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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE 3NLY: DATE FLED: � �� n "' ©1 j 2% PLAN REVIEW FEE:. RECEIPT NO.: �2 PERMIT NUMBER: �( u CONCURRENCY FEE: �RECEIPT NO.: CERT. CAP. NO.: ALL INFO Mt ST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 JQgNN�D 772-462-1553 St. APPLICATION for BUILDING PERMIT By Luc;e Cou q CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: ZZzl SA/I1J�E/3 �,� Ge, Si . L,,ic,�L 2. PROJECT NAME: 'e rpxrit- SITE PLAN NAME: A114- 3. PROPERTY TAX ID #:Odv- 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5,4&4 e, EE - // 1riT d,(, 5. PLAT BOOK 6. PAGE NO. 1,99,7 7. BLOCK NO. 9. PARCEL SIZE (ACRES/SQ FT.): /` �g - LOT DIMENSIONS: 8. LOT NO. j66- 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: �EcC �XrsT.,vo wOUQ /.�EA!� Uh! CAA -cam. PO,e�� 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 12. 13. 14. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [4—RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [-I—OTHER (SPECIFY) t4la � l DESCRIPTION OF PROPOSED USE: SQ. FT OF CONSTRUCTION: 16. VALUE OF CONSTRUCTION: S 6 , dO4? 15. SF. FT 1st FLOOR -- The value of construction is used to determine the amount of permit fees to be assessed. St Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION NAME: ADDRESS: CITY: STATE: fL ZIP: PHONE (DAYTIME): (_ ) Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): (__) CONTRACTOR INFORMATION STATE: ZIP: ST. of FL REG.CERT #: CPGD3ypg j ST. LUCIE COUNTY CERT #: 43 BUSINESS NAME: e .W r0i4c roes /X/c - QUALIFIERS NAME: Gff2i S L V ADDRESS: / CITY: P7T 57 7- Ly a , L' STATE: j - L ZIP: 5 ,{Qg 3 PHONE (DAYTIME): (7ZO/ - "7/(P 3 FAX NO. 7,7Z _ 3�6 770 �{ Email: �.�/L 7-L Zip-tZSo1r .,v ARCHIT/ENGINEER: 41G---IU &AC--1 � ADDRESS: 1/ 7, CITY: -SpV AY STATE: ZIP: -7Z/Z-S— PHONE (DAYTIME): BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: F�J ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 da s after notification it will be voided and returned to you by mail CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, ifapplicable, for the permitted work. 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 the standards of ali laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER OR CONTIi;AICT G ATURE STATE OF FLORIDA --I COUNTY OF �� 1 fit'C t' 2 The foregoing instrument was acknowledged before me this f C �ay of �� LtAr2 20 by 132 r'-n c(< c � who is personally known or has produced CQL e �'C c`S,3 3���S s identification. Signature of Notary CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF ! The foregoing instrument was acknowledged before me this ( U day of 20 by ('i2 /'i- 0 ft2bt r ..�_ p U who is personally own or has produced as identification. Signature of Notary Commission No. !� v Se al)KRIS"tt:AMILLER Commission No. (Seal) °fs Notary Pudic, State of Florida CommissiorNl DD987366 m My com. expires May 23, 2014 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER(BUILDER APPLICANTS. ._ �; ;,��;��.>N �• AUDREY B. HUMPHREYMPNREY Fors ecific instructions see a r0 riate ermit checklist. «'- MYCOMMISSION EED61159 P PP P P �', y5 ? ? EXPIRES: March 6. 2015 Bonded Thru Notary Public. UnJervaiters OFFICE USE ONLY BP SECTION TOWNSHIP RANGE �C� MAP NO. ZONING ' f' ) ( LAND USE ) LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # IT FIR ELV T CONST TYPE OCCUP TYPE --` ` MAX OCCUP # OF FLRS WATER s ' SEWER SPRINKLERS STORMWATER LOT OF REC Before 1/1990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE /t �% HABITABLE AREA RADON FEE PERWr LIBRARY MACT FEE PUBLIC BID DeACT FEE CORRECTION P LD ACT FEE GENERAL PARKS IlNPACT FEE SCHOOL IM FEE ROPACT ACT FEE CREDIT Y N LAW ENF IWACT FEE FRWEMS IMPACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC GAS PLUMBING NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED Z 0 Z D Z U (" •/ •/ DATE COMPLETED INITIALS JOSEPH E. SMITH, C K OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3676508 OP OK 3364 PAGE 1640, Recorded--121/2012 at 09:01 Permit No. State of Florida County of St. Lucle NOTICE OF COMMENCEMENT Tax Folio No..331Z-00/s'-OUp -'7/ 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. Legal Description of Property: (and treet address if available): �A( L C2ct - �/7�ifSF - GoT L�o 7 ` z-/ S fDA6�B^�r d�f `j ST Z�ci&- General description of Improvement: t✓GbD Owner information or Lessee information if the Lessee contracted for the improvement: Name 0S� ,A4 D G 14l46a-- Address Z�LZ-/ Si4LI0cGFieDOC dE' /T Sr• aiC iL- ?y98G Interest in property: /2,6 xlj e'+C Name and address of fee simple titleholder (If different from Owner listed above): N Contractor's Name: Contractor Address: 4/�C.Lit/LI/• '/KR�7rrOy TfriyG. iT Luc/rPhoneNumber: Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ IV/,,, - Name and address: Phone number: Lender Name: _•A/ Phone Number: Lender's address: 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 Statutej. Name: Phone Number: Address: In addition to himself or herself, Owner designates of Lienor's Notice as provided in Section 713.13(1) (b), Florida atutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. (Signature of Owne Les ee or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) /� The foregoing instrument was �aa�cknowledged before me this J t/ day of r1117 2d� Ln5-)'ouW, I(.prr 1 ( ;"]� � n By f55 as C)tC,✓ for i�✓iiC,ri 24)"Lj P ame of Person Type of authority (e.g. cer, trustee) Party on behalf of whom instru as executed KNIRJ KRISTINAMiLLER personally known_ or produced Identification—Z Signature of Notary Public -State of Flor daotary Public, Sate of Florida ��yPrnt,Type,orStampCommissionedNameCommssicgtD0987366 Type of Identificationproducedt"t-- ----t4ZL��3 36(comm. expires May 23. 2014 STATE Of FLORIDA ST. LU E COUNTY TH I 0 RTIFY TH' OPI I M S t,' I , Date —_ D"17 G Property Appraiser - St.Lucie Cnunty, FL Page 1 of 1 PROPERTY RECORD CARD Bernard C Rogge Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �\,�CIE CO Site Address: 7921 SADDLEBROOK DR ParceIID 3321-502-0015 000-4 G2 Sec/Town/Range 28 :36S :39E Account #: 35755 �� < Map ID: Zoning: 33/28N AR-1 Land Use: City/Cnty: SF Res St Lucie County .� t Ownership and Mailing Legal Description Owner: Bernard C Rogge Beverly C Rogge SABAL CREEK -PHASE II- LOT 66 (1.38 AC) (OR 1132-224: 1464- Address: 7921 Saddlebrook Dr 1083) Port St Lucie FL 34986-3114 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 370800 Land Value: 124100 Acres: 1.38 12/6/2001 100 01 QC 1464 / 1083 Assessed: 370800 Building Value: 246700 3/10/1998 62000 00 WD 1132 / 0224 Ag.Credit 0 Finished Area: 2839 SgFt 6/6/1996 56000 00 WD 1019 / 1919 Exempt: 6/1/1986 42900 00 CV 0506 / 1687 Taxable: 6/1/1984 34600 00 CV 0435 / 2136 Taxes: 7544.17 BUILDING INFORMATION n b (aa) n � a ice( n tn) Exterior Features View RoofCovev ExtType. HA - HA YearBlt: Grade: A - A EffYrBlt: StoryHght: 0010 - 1 Story No.Units: Interior Features BedRooms: 3 Electric: FullBath. 3 HeatType: 1 /26ath: 0 HeatFuel: %A/C: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qual. Cond. YrBlt. ENC2 - POOL ENC-AVG Y 1 1346 AV AV 1998 SWAY - RES POOL AVG Y 1 448 AV AV 1998 PA01 - POOL DK-AVG Y 1 862 AV AV 1998 CS - Conc Shingle 1998 1998 1 MX - MAXIMUM FHA - FrcdHotAir ELEC - Electric 100 Land Information No. Land Use 1 0100-SF Res RoofStruct Frame: PrimeWall: SecWall: PrmintWall: AvgHt/FI: Prm.Flors: %Sprinkled: HP - Hip BS - CB Stucco DW - Drywall STD CU - Carpet 0 Type Measure Depth LFO -Front Ft 150 400 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=332150200150004 2/10/2012 CONTRACTOR NOTE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. WIEDER ENGINEERING, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS. CODES AND STANDARDS I. WIND LOADS ARE PER ASCE 7-05 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, FOR A 140 MPH WIND SPEED (3 SECOND GUST), EXPOSURE C, +/-0.18 INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING), 1.0 IMPORTANCE FACTOR, AND BUILDING CATEGORY 11. 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007 EDITION 2009 AMENDMENTS 3. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS MUST BE FIELD VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. DEMOLITION 1. CONTRACTOR TO: A. OBTAIN DEMOLITION PERMIT BEFORE PROCEEDING WITH THE WORK. CONTACT LOCAL BUILDING AUTHORITIES TO BECOME FAMILIAR WITH LOCAL LAWS AND REGULATIONS GOVERNING THIS WORK. B. PROVIDE THE NECESSARY LABOR, MATERIAL, SCAFFOLDING AND EQUIPMENT REQUIRED TO COMPLETE DEMOLITION AS DESCRIBED IN THE DRAWINGS. C. DISCONNECT ALL ELECTRICAL, PLUMBING AND AIR CONDITIONING SYSTEMS WITHIN THE AREA TO BE DEMOLISHED BEFORE PROCEEDING WITH DEMOLITION WORK. D. DEMOLISH ONLY THE MEMBERS INDICATED IN THE DRAWINGS. DEMOLISH CONCRETE MEMBERS IN SMALL SECTIONS. TAKE EVERY PRECAUTION TO PROTECT EXISTING STRUCTURE THAT IS TO REMAIN. USE BRACING AND SHORING AS NECESSARY TO AVOID COLLAPSE OF STRUCTURE. E. REMOVE ALL RUBBISH AND DEBRIS FROM BUILDING AND FROM PROPERTY. STEEL 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO: A. ASTM A36 FOR MISCELLANEOUS STEEL PLATES AND THREADED RODS B. ASTM A307 FOR STRUCTURAL BOLTS 2. ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. WOOD 1. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE". MOISTURE CONTENT MUST BE 19% OR LESS. STORE WOOD FRAMING ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION 2. ALL LUMBER SHALL BE SOUTHERN PINE SPECIES #2 GRADE OR APPROVED EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION). 3. PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH AWPA STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER IS IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING. ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE GALVANIZED WITH A RATING OF G-185 AND CONFORM TO ASTM A653. ALL NAILS AND SCREWS USED WITH PRESSURE TREATED LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND TO CONFORM TO ASTM A153 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE A CLASS RATING PER ASTM B695 NO LESS THAN 55. ALUMINUM NOT TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER. 4. PLYWOOD: USE APA 40/20 RATED, EXP. 1, PLYWOOD ENGINEERED LUMBER 1. ALL PARALLAM PSL BEAMS TO BE ENGINEERED AND MANUFACTURED BY TRUS JOIST WEYERHAEUSER (TJW) OR APPROVED EQUAL. TEMPORARY BRACING TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS - PROVIDE CONTINUOUS SUPPORT OF THE COMPRESSION EDGE AND PROVIDE LATERAL SUPPORT AT ALL BEARINGS 2. THE MINIMUM ALLOWABLE STRESSES FOR PARALLAM BEAMS ARE AS FOLLOWS: Fb = 2,900 PSI Fv = 290 PSI E = 2,000,000 PSI 3. CONNECT: (2) PLY PSL W/3 ROWS OF 16d COMMON NAILS AT 12" O/C; 4. PARALLAM BEAMS ARE TO BE WOLMANIZED PRESSURE TREATED FOR A SERVICE LEVEL 2 EXPOSURE. ALL OTHER PARALLAM BEAMS ARE TO BE WOLMANIZED PRESSURE TREATED FOR A SERVICE LEVEL 1 EXPOSURE. VERIFY BEAM TIE DOWN CONDITION. REPLACE WITH 3/4"0 THREADED ROD IF REQUIRED (SEE DETAIL) EXISTING 8"0 CONC. COLUMN EXISTING 2-SPAN PARALLAM TO BE REPAIRED EXISTING 8"0 CONC. COLUMN --� EXISTING ROOF TRUSSES TO REMAIN, TYP. EXISTING PARALLAM TO REMAIN EXISTING CMU WALLS BELOW, TYP. COLUMNS --► FIELD VERIFY REMAIN A REMOVED xA I I I I I I I I Icp VERIFY EXISTING CONDITION OF BEAM CONNECTION AFTER EXISTING BEAM IS REMOVED. REPLACE AS REQUIRED (SEE DETAIL) vJ Lu O C' L t! � i--- Cy, W C) CC Fit. r —r—r- , C)cc C� C3 -cc L" LL Q fn tL m ---------- - ---�� ------- -- ----� \ i Q m Lu Q Z i Gt!1 — S � ll.F - -- -- T---� ' I I I I `r` o u --- Q - -r-r---r--'i ^Q rr ;g trl VERIFY EXISTING STRAP CONDITION. IF ACCEPTABLEREMOVE, PARTIAL PLAN VIEW CARES NOTAILS TO DAMAGEFROM THE HENEX EXISTING TIESTR APD DOWN. BEAM TAKING Scale: 1/8"-V-0" RE -NAIL EXISTING STRAP TO NEW BEAM W/ 10d NAILS FILLING ALL HOLES. IF EXISTING STRAP IS DAMAGED COL OR MISSING, USE NEW SIMPSON HGA10KT FRAMING ANGLE EACH TRUSS TO PARALLAM CONNECTION.--1 10"t I ISTING P (2) 3/16" x 12" x 8" PLATES (1-EACH SIDE) W/(4) 3/4"0 A307 THRU BOLTS. EXISTING 2-PLY 1 3/4" (3 1/2") x 11 7/8" PARALLAM 00, 1, 0„ 4" 4" 21" ISTING PARALLAM EXISTING WOOD TRUSSES ® 24" O.C. COLUMN TO REMAIN /`F— EXISTING VERIFY IF EXISTING TIE DOWN IS PRESENT �� CMU WALL AND IN GOOD CONDITION. IF NOT, DRILL & EPDXY 3/4"0 A36 THREADED ROD 8" INTO 5 174,E EXISTING COLUMN AT (� THRU EXISTING BEAM. I USE LE N x 3" SQ. PLATE WASHER & 0 o USE SIMPSON HGUM 5.25-SDS & PAD OUT DOUBLE NUT AT TOP OF BEAM. ° 0 0 ° EACH SIDE EQUALLY W/ PLYWOOD SO TOTAL TRIM BOLTS AFTER FASTENING ° ° BEAM WIDTH IS 5 1/4". GLUE & SCREW BOLTS (DISRUPT THREADS TO PLYWOOD W/(4) #10 SCREWS ON EACH CORNER PREVENT BACKOFF) MAKING SURE NOT TO INTERFERE W/(24) 1/4"0 PLYWOOD SPACER x 2 1/4" WOOD SCREWS FROM BUCKET. (2) 3/16" x 12" x 8" PLATES PLATES EACH SIDE OF ATTACH TO GROUT FILLED CMU WALL W/(8) (1-EACH SIDE) W/(4) 3/4"0 3 1/2" x 11 7/8" 5/8"0 x 5" TITEN HD CONCRETE ANCHORS. A307 THRU BOLTS. P.T. PARALLAM BEAM. A SECTION CONCEALED FAVINENS OR AitACH11M1'S s-1 Scale: 1/2"_V-0" O i 0 = �� PLYWOOD EACH SIDE EXISTING 8"0 CONC. REVISIONS I By n w $ J n Cam- °O v c, C O LIL Cr_ 11J CL Q wo Cc Lj Q Ld M 2 0 J cc CL I 0- DRAWN CA, CHECKED A.W. DATE II/IS/11 SCALE AS NOTED SHEET S-1 SHEETS ' e,