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SENC-06-3060Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 n Number: INSP -35805 Permit Number: SENC -12 -06 -3060 ed Inspection Date: December 13, 2012 or: Bruhn, Norman er: ASMUS, BARRY b Address: 515 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Screen Enclosures Inspection Type: Final Work Classification: Repair Phone Number Parcel Number 1132060171100 Building Department Comments REPLACING SCREEN ENCLOSURE ON EXISTING CONCRETE SLAB permit renewed 12/12/12 Inspector Comments Passe V; ✓� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 12, 2012 For Inspections please call: (305)762 -4949 Page 24 of 24 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: ( park1 O� BY: 9ooaoe® FBC 20 Permit - aD Master Permit No. BUILDING ROOFING JOB ADDRESS: S 15 L o\ City: Miami Shores County: Miami Dade Zip: 3S I'3 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder)( <. 6A,f t1L$ Phone#: C321'S') '7S$ 2 Address: SANt Are, A aiCThc" City: State: Zip: Tenant/Lessee Name: Phone#: Email: C.PA I oL , C 'Ad CONTRACTOR: Company Name: MitArc, Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration New ❑Repair/Replace ❑Demolition Description of Work: &uoe c s- "°t- 2 ei e c¢R� Color thru tile: ****+ x************ ********* * ************ Fees* **a: ****** ********** +x **** ****** ******+x****** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ' 1 ) et) 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 FT ECTRICAL 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 Signature Owner or Agent I Contractor The foregoing instrument was ac owledged bef j e me this 'CJ� The foregoing instrument was acknowledged before me this day of I •_ , �� i1.1 1�. Li : A day of , 20 _, by who s onally known to me • who has 'roduced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P LIC: NOTARY PUBLIC: Sign: Print: My Commission Exp yCommission # EE 128810 "14; ii'' N'i?o', Bonded Through ' a ID Sign: Print: My Commission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: Pa l �, DATE: 1Z/it /17— ADDRESS: S IS N , ( ■ (6 klilitA 1 , , 3'319 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 I have read and understood the following disclosure statement, which entitles me to work as my own contractor; !further understand that I 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 new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or 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.I.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. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial -E�i,r/ 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial /tea 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 71. 51 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.myforidalicense.comldbor /pro /cilbfndex.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and .understands that I am the party legally and financially responsible for the proposed construction activity at the following address: SIS AT (CAPS , /. laorm4 �f6 r • Initi 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this I day of By Produced there icense or Atimpf ,2012 me or who has as identification. as personal) CLAUDIA V. CUBILLOS Notary Public . State of Florida My Gomm Expires Sep 23. 2015 s9, ��� Commission # EE 12881 0 •'•• °o' Bonded Through National Notary Assn. ex,L Miami Shores Village (1 t Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 21421 Permit No Sb,r\1C M.-SC(0 PERMIT APPLICATION �'`'`� Master Permit No. FBC 2004 DEC > 1 2000 BY:_ Permit Type (circle): ; adding Electrical Plumbing Mechanical Roofing 2.c.,;) _ ( 75'i -c Ott Owner's Name (Fee Simple Titleholder) Nv t K. 1 , , ;: " Phone # «. _ 7 s s Owner's Address a, laM C:x City N,,xm t State FL, , Zip 3 3!' Tenant/Lessee Name Phone # Job Address (where the work is being done) r g ) 7- Vic_ 1t:„;a City Miami Shores Village County Miami -Dade FOLIO / PARCEL # ' / • • C. ' "t. Zip 753 Is Building Historically Designated YES $, NO Contractor's Company Name j �; j = X c ,t `ti "� : "_ `� + ,_; 'r °) Phone # Ci ) Contractor's Address / S 3' City ' ._ 1 1 - -. Qualifier Name �,�. �.. . State Certificate or Registration No. Certificate of Competency No. C C.. <> ' S " 1 1 vi State Zip .r > ) 2. Phone # Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: Addition ❑Alteration ['New Describe Work: Li -t'- 4 id c c > re— Repair/Replace ❑ Demolition 7( (• .. 1, ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees****'********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Go L L - CCF $'00 CO /CC Notary $ Training/Education Fee $ 9.D.0 Technology Fee $ 15 Scanning $ (4) •0 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ comic 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 • bse ce of s ch posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ifAAd ,�uI Owner or Agent The foregoing ins ent was acknowledged before me this The foregoin; instrument was acknowledged before me this day ofrir- , 20 ,by+ who is personally known to me or who has produced As NOTARY PUBLIC: Sign: ) Print: l 1 ; on and w�St� oa !i..:er�', o.A �P SIGN e D0504085 2010 COM My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I Contractor , day of j , ' . E w , 20 t , o. .l t r , y.)t who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB Sign: Print: ): ; My Commission 0 "."4". . MARJQRIF SHORT "frfo,n (407) 39&150 "!-:" Y COMM15S1ON # DD504085 kES Jan. 4,2010 Florida No4nr/ Service.com xpires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning RealQuest.com ® - Report Property Detail Report For Property Located At 515 NE 101ST ST, MIAMI SHORES FL 33138 -2450 Owner Information: Owner Name: ASMUS BARRY K Mailing Address: 515 NE 101ST ST, MIAMI SHORES FL 33138 -2450 CO20 Phone Number. Vesting Codes: / / Location Information: Legal Description: MIAMI SHORES SEC 4 AMD PB 15-14 LOT 16 BLK 94 LOT SIZE 50.000 X 115 OR 10114 -187 0878 4 BARRY ASMUS &W PAMELA Page 1 of 2 J D60 FIeaIUvest.com County: DADE, FL Census Tract / Block: 11.04 / 1 Township- Range -Sect: 5342-06 Legal Book/Page: 15 -14 Legal Lot: 16 Legal Block: 94 Market Area: 23 BB9 Neighbor Code: Owner Transfer Information: Recording/Sale Date: / Sale Price: Document #: Last Market Sale Information: Recording/Sale Date: / 07/1971 Sale Price: $31,000 Sale Type: Document #: Deed Type: Transfer Document #: New Construction: Title Company: Lender. Seller Name: Prior Sale Information: Prior Rec/Saie Date: / Prior Sale Price: Prior Doc Number. Prior Deed Type: Property Characteristics: Gross Area: 1,849 Living Area: 1,664 Tot Adj Area: 1,645 Above Grade: Total Rooms: Bedrooms: 4 Bath(F/H): 2 / Year Built / Eff 1925 / Fireplace: # of Stories: 2.00 Other Improvements: Site Information: Zoning: R -21 Flood Zone: Flood Panel: Flood Panel Date: Land Use: SFR Tax Information: Total Value: $258,535 APN: Alternate APN: Subdivision: Map Reference: Tract #: School District: Munic/Township: Deed Type: 1st Mtg Document #: 1st Mtg Amount/Type: 1st Mtg Int. Rate/Type: 1st Mtg Document #: 2nd Mtg Amount/Type: 2nd Mtg Int. Rate/Type: Price Per SgFt: Multi/Split Sale: Prior Lender. Prior 1st Mtg Amt/Type: Prior 1st Mtg Rate/Type: Parking Type: Garage Area: Garage Capacity: Parking Spaces: Basement Area: Finish Bsmnt Area: Basement Type: Roof Type: Foundation: Roof Material: Acres: Lot Area: Lot Width/Depth: Res/Comm Units: Assessed Year: 0.13 5,750 50 x 115 1l 2005 Construction: Heat Type: Exterior wall: Porch Type: Patio Type: Pool: Air Cond: Style: Quality: Condition: County Use: State Use: Site Influence: Sewer Type: Water Type: Property Tax: 11- 3206 -017 -1100 11- 32-06 -017 -1100 MIAMI SHORES SEC 04 AMD 167133B MIAMI SHORES $18.63 / 1 CONCRETE BLOCK CONCRETE BRICK COMPOSITION CONCRETE/MASONRY PATIO POOL. SINGLE FAMILY SINGLE FAMILY $2,191.50 http: / /www.realquest.com/jsp /report jsp ?serverid =rg03 &client= &action = confirm &type =ge... �� Sy 5/12/2006 Miami Shores Village Building Department Planning & Zoning Critique Sheet Permit No.: SENC06 -3060 Applicant: Barry Asmus Job Address: 515 NE 101St St, Date Comments December 21, 2006 Pool enclosures must be located not less than 10 ft. from the side lot line. Initials 10050 NE 2 "d Avenue Tel: (305) 795 -2207 Miami Shores, Florida 33138 Fax: (305) 756 -8972 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. // ° az 17 - /'/ krb STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements 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. 1 111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 21 IO6R 13554 -25 OR Bk 25211 Ps 3164; (Ups) RECORDED 12/21/2006 09:21:06 HARVEY RUVIN, CLERK( OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: CI MI INI4A4 i f _ • 3i'c38 (n t o1n, < u LI y rir--L1 / c + j ( t i k ? 'J 2. Descriptio of improvement: �G•c -e S C.-� s . (.6 �; rz c" -�— li ► J ► -� 516`'6 3. Owner(s) name and address: PX Ate, e S C /Y- PIC Pt) y 54 (Y I.r wt ,� ).R.r�� 33 }3 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: JiMP S . 100 1 NU� Dr Plan 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: q-ii 9►s oo L,, °@tom,:' gu, �JcY1� M \F� • 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be se provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners, designates the following person(s) to receive a copy of the Lienor's Notic in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recordinul differen date i , = earned) Signatur of Owner Print Owner's Name . AS1444.9 Sworn to and subscribed before me this /5 day of Dec_p , 20 C) `. Notary Public Print Notary's Name My commission expires: 3 123.01 -52 PAGE 4 8/02 Prepared by A(4 P)Ott re. - s!JO,/ FIP 3/4" NO ID FENCE CORNER 0.07'S 0.6'W CONCRE 9.0' LOT 15 BLOCK 94 0.95'FENCE TO L 2.50'BT SET PIPE ON PL 7 -08 -06 r Z •, � Ih 1. / LOT 16 / ■��� BLOCK 94. '11.20'ONE S ORY. c/ CBS o o RESIDENCE 7-9.95.; .4, # 515 0.66' LOT 17 BLO Kv,94 m EQUI I M ©T •4 S n8tl p 0 PO 0.66' ■ • OMNI PLANTER DEC gt-72, LTIG-N 2 1 2006 DI 12 NE 102N0 STREET 11 10 9 8 14 15 17 7 16 6 U 19 5 20 4 21 3 22 2 23 24 J FND NAI 7 -08 -06 49.99' M FND NAI —08 -0 SIDEW LK SPLiIALT PARKWAY E'PI E SET PIPE VT DGE >. PAV'T EDGE —0 —06 7 -08 -06 •.'.'.'.'.'.'...'.'.2Q'.. ASPHALT. P.. AYEMEN. T. '.'.'.'.'.'.'.'.'.'.'.•.'.'.... (75�. TOTAL. Rlw. PER, PLAT): .... . NE 141ST STREET •••••••••••••••••• ................. ............................... .................. ............................... LEGEND A/C CONC CBS COL BT CB FH AIR CONDITIONER CONCRETE CONCRETE BLOCK STRUCTURE COLUMN BUILDING 11E CATCH BASIN FIRE HYDRANT PP POWER POLE LP UGHT POLE FIR FOUND IRON REBAR LB UCENSED BUSINESS FIP FOUND IRON PIPE PL PROPERTY UNE FDH FOUND DRILL HOLE OHL OVERHEAD UNE FN &D FOUND NAIL & DISC 20' NE 101ST STREET LOCATION MAP NOT TO SCALE 10' 0' 20' GRAPHIC SCALE SCALE: 1"=20' W Z BOUNDARY SURVEY PROPERTY ADDRESS: 515 NE 101ST STREET, MIAMI SHORES, FLORIDA 33138 -2450 LEGAL DESCRIPTION: LOT 16, BLOCK 94, OF AMENDED PLAT OF MIAMI— SHORES SECTION No. 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15 AT PAGE 14 OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. FOLIO No. 11- 3206 -017 -1100 FLOOD INFORMATION: COMMUNITY # 120652, PANEL: 0093, SUFFIX "J" FLOOD ZONE: "X", DATED: MARCH 2, 1994 REVISED: JULY 17, 1995 (ELEVATION CERTIFICATE NOT REQUIRED) SURVEYOR'S NOTES: 1.— THE ABOVE CAPTIONED PROPERTY WAS SURVEYED AND DESCRIBED BASED ON THE ABOVE LEGAL DESCRIPTION PROVIDED BY THE CLIENT. 2.— THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. EXAMINATION OF ABSTRACT OF 17TLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3.— OWNERSHIP SUBJECT TO OPINION OF TITLE. 4.— ACCURACY THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. 5.— THIS PLAN OF SURVEY DOES REFLECT ALL EASEMENTS AND RIGHTS OF WAY AS SHOWN ON REFERENCED PLAT. 6.— FOUNDATIONS AND /OR FOOTINGS THAT MAY CROSS BEYOND THE BOUNDARY LINES OF THE PARCEL HEREIN DESCRIBED ARE NOT SHOWN HEREON. 7.— THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS SIiOWN HEREOF►. • 8.— THE SURVEYOR DOES NOT DETERMINE FENCE AND /OR wave DILNERSHTP. • • 9.— TYPE OF SURVEY BOUNDARY SURVEY. 1 • 0.— NORTH ARROW • DIRECT7ON AND BEARINGS SHOWN HEREON AIV 7ASED ON • • • • RECORDED PLAT BOOK 15 AT PAGE 14 OF THE PUBLIC RELt1RDS OF • MIAMI —DADE COUNTY, FLORIDA. •.••.• •. • 11.— THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ?PI£•ORIGINAL••.• RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER.• ADDIT7001S • AND DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER* "WV THC. • •' • SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE I4PJ ,CONSENT • OF THE SIGNING PARTY OR PARTIES. • • • 12.— ELEVATIONS »1IEN SHOWN ARE BASED ON NATIONAL GEODETIC,VERTIgAL DART' 13.— BENCH MARK USED: N/A ••••• 14.— THIS SURVEY MEETS ALL APPLICABLES REQUIREMENTES OF.1'HE eFLORIQA•: •. MINIMUM TECHNICAL STANDARDS AS CONTAINED IN CHAPTER 61G17 -6 FM • 15.— UNDERGROUND UTIU11ES ARE NOT DEPICTED HEREON CONTACT THE APPROPIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR CONSTRUCTION ON THE SUBJECT PROPERTY. CONTACT BUILDING AND ZONING DEPARTMENT PRIOR TO ANY DESIGN WORK 16. - THIS SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY. 17.— THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. * BARRY K. ASMUS PSM UE DME M R &M R/W WP WM FND PROFESSIONAL SURVEYOR & MAPPER UTILITY EASEMENT DRAINAGE & MAINTENANCE EASEMENT A MEASURED D RECORD AND MEASURED RIGHT OF WAY WOOD POLE WATER METER FOUND CENTER UNE RADIUS ARC DELTA TANGENT WOOD FENCE CHAIN UNK FENCE IRON FENCE ELEVATION PSM & ASSOCIATES, P.A. PROFESSIONAL SURVEYOR AND MAPPER & DEVELOPMENT CONSULTANT 311 NW 136111 AVENUE, MIAMI, FLORIDA 33182 Telefax: 305 - 226 -4337 Cellular. 305 - 979 -6087 E —mail: psmsurvey®hotmail.com FIELD DATE: 05 -08 -06 FIELD BOOK: FILE JOB NO: PS -1124 REVISED: 07 -08 -06 UPDATE REVISED: PILAR SOLER, PSM STATE OF FLORIDA No. 6310 LB 7149 DATE: a -®3 -0 ...... • .• • • • • • . •..•. •.••. • • • •.... • • ip E\ 2-8101V VIM MIMICS 2X2 2X1 \ 2X1 9 V 1 ■ ° 9 2xt I dt 2Xi ♦ �,y 2iC1 6'- `° g� . 6'- ° 91x2 10- `° 2X2 \ / 1' -3" 1' -3 ° I T -31° 1' -3" 40' , < X 29' -1° / r 2x2 1x7 6' -91° 6' -9° 6' -4 • 6'- 40' -10° LEFT ELEVATION TOP VIEW 2x2 FRONT ELEVATION NOTES - EXISTING THICKENEDGE FOOTING WITH 1 03 CMTII∎ ICUS. - THE EXISTING STRUCTURE, SLAB , AND FTG A1RE ADEQUATE TO SUPPORT THE LOADS UP AND DOWN, AS PER RATIONAL ANAL ISYS. - DOOR TO SELF CLOSE 4 SELF LATCH. ... • • • • •• ♦ �c- a -' t- 2x2 9 9 V S4 2xz 9 I ♦ 6'- `° g� 6, -4' 6'- ° 91x2 10- `° 6,- ° 6' -4° / 40' -I0° / RIGHT ELEVATION Z • Fc 1 m 0 5 0 �J1I • • .g I . Id • • • • • Guide • BARRY K. A811118 DESI 1ED W, PAII. P@ANA DRVITC VA DATE 8.8•®8 cHKD : DATE 8-8 -08 000000 •• • 000000 • • •....• • • ••..• • • •••.• •....• • • 000000 • • 000000 • • ACID DWG ecieztasi PROD N0. 064308 FLORIDA DESIGN CRITERIA DESIGN PARAMETERS CODE EDITION : FT8C 2004 BULDNG DESIGN AS PARTIALLY CLOSES. BASK: WIND SPEED VELOCITY MN, 140 MPH 3 SEC GUST PvPORTANCE FACTOR .77 EXPOSURE . 'C • VELOCITY PRESSURE ROOF ' 10 NSF. WORST CASE WALL • 26 PSF. NANKIN SOL BEARING CAPACITY • 2,500 PSF. BUILDING MIGHT • 5 60 FT. ROOF DEAD LOAD • 3 P8 ROOF LIVE LOAD • 'D.4 PSF CONTNJOUSLY LOAD PATH FRONDED. NO SHEAR WALL REQUIRED. B• • 10 NSF. •18PSF. SCREEN ENCLOSURE 1 FORCE COEF8CENT STRESS W/ 1/3 NC. FOR WIND : 20,000 PS 2 MAXMUM DEFLECTION ROOF- SPAN/60 3. MAIMUM SCREEN OPENING - 603 4. ALLOWABLE ALUM8 4.4 ALLOY - 6063 -16 GENERAL NOTES: 1 SCREEN ENCLOSURE DESIGNED N ACCORDANCE WITH THE 2004 FLORDA BULDNG CODE & ASCE 7-98 Z SCREEN ENCLOSURE SHALL COMPLY WITH 510)72 ED BUL.DNG SETBACK LINES 3. THE 80853N ENCLOSURE SHALL NOT BE CONSTRUCTED UNDER ELECTRIC SERVICE CONDUCTORS OVERHEAD ELECTRIC WNBJG. 4. THE TOP FLANGE OF THE ENCLOSURE SHALL BE LATERALLY SUPPORTED WITH A MAXIMUM SPACING OF 40 TINES ITS WDTH( ENTIRE STRUCTURE SHALL BE BRACED N THE ROOF PLANE, AS INDICATED N RGURES 1 AND 2. 5. THE EXISTING FASCIA BOARD SHALL NOT BE LESS THAN 2 NCH NOMNAL THICKNESS. FOR OVERHANG SUPPORT PFOTAMTION REFER TO TABULATION OF CALCULATIONS FOR THE ABILITY OF EXISTING BLDG. TO &PPORT ADD1ONAL SCREEN LOADING' 6. STRUCTURAL TEOU9EAENTS D =TATE THE 6846)UM BOLT SZE SHALL BE 1/4 NCH DIAMETER. 7. ALL EXPOSED FASTENERS SHALL BE NONMAGNETIC STARLESS STEEL OR MAY BE HOT-DIPPED GALV. STEEL 8. ALL MASNORY ANCHORING DEVICES SHALL BE MADE OF NON-CORROSIVE METAUC CONSTRUCTION OR MADE OF VRGN P.V.C. PLASTIC OR MATERIAL OF APPROVED DURANUTY. 9. LATCHES ON DOORS OF SWIMMING POOL ENCLOSURES STALL BE S -6' ABOVE TKRES40LD AND SHALL BE SELF - LATCHING AND SELF-L00(NG TYPE 1. ANY METALLIC ENCLOSURES WITI4N RVE 72.21 OF THE INTERIOR WALLS OF SWWMBNG POOLS SHALL BE ELECTRICALLY BONDED. 11. 1748 SCREEN ENCLOSURE S4611 BE ATTACHED AND SECURED TO A PERMANENT STRUCTURE RE PROJECT LAYOUT SKETCH FOUNDATION NOTE& t ABED ON RATIONAL ANALYSIS THE ALLOWANCE N PLACE. BEARING CAPACITY SHALL BE 2500 PSF 141335 (UPON DIGGING N TF¢ FELD THE SOL CONDITION S N QUESTION, THE CONSTRUCTOR SHALL NOTIFY ENGINEER N ORDER TO PERFORM SOL TEST TO 06.13944 CORRECTIVE MEASURES TO BRING SOL CONDITIONS TO APPROP(4TE BEARING CAPACITY. 2. A CONTINUOUS CONCRETE FOUNDATION AS PER FIGURE 9 B RREOU1ED FOR THE ENTIRE LENGTH OF THE SCIEEN ENCLOSURE, VERTICAL MEMBERS SHALL BE ATTACHED TO THE FOUNDATION 3. ALL ANCHORS, SHALL PENETRATE 11E CONCRETE SLAB A MN OF 11/4' N ADDITION TO PENETRATING THE THICKNESS OF ANY F791 MATERIAL APPLE OVER THE SLAB. CONC. ANCHOR SHALL BE V4' X 21/4' CONCRETE SCREW, TAP - CON OR APPROVED W/MBN. 1500 LBS. PULLOUT. CONTROL OF SCREW 3' MN. FROM EDGE OF SLAB. 4. ALL EXT. SCREEN WALLS SHALL BE SET BACK A MIN OF 3' FROM EDGE OF Sk'P SLAB. 5 9 THE FOUNDATION B EXISTING, A SMALL 301780N ENCLOSURE LESS THAN 400 SQ. FT DOES NOT REQUNE A FOOTER 6. WALLS SHALL BE SUPPORTED BY A CONT0'A10US CONCRETE FOUNDATION NOT • LESS THAN 8' DEEP, 8' WIDE, AND ONE •5 CONT. BAR OR 24' X 24' X 17 PADS W /(3) *5 BARS EA WAY. 7. CONCRETE SHALL HAVE A 144W.1 COMPRESSIVE STRENTH OF 2500 PSI AFTER 28 DAYS. ALUMINUM NOTES: 1 STRUCTURAL MEMBERS BEAMS AND COLUMNS SHALL HAVE A 6131M THICKNESS OF 0.055 NOES (TOLERANCE .006 NCH) 2. CHAR? RAIL. PURLINLS AND BOTTOM RAL SHALT. BE A MEOI UM OF 0.055 THICK WITH ND MIDNLS TOLERANCE. 3. ALL MEMBERS PALL BEAR THE ALLOY AND HEAT TREATMENT MATT, 6063 -T6 A110 ON 4.4 ALLOY BEAMS WILL BEAR EXTRA OENTTFICATION STAMPED ONE FOOT FROM EACH END OF BEAM FOLLOWING ARE APPROVED MARK BON 6063 -76, M- 63 -T6, 4163 46. 4. ALL SECTIONS ARE ALLOY 6063 46. ALL CONNECTORS ARE ALUNPNM ALLOY 2024 -74 OR EQUAL. 5 411044 44 N CONTACT WITH EXPOSED WOOD REQUTES PANTING AS PER FLORDA BULDNG CODE CHAPTER 20. 6. ALUMINUM N CONTACT WITH CONCRETE MUST BE COATED WITH APPROVED MATERIAL AS PER FLORA 51)14)NG CODE CHAPTER 20 7. SHEET METAL SECREWS (SAS) MAY BE USED FOR CONAECTIONS OF SECONDARY MEMBER BARS. ALL PRMARY MEMBER BARS SHALL BE CONVECTED WITH BOLTS, POP RIVETS OR OTHER POSITIVE CONNECTORS. 8. SHEET METAL SCREWS MAY BE UTILIZED ONLY N 385146 OR SEAR N ALUMINIUM LESS THAN 0.090 NCH TICK 9. ALL CONNECTORS SHALL BE RATED BY LOADS TESTING OR AS LSTED N MANUFACTURERS CERTFED DATA TABLE A COLUAM BASE ANCHORED women FOR SCREEN BJCLOSI/RE WND UPLIFT • 100 NET. FOR 88838740) 602 OPEN COLLM9 SPAN UPLFT 4 X UPLFT ANCHOR BOLT SPACES EU !POUNDS POUNDS SF E & EM EDNENT DEPTH 8' 10 420 1680 1/4' DIA - 2' EMBED. 9x17 15 630 2,520 14' DA. - 2' EMBED. 77 75 73 70 65 6.3 6.1 6.8 6b 64 62 4.9 46 46 20 840 3,360 1/4' DIA - 7 EASED. 72 6.8 65 6.3 6.1 58 55 63 63 6A 4.7 47 4.4 4.4 25 1,050 4200 3/8' DIA. - 21/7 EM8ED. b 30 1,260 5,040 3/8' DIA - 2 1/2' EMBED. iv 35 1,470 5,880 3/8' DIA - 2 1/2' EMBED. 800 40 1,680 6,720 3/8' DIA. - 21/2' EMBED 7' 10 368 1,470 1/4' DIA. - 2' EMBED. .. rhilliTIVI 15 551 2,205 1/4' DIA - 2' EMBED. 200 20 735 2,940 1/4' DIA. - 2' EMBED. ALBS -LIZ 25 919 3,675 V4° DIA. - 2' EMBED. 164 30 1,103 4,410 3/8' DL4. - 2 1/7 EMBED. Nin 35 1286 5,145 3/8' DNA. - 2 1/7 EMBED. A6d 40 1,470 5,880 3/8' DIA. - 2 1/2' EMBED. 6' 13 315 1260 1/4' DIA - T EMBED. !f'Si- 4.!'[iiiY9'i 15 472 1,890 V4' DIA - 2' EMBED. 20 630 2,520 1/4' DIA - 2' EMBED. - -� 25 787 '' 3,50 1/4' DIA - 2' EMBED. 10260 T 30 945 3,780 1/4' DIA - 2' EMBED. r_. • r 35 1102 4,410 3/8' DIA. - 2 V2• EMBED. ©®® 40 1,260 5,040 3/8' DIA. - 2 1/7 EMBED. 5 10 263 1,050 V4' DIA - 7 EASED. OR 5 394 1,575 " V4' D64. - 2' EMBED. LESS 20 525 2,130 1/4' DIA. - 2° EMBED. 25 626 2,625 ° V4' DIA. - 2' E48ED. 30 788 3,150 V4' DIA. - 2' EMBED. ®' 35 919 3,675 1/4' DIA. - 7 EMBED. !',1"1[X3 40 1,050 4,200 3/8' DA. - 2 V2' EMBED. NOTE 571 ANGLES SEWING TIE COLU+M TO 11E CONCRETE TO BE 7 X 3' X V8' X 7 LONG. USE TWO BOLTS PER CLP - FOUR BOLTS 9E9 COLU.NM N ALL CASES. (SEE ANGLES 70 COWEit DETALU 1..MAK ROOF PLAN 40 -0' NOM 4t-0' MAX „■„ ROOF PLAN 48-0' NOM FC-3 MAX. „L, /, 567-0' ROOF P1414 58-4 MAX. WALL ELEVATION WALL ELEVATION ROOF PLAN FIGURE 2. SCREEN TYPES • WALL ELEVATION WALL ELEVATION WINDLOAD = 10 PSF. EXPOSURE 'B' (WEST PLM BEACH COUNTY) APID (5) (PW) (Tw) (L) (L3) I IZ3J (L) (12) EXPOSURE °C (BROWARD COUNTY) _ EXLMONG BLDG. TABULATION S3PPO�RT ADDITIONAL LOADING MAX64A4 OVERHANG WIDTH ALLOWABLE FOR GIVEN TRUSS OR RAFTER SZE mY FEET)124 p (384) (E) (Fx) 60 BOX BEAM SPAN @J I•tt l) ROOF SLOPES UNDER 2 1/2 N 12 ROOF SLOPES ABOVE 2 1/2 N 12 a� (384) (10.1 x 106) (Ix) m L 1.V (8978) (Ix) - 2X4 2X6 2X8 2x10 9419 2X4 2X6 2X8 2X10 9x17 L (60) (5) (10) (144) Tw Tw 0-8 11 14 17 20 23 26 29 32 as 41 41 48 43 3.6 33 31 29 26 25 23 22 21 19 18 17 17 15 55 54 52 48 4.6 44 42 AD 3A 3.6 34 33 3.1 3.1 77 75 73 70 65 6.3 6.1 6.8 6b 64 62 4.9 46 46 10.0 9.6 95 91 88 86 83 8A 7.8 7.5 7.3 7.0 6.6 6.6 12.4 120 38 114 112 10.9 1.6 10.3 101 9.8 94 94 8.8 8.8 32 31 29 28 27 26 24 23 22 21 20 t9 t7 t7 63 51 45 4.6 44 42 4D 3.7 3.7 35 33 32 29 29 72 6.8 65 6.3 6.1 58 55 63 63 6A 4.7 47 4.4 4.4 92 90 87 8A 81 7.9 7.7 75 73 7D 65 67 66 6b 113 111 10.9 1.6 10.3 1.1 98 95 95 94 92 9.0 89 &7 MAR( TYPE b d TNa1GE Twm IX iv 400 600 6.00 7.00 800 11.12 PATIO 4 . .'• m 6.83 �, .. I r,I •- INffihni 7 1079 .. rhilliTIVI 15.33 . t • 4 'i7 IME. 3.--7 1 1 200 Et1 /21 19.899 ,1 ALBS -LIZ 9107 �1M 17.16 064 164 161 ______ 2528 2421 Nin r. 2209 �;;� ;� A6d .064 2790 LAP BEAM 3387 26.68 2676 14.63 `, •. ALBS 23,61 !f'Si- 4.!'[iiiY9'i 2251 2203 6. ; I •. 4I . • TUBS - -� 2.00 FAQ 160 525 064 064 10260 T � <g it 2640 ) sa(:zis i27j)1r Tai r_. • r - R_, t.g. •,4WA v1' 7169 LAP BEAM W 3/8 STRAP T88 ©®® 525 064 28.990 4022 ®�c� 7�c?� iiiii 3192 8183 LAP BEAM IC4:!�l. , r - .072 1&720 34.7• c�'ifi '7 8LBS LAP BEAM W 3/8 STRAP ®N 599. 172 2&720 40.10 ®' ®® 3182 BUNS i =: !',1"1[X3 _I)• ... 172 4601 7 1543 . • 1 ALL DOSING FASCIA TO 8E A MN. OF 2' THICK AND M91ST BE SECURED TO EACH TRUSS OR RAFTER END WI A 1554UM OF C E 1/4' X 3 OSP LAG SCREWS PER ram OR RAFTER 2 F ROOF OVERHANGS NOT COMMON. A SPECFIC CALCULATION WILL BE RECIUBRED BY THE 13NGNIER CF 88003) 3 CONNECTION DIRECTLY TO CONCRETE T5. BEAM W/ 501ID CBS WALL BELOW WAS CALCULATED TO BE SAFE N ALL CASES 9LB5 280- .072 24760 3543 •457.1.1- I(zym • •::L - d' M7N n/1111M111 4009 EM.EN 3452 : ; dam .1.j. I . I ®I . CF7 , I. I 1, :. .. w( :� 389 192 47.980 Y4 uw M77w)[' i .4,. *NOTE THE MAXMN SPAN-N 113S TABLE MAY RE INCREASED BY 3 FT FOR MANSARD DOME ROOFS DtE TO MINTY OF THE GUSSET PLATES MN.SPAN SEE BEAM SCHEDULE EXPOSURE 'C BROWARD COUNTY) COLUMN SCHEDULE ( SCREEN FABRIC ROOFS) M.85044/ COLUMN HEIGHT FOR GIVEN SPACING MARK TYPE 410 450 600 650 610 6.50 7.00 7.50 8.00 302 PATIO EXTRUSION 645 8.13 7.:... 7.60 7.39 7.19 702 6,86 6.71 ALBS LAP BEAM 1116 1073 10 - DM 9.76 949 926 9D5 886 8.80 LAP BEAM 1340 1289 12.44 1206 1171 1140 11.12 1387 1364 6.83 LAP BEAM 1602 1733 16.73 1621 1674 15.33 1495 14.61 1430 7LBS LAP BEAM 20.68 19.899 1920 16.60 9107 17.59 17.16 1677 16.42 84.65 LAP BEAM 2528 2421 23.47 2274 2209 2150 2098 2050 2007 9LBS LAP BEAM 3387 26.68 2676 24.96 2424 23,61 2303 2251 2203 NOTES THIS TABLE APPLES TO BOTH BEARING AND NON BEARING WALLS FOR HORIZONTAL WIND LOADS CONTROL, N DESIGN. ALT WALL BRACING DETAIL 2'X2'K -BRACE 3' X 7' 0.055 PLATE W/6, * 12 TEKS UPRIGHT 8' MAX. 8' MAX. TYPICAL ROOF PLAN 2' X 2' CHANNEL K- BRACE NOTE t x r x 1/16' ANGLE W 6, *2 IBM ON TIE NSDE OF 116 5-BRACE 2'X2'K -BRACE SCREEN FABRIC DETAIL SHEET: PER F.B.C. 2004 OPTIONAL 3/8 a 1 V4' strap B BEAM RE: TABLE 1 /0 CHAR RAIL 2' RE TABLE 2 SCREEN ELEVATION • • • •• 00000 • 00000 NOTE: K- BRACING REGURED N EACH DIRECTION AT EACH CORNER NOT ATTACHED TO EXISTING STRUCTURE RE: FIGURES 1 AND 2. • • • • ••••• • FLAT HE GABLE SCREEN ENCLOSURE WALL AND BRACING FIGURE 1 : SCREEN TYPES N.T.S. LAPBAM Ala Ea 7L.B 1018 TRK SCREWS •10 SMS 024' oC TOP & BOT. 2.0° SNAP BEAM 602 24)2 MANSARD 4.67° .50' 0.078° r1. 5' SUPER GUTTER 250 R 5.25° HMI MEMO 61 03101 Me= OD MSS OA a0 TEMIMM. B1791615 OS MIVWMOM as OM01111 031 MU ram aT+aaamsTm$ NMMPi MOTI I,, Imam= mow v.a031ecamm et MEM a M. FP. •••0.706010 aaa ea rele®esc sme• MOM av 1010=31 DS .1:13 vv WSW eo®ea•=vrM as weaalWal➢C _MM a B8liaea6 ARUM p DLLB OI■o z ig -A. I 4 i z 0 g pi 0 OH 0 g LI a • 0 • 0 • • • W • • •• CI • 0 • • 0 • 0_••. • 43)9871 MARY K. 4610.18 DESIGNED BY: PAI4. MAMA DRWN2 YA CHID DAT5 6.8.06 DATE 8.5 -00 •••••• • •• • • • • • 000000 • • • • •••••• • • SHEET e- 2 5 '/7x/4' TAPCONS AT EACH COLUMN PAVER DECK X 3' OR 2' X 4' COLUMNS 2'X2'X0.12SANGLE EA SDE OF COLUMN W/ .12 TEKS EACH SDE (4 TOTAL) 2 1/7 PAVER 1 .5 CONT. 8" CONCRETE 2' X 6' AND LARGER '5' HIGH 2'X2' X OAR ANGLE EA SDE OF COLUMN W/ .12 TEO EACH SDE (4 TOTAL) 1/4' X 2 3/4' CONC. SCREW. 2' X 7 X 0 :125 ANGLE EA SDE OF COLUMN W/ .12 TEKS EACH SDE (4 TOTAU 1/4' X 2 1/4' CONC. SCREW. 2' X 5' AND LARGER COLUMNS 2' X 2' COLIAANS 4 *10 01'SMSEA COL INTO NTEROR GROOVES T X 2' OPEN BACK .5 CONT 8° 7X3' & r X 4' COLUMNS 1/4' X 2 1/4' CONC. SCREW. FOUNDATION ANCHORAGE N.T.S 7 X 3' & 2' X 4' COLUMNS 2-.5 (EA. MD W/ 3.1 EA CLP TO COL 3' FROM EDGE TO BOLT MN) X3'OR7X4'COLI8NBNS 7 X7X0.125'ANGLE EA SDE OF COLUMN W/ .12 TEKS 4 TOTAL (4 TOTAL) 1/4' X 2 1/4' CONC. SCREW. X 2' OPEN BACK EXT. ATTACEID TO POST HALVES 2-CONC ANCHORS • EA. 0.1' GEE TABLE A) & 20 CC. ELSE1NHERE. ENSH GRADE o 11 EXLST'G 500. 8'x8' FTG. W /1-.5 FTG. DET. W/ NO SLAB N.T.S) 2' X70125X2' ANGLE EA SDE OF FRIGHT W/ 2 .12 TEKS. SUPPORTNG A BEAM NOTE: WALLS SHALL BE SUPPORTED BY A CONTNOUS CONC.& t FOUNDATION NOT LESS THAN 8' DEEP , 8' WIDE, MO ONE .5 CONT. BAR OR / 16' X 16' PADS W/ (21.4 BARS EACH WAY CONCRETE SHALL HAVE A MNNUM COMPRESS.VE STRENGHT OF 2500 PS AFTER 28 DAYS !R NMI 5VIA/ T *. A y i EA ANGLE ON VW 2' X UPRIGHT PER TABLE 3' Mk OM B 7X70.1225 X 2' ANGLE EA SDE OF UPRIGHT W/ 2, .12 TEKS. 2 1/2' PAVER 5C • NT. CONC. FOOTER NOTE ANGLES MAY BE SEC1RED TO CONCRETE W/ (03/7 DA X 2 -1/r LONG EXPANSON ANCHOR N LIEU TO TAPCON SCREW TAP -CON MASONRY ANCHOR 1/4'X2 V4' X r SCREEN CHANT Y �!IIf 11I1i a 4 • d 4 3 a o d 111 . T -BOLTS 5E SET TO TIE MAXIMA POSSBLE DEPTH WMCH ALLOWS ASSEMBLY OF WASHER & NUT SEE MANIFACT S4EYS ASSEMBLY INSTRUCTIONS FLAT OR ANGLED NTEREECTNG BEAM 7 X r Pax ATTACHED AS BELOW 1,1/4' X 3 1/2' THRU -BOLTS FA SDE OF BEAM 2' X2X0.125X7AIGLE W/ 2..12 1E(3 EA SIDE OF NTERSECTNG BEAM. VG X�2 1 W/ NIT AND WASHER TOP OR BOTTOM CONCRETE ANCHORAGE DETAIL (NT.SJ MASONRY WALL DETAIL BUTS) NOTE MAJOR BEAM MUST BE OF EQUAL OR GREATER ST E THAN INTERSECTING BEAM T X 2' SCREEN CHANNEL W/ 1, 1/4' X 2' LAG OR TEK • 24' O.C. MAX. BEAM TO BEAM CONNECTION DETAL AT EA BEAM 1' X 2 V2 X 0.062 ANGLE CAP W/ 4,12 TEKS T X 2 ' SCREEN CHANNEL W/ 2. •A SMS. ONTO POST WALLS SDE OF POST TX7 SNAP T02' X 2' CONNECT TO POST W/ 2 .10 X 1-V2' SJ3 4.W SMUT KM GROOVES FLAT OR ANGLED MAJOR BEAM OVERLAP SELF -MATING BEAMS TO FIT THE POST 2'X2' X0125' ANGLE CLP W/ 2, .12 TEKS EA LEG BEAM TO POST CONNECTION DETAL BENT PLATE ANGLE 714 7 X 0.1251 CONNECT MAN BEAM AP4) POST W/ .0 AS REQ. 2' X 2' PERMETE2 BEAM CONNECT TO BEAM W/ 2-.41 X 1 -1/2' 5W41 2' X2' X 0.125' W /4-010 X6/8' SMS ('-'\ BEAM TO COLUIN N.T.S PURL IN TO BEAM N.T.S. 2, 1/4' X 3 1/2' LAGS 2' SCREN CHANNEL STITCH BEAM W/ .10 X 1/2' SMS 024' 0.0 NOTCH BEAM TO PIT POST SCREEN FABRIC DETAIL SHEET: PER F.B.C. 2004 0 CHAIRRAIL TO COLUMN N.T.S 7X2'UPRIGHT 4, .12 TEXS - - ' s , - - - - _ - _ _ _ I 0 - - - -\` 0 0 0 2' X2' X0125X 6'ANGLE TRANSOM PANEL CONNECTION DETAL 0 HMS•iBM•VIS 11106•10110 us ar•m a••4 Miff MS■ at Iaaw�ao•In av asa am ••®aa _! anm.am, 3••43a &••Rmrt mm ., sir °a ammo OPEC 1•1111.0•59i11 =DM MO 01 MI. PUP. IMO 0111•970 eai1•03384 CO Rai3O4 074 aura 81111 IS MI MOMS MO mommaxa. aRt••••=R ®a al4R a• is MIwm 81319.096 OP6.011 • • • • •• •••• •••• •••• • •••• OOOOO • •• •• SEE SCHEDULE BELOYR • • • FOR FASTEN•1G SC EDLLE• ( 0 0 0 FASTENING SCHEDULE: 6' 3EA)a GUSSET AND • OF SCREWS (TOTAL .) m5 o. 2X4. 055 W/ 4 •14 X 3/4' SW ON EACH ME OF EACH BEAN (TOTAL K) T 2' 7 X 6' .065 W/ & .14x3/4' S64S ON EACH FOE OF EACH BEAN (TOTAL 24) 2' 2 2 X 2 062 W/ 6.14X3/4• SUS ON EACH SDE OF EACH BEAM (TOTAL 24 27 2 2' X4' 062 W/ 6.14 X3/4' SAS ON EACH SDE OF EACH BEAM )TOTAL 24) 26' 3' 2X9' A72 W/ 6 .14X3/4' WS ON EACH SDE OF EACH BEAU (TOTAL 24 3' 3' %^ ` BOX BEAM SPLICE \,J N.T.S • • • • • i 0 N ta Z • • • • • • • • • •• • CLIENT BARRY K. A@I`NB DESIGNED BY: PAUL PHANA DRWN: VA DATE 8 -8.08 •.••.. •• • •••••• • •••••• • • •••e• • • 000 000000 •• • 00.56•• • • •.•.•• • • ACAD DWG) GOREEIJ J SHEET S -3 5801 NO. 06.808 OF 4 • UPRIGHT BOX BEAM EXISTING PLUMB OR 1' X FASCIA SCREW EXISTING 2° X FASCIA TO WD TRUSS TAILS WITH (') MM 1/4' LAG SCFREWS. MN 2' EMBEDMENT UsITO EACH WOOD TRUSS ATTACH BL0018G TO TRUSS BY USr'G A L 27271/874' GALV MTh WN4 CLP W/ (21 3/8' AIL THRU BOLTS TIINU TRUSS & 5 8d X 2-1/2' GALV NALS NTO 2' X BACKNG 2X2X0.125 ANGLE W/ 4.10 X 1/2' SMS ADD ADDITIONAL 27(6' RWORCNG BLOCKING 1'X2' OPEN CAHNPELEXT. ANCHORED 10 FASCIA & ROOF SUPPORT W6 (U 1/4' X 2 3/4' LAG SCREW 1' X FACIA REINFORCEMENT DETAIL rX 2° X 1/8' X 10' LONG ANGLE BRACES AT EACH SCREEN ROOF BEAM *10 S.M.S. THRU BRACE TWO •14 X 1 -1/4' LAGS EACH SIDE OF BEAM BOX BEAM 2'X2'X1/8' TWO 1/4' T TO BOX 3' RISER X 12" WIDE ALUMN. ROOF PANELS 2'X3'X1/8' ANGLE ON EACH SIDE E W/ OLTS STRUCTURAL GUTTER BEAM COLUMN T OFF AND CAP OPTIONAL TWO 1/4' THRU BOLTS W/ WASHERS STRUCTURAL GUTTER W/ COLUMN DETAIL SCREW EXISTING 2' X FASCIA TO WD TRUSS TAILS WITH (1) MN 1/4' LAG SCFREWS. MNI. EMBEDMENT INTO EACH WOOD TRUSS EXISTING PLUMB OR DEGREED 2' X FASCIA 2X2x0.125 ANGLE W/ 4.10 X 1/2° SMS 1' X 2' OPEN CAHM4EL EXT. ANCHORED TO FASCIA & ROOF SUPPORT W/ 01/4' X 2 3/4' LAG SCREW EXISTING PLLIvO OR DEGREED 2' X FASCIA (RIGHT BOX BEAM (FIAT OR ANGLED) SCREW EXISTNG 2' X FASCIA TO TRUSSES TAILS WITH CD MN V4' LAG SCFREWS. MN. 2' EMBEDMENT INTO EACH TRUSS 2 X 2 X 0.125 ANGLE W/ 4.10X1/2'5148 T X 2' OPEN CAHM4EL EXT. ANCHORED TO FASCIA & ROOF SUPPORT W/ (1) 1/4' X 2 3/4' LAG SCREW EASING RIMS OR SQUARE 2' X FASCIA SCREW EXISTING 2' X FASCIA TO RAFTER TALS WITH OR Vol) TRUSSES W/ (1) MN 1/4' LAG SCFREWS. MIN 2' EMBEDMENT INTO EACH OR TRUSS 4 412 1685 EA. BRACE OPTIONAL Z -BRACE MAY BE LED 2 X 2 X 0.125 X 2 ANGLE EA. SIDE OF BEAM W/2 • 12 TEKS OPTION TO CUT SQUARE T X 2' SCREEN CHAP■EL W / *12 TB( do24'O /C V4'X2'LAGS 24' O.C. INTO FACIA 1/16'X1' X ANGLE SHIM BEHIND GUTTER ( DECREED FASCIA ONLY) EXTRUDED ALUM. GUTTER 1'X5'0.125ANGLE BRACING CLPS AT EA BEAM STRUCTURAL GUTTER TO FASCIA DETAIL WITH TRANSOM EXISTNG PLUMB OR DEGREED 2' X FASCIA 4 • 12 TEKS EA BRACE OPTIONAL Z -BRACE Y BE USED T X 2' OPEN CHANNEL EXT. W /MASOI■?Y ANCHOR NTH MN 2' EMBEDMENT ®24° O.0 BOX BEAM (FL■T OR 2'X2'X0.125 ANGLE W/ 4 '0X1/2SMS SCREW EXISTNG 2' X FASCIA TO RAFTER TAILS WITH OR WD TRUSSES W/ (1) MN. 1/4' LAG SCFREWS. MIN. 2' EMBEDMENT NTO EACH RAFTER OR TRUSS EXISTNG PLUMB OR DEGREED 2' X FASCIA EXISTNG MASONRY WALL W/ CONC. TE BEAM SCREW EXISTNG 2° X FASCIA TO RAFTER TALS WITH OR WD TRUSSES W/ (1) MIN. 1/4' LAG SCFREWS. MN 2' EMBEDMENT INTO EACH RAFTER OR TRUSS SKEWED 2X2 PURIJN. (FLAT OR ANGLED) 2' X 2' X 0.125 X 2' SKEWED ANGLE EA SIDE OF BEAM W/ 2, * 12 TEKS OPTION TO CUT SQUARE f X 2' SCREEN CHANNEL W /•12TEKRO24'O /C 1/4'X2'LAGS 24' O.C. INTO FACIA 1/16'X1' X ANGLE 514 BEHND GUTTER ( DEGREED FASCIA ONLY) EXTRUDED ALUM GUTTER 1' X 5° 0.125 ANGLE BRACNG CLPS AT EA. BEAM STRUCTURAL GUTTER TO FACIA DETAIL WITH 2X2 PURLIN OPTION TO CUT SQUARE • • • ••••• • eeeee • •••• eeeee V16' X 1' X ANGLE SHIM • BEHIND GUTTER ( DEGREED FASCIA ONL! • • • EXTRUDED GUTTER REVERSED & ATTACHED CONTINUOUSLY ALONG FASCIA STRUCTURAL GUTTER TO FACIA DETAIL (OPTIONAL ATTACHMENT METHOD) CONNECTIONS TO .ADJACENT STRUCTURE SCREEN FABRIC DETAIL SHEET: PER F.B.C. 2004 •••••� • • • • • • • • •• • REVISIONS SOILPROBE ENaN; a' INC & TESTING gel dia • O ' U • I,, • au • n, • • • • IL • • - 0 • IL., •• • CUENF BARRY It ASKS DESIGNED BY: PAUL PBANA DRWNN vA CHM: DATE 8-8 -08 DATE 8 -8 -08 •••••. .- • OOOOOO • • •••••• • • ••••• • • OOOOO OOOOOO • • • OOOOOO • • OOOOOO • • ACID DWG SHEET S AA PRO) NO1 06-SOS j OF 4