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770 NE 98 St (14)CLAUDIO CAN YOU PLEASE MAKE INSPEC IN THE MORNING. THE OWNER HAS A DOCTOR APPOINTMENT IN THE AFTERNOON. TY Passed 27 ° C7 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: =8458 Inspection Date: 06/13/2006 Inspector: Grande, Claudio Owner: SWAN, ROBERT Job Address: 770 98 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Monday, June 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number (305)471 -1734 Parcel Number 1132060142310 Lot: Page 2 of 2 Date 06/06/2006 Permit Receipt Permit Number: RC -5 -06 -1422 Invoice Number: RC -6 -06 -25085 Applicant: ROBERT SWAN Company Name: Payment Type CheckNum Check 8993 Amount $122.35 Total Payment: $122.35 Tuesday, June 6, 2006 Page 1 of 1 , (cSozo 3:11-/ p rn BUILDING PERMIT APPLICATION FBC 2004 Value of Work For this Permit $ FOLIO / PARCEL # // 32_, ©b0 /`/Z3/ o Submittal Fee $ Notary $ Scanning $ v.c Radon $ Bond $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Baildin Electrical Plumbing Mechanical Roofing / ' Owner's Name (Fee Simple Titleholder) &REA/ sk��� �� • Phone # 3 Or- V - /7 3 `T Owner's Address 117o `7o Al 7s .r% i City fil/ /3M l sRoge State s' / Zip 32 /38 Tenant/Lessee Name Phone # Job Address (where the work is being done) '770 iVC ?8 S7'c City Miami Shores Village County Miami -Dade Zip 33 / 3R Is Building Historically Designated YES NO Contractor's Company Name OG.'/`l Ede-. Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # / i Type of Work: ❑Addition ['Alteration ❑New Repair/Replace ❑ Demolition Describe Work: /'LA-CE •r - -' di C •q�t / � - .230c,,Z.. ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F e s ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** llp Permit Fee $ Training/Education Fee $ DPBR $ Square / Linear Footage Of Work: Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ) • a5' Gi Permit No. C 06 42 Master Permit No. CCF $ . 2-0 CO /CC Technology Fee $ 2.77S Zoning $ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent V Contractor The foregoing instrument was acknowledged before me this g5 The foregoing instrument was acknowledged before me this day of , 20 (X, , by N /r 1�w* , day of , 20 by who is pe onally known to me or who has produced 2 6 .191 Lf , who is personally known to me or who has produced 9 Vi . 'D'{ 0 t7 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 02/08/06) APPLICATION APPROVED BY: MONICA LISSETH DIAZ MY COMMISSION # DD 483995 EXPIRES: October 202009 Bonded Thnr Notary Public Und.nwritsrs Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning Issue Date: 6/5/2006 Owner's Name: ROBERT SWAN Permit Type: Residential Construction Work Classification: Garage Door Job Address: 770 98 Street NE Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: REPLACEMENT OF GARAGE DOOR Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 11/21/2006 Type of Construction: GARAGE DOOR Stories: NA Front Setback: NA Left Setback: NA Bedrooms: NA Plans Submitted: Yes Certificate Date: 5/25/2006 Occupancy: Single Family Exterior: NA Rear Setback: NA Right Setback: NA Bathrooms: NA Certificate Status: NA Additional Info: NA In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $5.00 $110.00 $3.00 $2.75 $122.35 Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RC - - - 1422 Phone: (305)471 -1734 1132060142310 Lot: PB: Total Square Feet: 0 Total Valuation: $ 1,150.00 Required Inspections Final Invoice Number RC - 6 - 06 - 25085 Total: Amt Due $122.35 0 � P MD Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. NAME: ADDRESS: VILLAGE OF MIAMI SHORTS OWNER BUILDER DISCLOSURE STATEMENT Ac,BC =fT S'tti(�,� r/�. DATE: 5/25°6 77o /11L 7Y Do hereby petition the Village of Miami Shores•to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And Ihave read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that 1 as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell dr lease a building you have built yourself within one year after the. construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means. that you must deduct F.1.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. L I hold title to the above property and 1 am planning on doing this construction Initial "di 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. 1 understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. Was acknowledged before me this Produced there License or Initial 7. ['understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8: I. understand that under state and local laws I can not do • any Electrical, Plumbing, Heating, Air & Roof work on my•property with out first obtaining the proper permits by licensed contractors. Initial c� IIY 40416,/.:7 / S�,v,�, p12 who was personally known to me or who has t i9az 4E `%.656 b as identification. MONICAUsso 483996 M' COMMISSION 0t 90� 4�8 EXPIRES; O t U r otnetn Now � Witty �.� - -_ • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVIISION NOTICE OF ACCEPTANCE Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT: Drawing No. 101702 -24, titled 'Door Models: 83, 84A, 93, 94, H93 & 1194 ", dated 11/18/96 with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products, signed and sealed by M.W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the reciagt dit6e $uildir g.Otfiaral• • • This NOA renews NOA # 01- 0326.01 consists of this pigs 1 as avetl as.t&e approval document mentioned above. The submitted documentation was reviewed by.Crin ' nt.�E.. • • • • 1Q • • • • • • • • •• • • • • •. • ••• • • • • • • • • • • • • •• • • •• • • • • • • .•. • • • • ••• • • • • ••• ••• • • • • • • • •• •• • • • .•• • • • • ..• • • • • • • • • 119 CE V ED MAY 4 i 5 2006 BY: ROTC 1 Z MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 1411.. NOA No 03- 0428.04 Expiration Date: August 21, 2008 Approval Date: June 5, 2003 Page 1 Clopay Building Products Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 4 1. Drawing prepared by Clopay Building Products Company, titled "Door Models 83, 84A, 93, 94, H93 & H94", Drawing No.101702 -24, dated 11/18/96, with last revision on April 2003, sheets 1 of 1, signed and sealed by M W. Westerfield, PE. B. TESTS 1. Test report of large missile impact test per PA 201, cyclic wind pressure test per PA 203 and uniform static air pressure test per PA 202 on "9' x 8' door model 73", prepared by American Test Lab of South Florida, report No. A1L 1112.01 -96, dated 11/13/96, signed and sealed by W. Mehner, PE. C. CALCULATIONS 1. Calculations dated 01/10/97; pages 1 through 2, prepared by M W. Westerfield, signed and sealed by M W. Westerfield, PE. D. MATERIAL CERTIFICATIONS 1. Tensile test report No. CTL986B, prepared by Certified Testing Laboratories, dated 12/16/96, signed and sealed by R. Patel, PE. 2. Salt Spray Exposure test report No. MTS 258592, prepared by Celotex Corporation Testing Services, dated 08/17/98, signed and sealed by R G. Miller, PE. E. STATEMENTS. 1. Affidavit of minimum yield strength compliance prepared by Mark Westerfield employed by Clopay Building Products Company, signed by M Westerfield and notarized by S. E. Rodenhauser on 05/05/03. 3 Affidavit of no financial interest prepared by Mark W. Westerfield PE. with no date, signed by M W. Westerfield PE. and notarized by M E. Knisley. 4 Letter of code compliance prepared by Clopay Building Products Co. on 01/10/97, signed and sealed by M W. Westerfield PE. 5 Letter of no change issued by Clopay Building Products on 04/23/03 signed and sealed by M. Westerfield, PE. .. ••• • • • • • •• • • • • • • • • • • • it • • • • • • • • E -1 • ••• • • • • . • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Candido F. Font, PE. • • • ••• • • • • • • • . • • • • • • • • • ' • • NOA No 03- 0428.04 . ... . . .. • .... • • • • • • • • • • • • • • Expiration Date: August 21, 2008 Approval Date: June 5, 2003 Senior Product Control Division DOOR HEIGHT • 1raii=kffidal)ir:Ly Y . • r /Q•1rr1111 - rMQ •1114 1F1`JPt1• ■OTMlEYiF!:Y•O - Lmi[•_]/EIIIiJ1fEMIMIF imIFIIRaQur1sT•]iion11 F11 :01∎I ■D6VIAIMN MMLIIIIIEAMt:ra• ]Ms - - - - LICUiliElilEMMIIIIMELIMEAMIL81111 111011111111FEWAINDIESINIIVIENT4111 iG1S•ii(fIl/C6ILLiT:7R• 1.1x+.lill1TLIR 41211111011WIRLIFILIONSMEED.MMTIAIN:Dil .. Imo• 18ESi11011 4 .. ' NPd 1.. • • • • • • • • •• • • • • • • • • 1• ICI 1 III 1MII I •III1=II I II II UI1111II I IIi�iir III I II�I I IE 1,]L1 IR1a.■41‘11 • • LOCATNp•IrSP1ONAL VENTS• mMAVMUM VEER QPENING: 50 IN' • • • • LR. DOOR 0' • • 2 0 MODELS 83. 84A. 93. 94. H83. H94 END STILES ATTACHED TO 000R SKIN WITTY PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) A •• • • SECTION •••• • •••• • '01' TRACK CONFI(BJRATION • • • • HORIZONTAL TRACK SUPPORT BY • DOOR INSTALLER (70 SUIT) • • • • • • • • 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5 /16 -5/8 WOOD LAG SCREW.. 2' GALV. STEEL TRACK, TRACK THICKNESS: .050" TY EL ) )P. 2- 1/2'x12 GA. GALV. STE TRACK BRACKET. ( 8) TRACK BRACKETS PER 510E (UP TO 112'41 GH . SEE END HINGE DETAIL. SEE INTERNED. HINGE DETAIL TWO POINT LOCKING INTO TRACK PER 5 MIN. ENGAGEMENT OPP05RE D 5005 LOCK F (SEE LOCK OPTIONS) SLOE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH 510E OF DOOR. INSITIE SI ITIF BOLL 1 no( OPTIIN END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE SOLE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) A 04 �If iII�l ��i III I • • 1� 1III1=II1II1=II I II•1•III III=IIIE ■ !I I-I I IUD 1 1 I M 'IIIIMII II I !Mill III�III" II, III II LI =11? LOCATION OF OPTIONAL VENTS ®MAXIMUM VENT OPENING: 50 IN' MAX. DOOR WIDTH - 9' -0' I851DE ELEVATION 010510E KEYED LOCK OOK RAR I OC3(IN1 2.6 6000 JAMB 12 CA CALV. STEEL TRACK BRACKET FASTENED TO W000 JAMB WITH ONE 5/115 WOOD LAC SCREW PER BRACKET. 2' GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET BOLTO ONE & NUT TWO 1/4 RIVETS. END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF 000R. JAMB CONFKXJRATION P REPARATION OF JAMBS RY OTHFRS '- 2 STEEL ROLLER. NOTE' SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. INTER. STILE OUTSIDE KEYED 1ANDLE 14 CA FNO HINGE STOP MOULDING BY 0008 INSTALLER (TO SUIT) 20 GA MIN. GALV. STEEL END STILE 20 GA. GALV. STEEL INTER. STILE SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SRN LATCH ON EACH SIDE OF DOOR END STILE INSIDE HANDLE MRg9FKEYED LOCK SNAP I ATCH I OCK OPTION PRODUCT RENEWED as c•••-.._ ri:h Lhr Florida 24 CA MIN. 0 -40 91N. GALV. STEEL (MIN. YIELD STRENGTH: 28 KSI, DRAWING OUALNY) WITH PRIMER AND BAKED -ON POLYESTER PAINTED TOP COAT APPUED 70 BOTH SIDES OF STEEL. TWO POINT LOCKING INTO TRACK PER SFDG 36 5/8 MIN. ENGAGEMENT 4 000 SIDES DOOR) (SEE LOCK OPTIONS) (4) 014.5/8' SHEET METAL SCREWS 0.,_ (4) 1/4'.3/4' SELF TAPPING SCREWS • 18 GA. GALV. STEEL INTER. HINGE FASTENED TO EACH /114t5/8 SHEET METAL / SC 4 REWS. 7/18' PUSIINUT INSTALLED 044 ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION. 14 GA GALV. STEEL 0190 HINGE FASTENED TO END STILES 1.1/(4) EACH /4': METAL ING SCREWS (4) DESIGN ENGINEER: NARK W. WESTERFIELD FLORIDA REG STRATTON No. 48495 MECHANICAL ENGINEERING 18 GA, INTERMFTXATE HINGE 04 -- _ r - 2' THICK = Clopay AAA • /16 /96 PLOT 1_42 aoPAr BUILDING PRODUCTS COMPANY ,,,� 8585 DUKE BLVD. 11 MASON, 0H 45040 WW Building Products (513) 770 -4600 rim I Company Of8° SFCTRIN A - 12 GA GALV. STEEL TOP ROLLER BRACKET. EACH 1 R A CK T ATTACHED 1V S/41) LAP JOINTS. 14 GA GALV. STEEL END HINGE EACH FASTENED TO END STILES W /(4) MS/ 6' 5H ( 4 ) / S SELF TAPPING SCREWS. 2- 1/4'.20 GA GALV. STEEL U -BAR. TWO U -BARS PER ET(C SECTION, EP1 3140 SECTION WHICH HAS ONE U -BAR. U -BARS MADE FROM 80 KSI STEEL EACH U -BAR ATTACHED IrtlaN /4x3 ' 4'P 0 STILE 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHED 14/(2) 114.5/8 SHEET METAL SCREWS. ALUMINUM 057RUSION & VINYL WEATHERSTRIP. INSTALLER MODEL RETAIL 600EL DESCRIPTION' 93. H93 63 24 GA. STEEL 54144. iB GA STEEL END 511LES 94. H94 84A 24 GA RIFE SKIN: 18 GA PAINTFO_SJF71 FF1r1 SOLES - ALL DOOR 900ELS ARE RAISED PANEL EMBOSS THE 2.6 VERTICAL W000 JAMBS ARE 10 BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS ANY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE 2196 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. SACK CELLS 56ALL BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS /5 BAR EXTENDING INTO THE FOOTING AND INTO 11E BEAMS. ANCHORS CAN BE 1/4'x1 -3/4' EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8• FROM 90TTOM AND 16 0.C., f18 W1111 3/8 (1 -3/4' EMBED) RAWL LOK/BOLT ANCHOR STARTING AT NO MORE THAN B' FROM BOTTOM AND 24 0.C. DESIGN LOADS: +42.0 PSF & -48.0 PSF. B I .. a x.7, 101T0Z -2. 9'O14 x 12'0'6 gym' DOOR MT1aF1 S: 83, 8414, 93, 94. H93, 694