 llE51GN CRITERIA: ABBREVIATIONS z REVISIONS INDEX OF DRAWINGS *FLORIDA BUILDING CODE (FBC) EXISTING BUILDING 2004 • 2004 FLORIDA FIRE PREVENTION CODE -NATIONAL ELECTRICAL CODE (NEC) - 2005 EDITION -ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP • R2 CONSTRUCTION TYPE - V -B • MIN. INTERIOR FINISH - CLASS -B • BASIC WIND SPEED - 120 MPH M S ( �) ABV. ABOVE LAV. LAVATORY A/c AIR CONDITIONING LUM. LUMINOUS ADI. ADJUSTABLE M.C. MEDICINECABIN T ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MTD. MOUNTED CL CENTERLINE MTL MGrAL ca. CABINET N.TS. NOT TO SCALE CLG. CEILING O.C. ON CENTER cLIL CLEAR PL PROPERTY LINE CONC. concRETE P.B. PUSHBUTTON CPT. CARPE C.T. CCRAMICTILE PLT. PLATE T PH. PHONE D. DRYER PLYWD. PLYWOOD DBL. DOUBLE PR PAIR D.G. DUAL GLAZCD P.T. PRPSSURETREATED DIA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL ort DEEP REF. REFRIGERATOR U.S. Doweseour RM. ROOM D.w. DISHWASHER S.D. SMOKCDPCLTCCTOR E& EnCH S.H. SINGLE HUNG ELEV. ELEVATION SHT SHEET EQ. EQUAL SHTHG. SHEATHING EXH. EXHAUST SIM SHOWER EXT. EXTERIOR S SIMILAR ROM FIXED GLASS SL L SLIDING P.G. FUEL GAS SL GL SLIDING GLASS FIN. FINISH STD. STANDARD rLR. rLOOR SWS SHEAR WALL FLUOR FLUORESCETT SECTION rR. DR. FRENCHDOOR TEMP. TEMPEREDGLASS rTG. FOOTING THK THICK GA GAUGE T.O.C. TOP or PLAT CAR. DISP. GROUND AAULITCRCUIT T.O.S. TOP OF SLAB INTERRUPTER TYP. TYPICAL GL GLASS U.N.O. UNLESS NOTED GYP. BD. GYPSUM BOARD OTHERWISE H.B. HOLLOIn V.P. WASHER VAPORPROOF H.C. HOLLOW CORE W. WASHER HDR HEADER W/ WITH HET. OR HT )MIGHT WD. Wool) INSUL INSULATION WOW. WINDOW TNT. INTERIOR WAN WATER HEATER W.1. WROUGHT IRON DATE DESCRIPTION Q4 • E-a SHEET # DESCRIPTION I) z Pg. 1 - COVER SHEET / LOCATION MAP P g• 2 - GENERAL NOTES/ FRAMING NOTES Pg. 3 - 2 -STORY CROSS SECTIONS Pg. 4 - 3 -STORY CROSS SECTIONS Pg. 5 - FR MIWG ' n a h k ��{sr :y _1 �°�4 A a li F _ p� yN PERMIT 4 �_ �z� — — r -7 6 �Q 0 O • U z F4 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR N0. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774 -6078 Fax: (407) 774 -4078 SPECIFIC PARAMETERS FROM FBC 2004 RESIDENTIAL USED FOR DESIGN INCLUDE: • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION FOR HIGH WIND • WOOD FRAME CONSTRUCTION FOR ONE & TWO FAMILY DWELLING • AMERICAN SOCIETY OF CIVIL ENGINEERS 7 -02 ENGINEERS ( 7-02) �a EXTERIOR REPAIR Des i>�n Grou IDG. SMl N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX-407- 7744078 t,d.19ft uP- AA 4: 0003325 ARV>FTEv 4 : STATE OF FLORIDA JAMES CANTWELL AR NO 12079 PROJECT* 1302.000 %TASK# 00003 ARCHITECT. EPA-15 2008 COVER SHEET ATE: 9/25/08 SCALE: I/4' ■ I' -0' z fal 0 OF' 5 H u Q4 • E-a I) z 0 0 O • U z F4 a �a EXTERIOR REPAIR PROJECT* 1302.000 %TASK# 00003 ARCHITECT. EPA-15 2008 COVER SHEET ATE: 9/25/08 SCALE: I/4' ■ I' -0' SHEET 1 OF' 5 GENERAL NOTES ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2004 EDITION OF THE FLORIDA EXISTING BUILDING CODE (FBC). THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS A. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR NW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS .0.55 ENCLOSED BUILDINGS 0.18 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 8301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2006 SUPPLEMENT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMEN51ON5 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 SHALL 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 IS 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. TIMBER I. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (ND5) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRU55 PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE 12 (MIN.) STRESS GRADE LUMBER, UNO. Fb = 1,500 PSI Fv = 115 PSI E = 1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO'- RAFTERS, VERTICAL STRONGBACKS, 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 FBG 2004- 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 1/16' OSB EXPOSURE-] OR 112' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. S. FOR CEMENTITIOU5 TILE ROOFS, SHEATHING SHALL BE APA RATED 5 /8' 05B EXPOSURE -I OR 1/2' CDX PLYWOOD. 112' 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' SUBFLOOR 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 -1/16'055 EXPOSURE -1 OR 1/2' CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SO. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP 12. 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 SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRU55 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 TRUSS 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 1-1360. 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 SHALL 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 GO., 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. e N J 4N -L �U �7 w 7 N 40 =O N Z� m l MIN. HEADER SPAN CHART SINGLE STORY APPLIGATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5' -4' DBL 2 x 8 5' -4' TO 1' -0' DBL 2 x 10 1' -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 W -0' DBL 2 x 12 8' -0' AND OVER 2 x 12 l"2 SYP) NAIL (3) 12d m 6' -8' O.G. TYP. 2x12 BM. /HDR. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5' -0' TO V -0' U.N.O. 4' -II I /2' 1' -II I/2' AND UP NUMBER OF HEADER STUDS 110,000 OR T SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 21/8' .128 110,000 AT EACH END OF HEADER 1 2 3 NAILING SCHE[:>UILE ROOF DIAPHRAGM USE 1/16' O.S.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. 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 0 4' O.G. EXTERIOR SHEATHING USE 1/16' 0.5.5. OR 1/2' PLY WITH "8 RING SHANK GUN NAILS AT 6' O.G. AT PANEL SIDES AND "8 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 08 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 SIZE HEAD LENGTH DIA. TENSILE STR. 8d ROUND.MODIFIED 11/8' .113 110,000 OR T • 10d ROUNDj10DIFIED 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 (0.5.5. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT o OPENINGS L8 RING SHANK GUN NAILS V 12' O.C. IN FIELD TYP. 3/4' T4G 5UB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 'a m a z V 5(1 Uw )I @ QU N� Z TOP + BOTTOM EDGES A R C H I T E C T S Desifn Grou ID�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 4 07-774-6078 FAX407- 7744078 bd.'l&9..p..- AA M: 0003325 STATE OF FLORIDA JAMES CANTWELL AR NO 12079 PROJECT* 130P.000 %TASK# 00003 DATE: 9/25/08 SCALE: I/4' ■ I' -0' SHEET 2 olp 5 z O E- u a • E- U) z O O • u z W a r EXTERIOR REPAIR PROJECT* 130P.000 %TASK# 00003 DATE: 9/25/08 SCALE: I/4' ■ I' -0' SHEET 2 olp 5 -1116" O.S.B. OR 2" C,[--)X APPROVED BUILDING WRAP GRADE "D" FELT PAPER BACK 1" ITL. LATH 1/8" TEXTURED FINISH a WOOD DUNDATION SILL SGREED SILL SCREED DETAIL C WOOD TO O SLAB CONNECTION SCALE: 1 1/2' =P -O' 2X SPF DBL TOP PLATE IT -0' 2ND FLR. BRG. HGT. 3/8' THICK, 3 COAT dEMENT 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 O.S.B. SHEATHING OR CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET 2 '3' -0' 2ND FIN. FL2 _ V -0' 15T FLR. BRG. HGT. ly SECURE IST FLR STUDS TO 2ND FLR STUDS WITH SIMPSON MSTA -36 a 32' SECURE P.T. BT. PLATE TO SLAB W/ 2'x9' THREADED ROD W /Ya'X2' DIA. WASHER SET IN SIMPSON HIGH STRENGTH EPDXY W/ 2' WASHER W /6' MIN. EMBEDMENT a 5' FROM CORNERS OR OPENINGS 4 32' O.C. MAX. PRE -ENG'D ROOF TRUSS (EXISTING) V GYPSUM BOARD OR Y2' HIGH STRENGTH CLG. BRD SECURE STUDS TO PRE -ENG'D ROOF TRUSSES W /SIMPSON MT6-12 3/4' T4G SUBFLOOR GLUED 4 NAILED AS PER NAILING SCHEDULE PRE -ENG'D FLR TRUSS (EXISTING) s /s" GYPSUM BOARD OR Y2' HIGH STRENGTH CLG. BRD R -II BATT INSULATION 2x SPF STUDS a 1Go' O.C. 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 9' (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. FOUNDATION SILL ROVIDE 6' TERMITE INSPECTIONvSPACE SCREED 2 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 1 SCALE: 3/4' =I' -O' -ALL HEIGHTS ARE FOR REFERENCE ONLY 2X SPF DBL TOP PLATE IT -0' 2ND FLR. BRG. HGT. 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 O .B S ET O 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET 2 V -0' IST FLR_ BRG. HGT. SECURE P.T. BT. PLATE TO SLAB W/ 2'x9' THREADED ROD W /Ya'X2' DIA. WASHER SET IN SIMPSON HIGH STRENGTH EPDXY W/ 2' WASHER W 16' MIN. — EMBEDMENT a 5" FROM CORNERS OR OPENINGS 4 1_� ° .1% PRE -ENG'D ROOF TRUSS 5/a" GYPSUM BOARD OR Y22' HIGH STRENGTH CLG. BRD SECURE STUDS TO PRE -ENG'D ROOF TRUSSES W /SIMPSON MTS -12 SECURE IST FLR STUDS TO 2ND FLR STUDS WITH SIMP50N M5TA -36 a 32' O.C. 3/4' T$G SUBFLOOR GLUED 4 NAILED AS PER NAILING SCHEDULE PRE -ENG'D FLR TRUSS (EXISTING) V GYPSUM BOARD OR Y2" HIGH STRENGTH CLG. BRD R -II BATT INSULATION 2x SPF STUDS a 16" O.C. MAX 2x4 P.T. BT. PLATE FOUNDATION SILL PROVIDE 6' TERMITE INSPECTION SPACE SCREED 2 4 BETWEEN THE EXTERIOR WALL COVERING EXISTING FOOTER AND THE FINAL EARTH GRADE PER FBC e SLAB 1403.5. A 4' SPACE IS REQUIRED AT A CONCRETE SLABS UNLESS THE AREA UNDER THE SLABS IS TERMITE TREATED. 3 SEE THE EXCEPTIONS UNDER 1403.5. 2 —STORY WALL SEC O ADZ W /WINDOWS & OPENINGS % SCALE: 3/4' =1' -O' -ALL HEIGHTS ARE FOR REFERENCE ONLY A p C u I T C C T C Desi;;n Grou IRD. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6079 W FAIL407.7744078 .nbdeslgngroups AA M: 0003325 ARCHITECT STATE OF FLORIDA JAMES CANTWELL AR NO 12079 DATE: 9/2$/0$ SCALE: I/4' ■ 1' -0' SHEET 3 OF, 5 z O F U • F, z O U O • U z W a 000 E IIVGO EXTERIOR REPAIR DATE: 9/2$/0$ SCALE: I/4' ■ 1' -0' SHEET 3 OF, 5 TYP. WINDOW OPENING @) ri FIRST FLOOR FRAME WALL SCALE: 1/2'=V-0' 2X4 5PF STUD ABOVE 3/4' SUB -FLOOR 5PF BOTTOM PLATE - EXISTING TRUSSES PRE -ENG FLOOR I /- EXISTING PRE -ENG TRUSSES 5P4 OR H -5 a TOP 4 BOTTOM PLATES S EA FULL LENGTH STUDS a EA SIDE OF OPENING I� SPF DOUBLE TOP PLATE 2x4 CONT. 6 TOP OF FLR TRUSS (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 D STUD TO HEADR CONNECTION BETWEEN FLOORS SCALE: NTS SIMPSON MSTA -24 9 EA. JACK STUD, BOTH SIDES OF OPENING. HEADER (SEE HEADER SPAN CHART FOR DETAILS 4 SPECS.) 2X 5PF STUDS o 16' O.G. (U.N.O.) SECURE TO TOP 4 BOTTOM PLATE W /SIMPSON 5P4 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 9 TOP 4 BOTTOM PLATES o EA FULL LENGTH STUDS 9 EA SIDE OF SECURE P.T. BT. PLATE TO SLAB W/ J'x9' THREADED ROD W /Ya'X2' DIA. WASHER SET IN SIMPSON HIGH STRENGTH EPDXY W/ 2' WASHER W 16' MIN. EMBEDMENT 6 V FROM CORNERS OR OPENINGS 4 32' O.G. MAX. 3 SPF DOUBLE TOP PLATE SIMPSON MSTA -24 o EA. JACK STUD, BOTH 51DES OF OPENING. HEADER (SEE HEADER SPAN CHART FOR DETAILS 4 SPECS.) 2X STUDS to 16' O.G. (U.N.O.) SECURE TO TOP 4 BOTTOM PLATE W /SIMP50N 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) 51`4 OR H -5 s TOP 4 BOTTOM PLATES Q EA FULL LENGTH STUDS o EA SIDE OF OPENING EXISTING PRE -ENG FLOOR TRUSSES DOUBLE TOP PLATE FROM FLR BELOW TYP. WINDOW OPENING C SECOND THIRD FLOOR FRAME WALL L f SCALE: 1/2' =I' -m' UP Tn I' -O)' nF R r2 11 -oP i REINFORCE W /MIN. 5' -0" 2X12 SYP, TO BE SECURED W /12d NAILS 4 " -6' O.C. a 0 OFLOOR JOIST REPAIR SCALE: NTS NOTE: WEBBING- WILL VARY PER TRUSS o npU�— Y�QWi= pQ�LL- pO�(yO f0 -i 3d 2X4 SPF STUD ABOVE 3/4 "51,15-FLOOR 5PF BOTTOM PLATE 2x4 CONT. 9 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 Y4' T4G SUBFLOOR GLUED 4 NAILED AS PER NAILING SCHEDULE 2X8 SYP JOIST 0 24' O.G. SIMPSON HU -28 F BALCONY FLOOR TRUSS REPLACEMENT SCALE: NTS f6 O.S.B. SHEATHING OR Z' CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET 2 G STUCCO /SHEATHING REPAIR SCALE, 314' =1' -0' W LL 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 2X4 BLOCKING TO PROVIDE CONTINUOUS NAILING SECURED o EA. END W 110d OR 12d NAILS SPF BOTTOM PLATE 2X4 CONTINUOUS BLOCKING AT FLR J015T 3/4' T4G SUBFLOOR GLUED 4 NAILED AS PER NAILING SCHEDULE OPEN WEB FLR. JOIST 6 24' D.C. MAX. DOUBLE TOP PLATE FROM FLR BELOW Design ou ADD. Gr 1441 N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407- 7746078 FA%:407- 774-4078 — bd.lig"g..P- AA 0:0003325 STATE G OF JAMES CANTWELL AR NO 12079 PROJECT* 1302.000 %TASK# 00003 ARCHITECT: _ (91,� -1 w FRAMING DETAILS DATE: 9/25/0$ SCALE: 1/4' ■ I' -0' z O OF 5 E- C-) W, • E- z O U O z w a P/ EIVGO T EXTERIOR REPAIR PROJECT* 1302.000 %TASK# 00003 ARCHITECT: _ (91,� -1 w FRAMING DETAILS DATE: 9/25/0$ SCALE: 1/4' ■ I' -0' SHEET 5 OF 5