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130 N Scott Ave; 18-3853; SCREEN ENCLOURSUREN t 4• SEP 1 1 2018 :, PERMIT APPLICATION Application No: 1 __" 3 g S Documented Construction Value: $ 1 0 0©, 6 n Job Address: (,6#'f ?,. in h ,d Historic District: Yes No14, Parcel ID:Residential 0 Commercial Type of Work: New Pq.Addition Alteration Repair Demo Change of Use Move Description of Work: Wo NO b h. I'Y UC J o r r2.e-fit 7ed n C o r-f- Plan Review Contact Person: U ZF' ' Title: prresf d_e.^J Phone: q7i - 3 Jq _1690 Fax: q07-337-02Z Email: tX, 1 Y fro SCr-r_.1Yh' Coy-i Dl l 1 Property Owner Information Name GLVI Caral Phone: ` O7 q7V- 310 Street: "TT G 1 V`6, Resident of property? : S City, State Zip: J O V1 L l 5 217 % Contractor Information R Name i G h, n I rb ' C_ Street: HI U P-4(yym ? I GI C.-e City, State Zip: 0041 Phone: _ q 07 3 51 / 0 0 Fax: 07- 3 3 - 02 o 2 State License No.: Architect/Engineer Information Name: P . ( LL Street: 0- " ,, ml City, St, Zip: _ P6 f4 ('J,g r 16 F-_(. 33 kt Bonding Company: lr v A Address: Phone: 1 1 — 3 2/- 59 6 Fax:- _ / w - E-mail: Mortgage Lender: NA Address: WARNING 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT 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 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date:10 Edition. (2017) Florida Building Code 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 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 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 of 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. 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 RECORDING YOUR NOTICE OF COMMENCEMENT. 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. ,-1 0-0, r0 I C Print Owner/Agent's Name Personally to Me or Type of ID Contractor/Agent is Produced ID APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: zk: n!'1) COMMENTS: OK h c Sfrc.cf n Suc h lecper aiuvw%tt.., o4ic / ai s``"A tin lqn . Rev 11.08 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Do ented Construction Value: $ ( , W`y• 2 Job Address: fM. Historic District: Yes No Parcel ID: — -©i Zoning: Description \f Work: Plan Review Contact Person: Title: Phone: l P perty Owner Information !/ Name 0.QPhone: Street: , Resident of property? : V 4City, State Zip: Contractor Information Name ( Phone: Zkl- 33 9-4 oq o Street: 40, Fax: `'1/ Q '-bq City, State Zip: %State License No.: Arc/ hite/ct//., gineer Information — Name. Phone::7 I l t - l V r Street: Fax: City, St, Zip: 0 33 E-mail: Bonding Company: Mor. age Lender: Kb4 Address: Address. l' PERMIT INFORMATION Building Permit, Square Footage: 1 Construction J_of St ies:' No. of Dwelling Units: Flood Zone: Electrical Plumbing New Service — No. of AMPS: New Construction - No. of Fixtures: \. Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: vI REQUIRED OTSPECTION SEQUENCE Bpff- Address: ING PERM, T Mln lyltax uspeeflofi Descripti6n. Footer / Sefback Stemwall Foundation / Form Board. Survey Slab [Mbno Slab. Pre our Lintel / Tie Beam / Fill Down Cell Sheathing -L Walls - Sheathing! Roof Roof Dry 1 Frame I Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspe6,tion Final Solar Final Roof Final Stucco. /,Siding Insulation Final Final Utility; Building` Final Door Final. Window - Final ScreenRoom: Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Vamily Residence' Final, Building (Other) MzX ""5pIlms 2C.go __p Deser 2tion 7LE-1—ec—ttric, Underground Fboter /'Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final min Max I<uspecdon Descri2flon Plumbing Underground Plumbing Sewer. Plumbing Tub Set PlumbingFinal zx: Insipection Mechanical Rough Mechanical. Final Max rMspection: Descrigeon Gas Underground Gas Rough Gas Final 8/15/2018 SCPA Parcel View: 30-19-31-502-0100-0010 fp#uFl.oasan Parcel Information Property Record Card Parcel: 30-19-31-502-0100-0010 Property Address: 130 N SCOTT AVE SANFORD, FL 32771 Parcel 30-19-31-502-0100-0010 Owner( s) COWAN, DAVID S COWAN, CAROL A Property Address 130 N SCOTT AVE SANFORD, FL 32771 Mailing 130 N SCOTT AVE SANFORD, FL 32771 Subdivision Name MARVANIA 1ST SEC Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2013) 68. 8 69.02 17. 5 66.5 67.75"`-- 69 1 2 m a1 2 v v L- i. ®1 LL - l® ' e z_ W 3 5 j 5 3 o z 135 z 137. 5 4 r 3 N 135 Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 311,893 293,785 Depreciated EXFT Value 16,721 20,561 Land Value (Market) 179,550 179,550 Land Value Ag Just/ Market Value 508,164 493,896 it PortabilityAdj' Save Our Homes Adj 9,370 5,831 Amendment 1 Adj 0 P& G Adj 0 0 Assessed Value 498,794 488,065 Tax Amount without SOH: $8,616.00 2017 Tax Bill Amount $8,505.00 Tax Estimator Save Our Homes Savings: $111.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOTS 1 2 3+ 4 BLK 1 1ST SEC MARVANIA PB 4 PG 100 Taxes Taxing Authority Sales Find Comparable Sales Land----- Assessment Value Exempt Values Taxable Value County General Fund 498,794 50,000 448,794 Schools 498,794 25,000 473,794 City Sanford 498,794 50,000 448,794 SJWM( Saint Johns Water Management) 498,794 50,000 448,794 County Bonds 498,794 50,000 448,794 Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 3/1/2012 07741 0470 713,000 Yes Improved WARRANTY DEED 8/1/2008 07057 1743 865,000 Yes Improved WARRANTY DEED 6/1/2005 05806 0135 112,500 No Improved WARRANTY DEED 6/1/2005 05806 0132 112,500 No Improved WARRANTY DEED 6/1/2005 05806 0130 112,500 No Improved WARRANTY DEED 6/1/2005 05806 0129 112,500 No Improved PROBATE RECORDS 6/1/2005 05786 1615 100 No Improved PROBATE RECORDS 6/1/2005 05774 1092 100 No Improved ADMINISTRATIVE DEED 6/1/2005 05806 0133 50,000 No Improved http:// parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=30193150201000010 1/2 8/15/2018 SCPA Parcel View: 30-19-31-502-0100-0010 IMethod I Frontage I Depth I Units I Units Price I Land Value FRONT FOOT & DEPTH I 135.00 I 249.00 I 0.1 $1,000.00 I $179,550 Building Information Description Year Built I Fixtures I Bed I Bath Base Area Total SF Living SF I Ext Wall I Adj Value Repl Value Appendages Actual/Effective 1 1 FSINGLEAMILY 1953/1990 10 I 3 1 2_5 2,593 3,769 I 2,593 FINISH Permits Description Area GARAGE 440.00 FINISHED OPEN PORCH 344.00 FINISHED OPEN PORCH 344.00 FINISHED OPEN PORCH 48.00 FINISHED Permit # Description Agency Amount CO Date Permit Date 03141 10 X 12 SHED SANFORD 4,375 10/25/2017 01913 COVERED BOAT DOCK SANFORD 15,500 6/11/2009 02914 CONSTRUCT BOAT DOCK SANFORD 15,000 7/17/2006 03344 PLUMBING ROUGH SANFORD 4,300 7/12/2005 00920 REROOF SANFORD 12,720 12/16/2004 Permit data does not originate from the Seminole County Property Appraiser's office. For details or questions concerning a permit, please contact the building department of the tax district in wnicn me property Is located. Extra Features Description Year Built Units Value New Cost SHED 1/1/2017 1 480 500 PATIO 3 4/1/2009 1 2,713 3,500 BOAT DOCK 3 4/1/2009 1 5,120 8,000 BOAT COVER 2 4/1/2009 1 2,560 4,000 BOAT DOCK 3 4/1/2006 1 4,160 8,000 FIREPLACE 2 4/1/2005 1 1,688 2,500 http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=30193150201000010 2/2 101 0 RICK SCOTT, GOVERNOR CO N STRUC. i THE 13U.ILDING.0 PROVISI10 JONATHAN ZACHEM, SECRETARY I ' • •. 5 STATE OFFLORIDA REGULATION t JTACT®R;H{EREIN I w SR FF CHAPTER 489 FLORIC G BOARD MNDER THE A-" dUTES EXPIRATIOWMA AUtaGUST 31, 2020 Always verify licenses online at MyFloridaLice nse.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. SE iM NOLE COUNTY BUM MESS TAX IaECE pT JOEL M. GREENBERG, SEMINOLE COUNTY TAX COLLECTOR PO BOX 630 1 SANFORD, FL 32772 1 407-665-1000 WWW.SEMINOLE000NTY.TAX VALID THROUGH 09/30/19 DESIGN PRO SCREENS INC 887 WATERWAY PL Account #:190404 LONGWOOD, FL 32750 JEFFREY CHEFFER (OFFICER) REGULATED License # - CBC1252116 Qualifier- CHEFFER JEFFREY H Receipt #: WEB#2018081517161 Amount Paid: $ 45.00 Date Paid: 08/15/2018 COR®® A CERTIFICATE.OF LIABILITY INSURANCE DATE (MMn Y4/ 22/20182018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Insurance by Ken Brown, Inc. 707 Pennsylvania Ave Ste 1300 Altamonte Springs FL 32701 CONTACT NAME: PHONE FAX E t • 321-397-3870 A/c No): 321-397-3888 E- MAN ADDRESS: certificates@insbykenbrown.com INSURER( S) AFFORDING COVERAGE NAIC # INSURERA: Amerisure Mutual Ins. Co 23396 INSURED DESIG-1 Design Pro Screens, Inc. 887 Waterway Place INSURER B : Old Dominion Insurance CO 40231 INSURER C Longwood FL 32750 INSURER D : INSURER E : - INSURER F : rr1VFRAr; FfC CFRTIFICATF NUMBER! 3853359ns REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTROF INSURANCE ADDLITYPE INSDSDWVDSUER POLICY NUMBER POLICY EFF MM/DDY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS - MADE OCCUR CPP21000320302 5/11/2018 5/11/2019 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence 100,000 MED EXP (Any one person) 5,000 PERSONAL& ADV INJURY 1,000,000 GEN' L AGGREGATE LIMIT APPLIES PER: POLICY PE LOC CTOTHER: GENERAL AGGREGATE 2,000,000 PRODUCTS - COMP/OP AGG 2,000,000 B AUTOMOBILE LIABILITY IX ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS X HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY 61P6717B 5/11/2018 5/11/2019 COMBINED SINGLE LIMIT Ea accident 1, 000,000 BODILY INJURY (Per person) BODILY INJURY (Per accident) P OP accident) UMBRELLA LIAB EXCESS LIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE AGGREGATE DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/ PARTNER/EXECUTIVE OFFICER/ MEMBEREXCLUDED? Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A PER STATUTE OERH E. L. EACH ACCIDENT E. L. DISEASE - EA EMPLOYEE E. L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) lrCDTICIr` ATO unl nCD RANCFI I ATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City Of Sanford ACCORDANCE WITH THE POLICY PROVISIONS. 300 N Park Ave ATATIVE AUTHORIZEDREPRESEP.O. BOX 1 788 Sanford FL 32772 1988- 2015 ACUKD CUKNUKA 11UN. Ali rlgnis reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD A 7 0 CC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDNYYY) 2/27/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). SUNZ Insurance Solutions, LLC. ID: (Kymberly) c/o Kymberly Group Payroll Solutions, Inc. 3218 E. Colonial Drive, Ste F Orlando , FL 32803 CONTPRODUCERNAME: Phil Martina PHH° No E t 407-228 6428 acNo E- MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC # INSURERA: SUNZ Insurance Company 34762 INSURED Kyymberly Group Payroll Solutions, Inc. 3218 E Colonial Drive Suite F Orlando FL 32803 INSURER B: wsuRERc: INSURER D: INSURER E: INSURER F: r nx1rRAnr_QrFRTIPWATP NI IMRFR• nnrA'za)o REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTRTYPE OF INSURANCE ADDL NSD SUBR WVD POLICYNUMBER POLICY EFF MM/ DD POLICY EXP MM/ DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS - MADE OCCUR EACH OCCURRENCE 7 DAMAGE To PREMISES Ea o,currOence MED EXP (Any one person) PERSONAL& ADV INJURY GEN' L AGGREGATE LIMIT APPLIES PER: POLICY PRO LOC JECTOTHER: GENERAL AGGREGATE PRODUCTS - COMP/OP AGG AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident UMBRELLA LIAB EXCESS LIAB HOCCUR CLAIMS -MADE EACH OCCURRENCE AGGREGATE DED F1 RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN ANYPROPRIETOR/ PARTNER/EXECUTIVE M OFFICEREMBEREXCLUDED? Mandatory in NH) If yes, describe under - DESCRIPTION OF OPERATIONS below NIA WC010- 00001-018 WCPE0000015205 3/ 1/2018 3/ 1/2017 3/ 1/2019 3l1/ 2018 f TEATUTE OERH E. L. EACH ACCIDENT 1 000,000 E. L. DISEASE - EA EMPLOYEE 1 00O 000 E. L. DISEASE - POLICY LIMIT 1 ,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space is required) Coverage provided for all leased employees but not subcontractors of: Design Pro Screens, Inc Client Effective: 5/11/2017 CERTIFICATE HOLUEK UANIUMLLA I [UM 1451 City of Sanford 300 North Park Avenue Sanford FL 32771 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Glen J Distefano c) 19RR-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 40543929 1 Kymberly Group Payroll PEO 152 MASTER CERT I Shawna Calcatera 1 2/27/2018 1:07:03 PM (EST) I Page 1 of 1 R. BLAIR KrrNER—P.S.M. No. 3382DP. Q. Box 823 — Sanford, Florida 32772- (407) 322-2000 Not valid umithout raised seal of surveyor LAKE MONROE 2' CONC. HEADWALL G" t . e SEP 12 °zoo E_j` I i I fE'p Pik o CO n S/tt c f Gt iCld en enc10swe del q S straw. o n -J/b - OIINOIRONdCAP 73= I( I I ENEF AL NOTES 1. DESIGN CRITERIA: APPLICABLE CODES, REGULATIONS & STANDARDS: 1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23 WOOD. 2. ASCE 7-10. & SE17 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 4. AC1318 CONCRETE REFRENCE MANUAL. 5. PCI PRECAST & PRESTRESSED CONCRETE. 6. AA ASM 35 & AA ADM 1 WIND LOADS: 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1. 2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: D 3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4 CONCRETE & FOUNDATION DESIGN: 1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE APPLICABLE: A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS: I. PORTLAND CEMENT TYPE 1 - ASTM C 150 II. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33 III. AIR ENTRAINING +/- 1 % - ASTM C 260 IV. WATER REDUCING AGENT - ASTM C 494 V. CLEAN POTABLE WATER VI. OTHER ADMIXTURES NOT PERMITTED B. METAL ACCESSORIES SHALL CONFORM TO: I. REINFORCING BARS - ASTM A615, GRADE 60 11. WELDED WIRE FABRIC - ASTM A185 C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT PERMITTED. D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 INCLUDING HOT WHEATHER RECOMMENDATIONS. E. MOIST CURE OR POLYETHYLENE CURING PERMITTED. F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE FBC. G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. 2. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB (3000 PSI) IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS. 3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE OR EQUAL) TYP. ALL LOCATIONS. 4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5 REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/ NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL). 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE NOTED. ALUMINUM SPECIFICATIONS: ALUMINUM EXTRUSIONS SHALL BE-6005 T5 ALLOY UNLESS OTHERWISE SPECIFIED. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. FASTNER SPECIFICATIONS: 1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG.) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, AND FASTENERS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED. 4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT 24" O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS MASONRY SPECIFICATIONS: 1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2. ALL MORTAR SHALL BE TYPE M OR S. 3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. MISCELLANEOUS: D COPY j '' cliC).... Q N u- 6• W o O C:J LuLLJ :Q- a o 00 0 U Q _ N O = Z aeqeq J 6' °°•. Lu Xd iiiiiiiiiiii ` C) o 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS. 3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD. 4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT. 5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE. 6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED RESPONSIBILITIES: 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. LEGEND: (ALL MAY NOT APPLY SCR = SCREEN KP = KICK PLATE PW = PICTURE WINDOW X = HORIZ. SLIDING WINDOW 0 = HORIZ. STATIONARY WINDOW DH = DOUBLE HUNG WINDOW SH= SINGLE HUNG WINDOWREVIEWED SIP = SOLID INSULATED PANEEE CT = CABLE TIE SG = SUPER GUTTER f CS = CLEAR SPAN KB = KNEE BRACE ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2"x2"x0.044" 2 x 3. 2"x3"x0.044" 2 x 4: 2"x4"x0.044" 2 x 5: 2"x5"x0.050" OPEN BACK SECTIONfDPERMIT ISSUED SHA 1 x 2: 1 "x2"0.044" LICENSE TO PROCEED 1 x 3: 1 "x3"x0.044" AUTHORITY TO VIOLA ASIDE ANY OF THE PRC SNAP SECTIONS CODES, THE BUILDING OFF 2 x 2 SNAP: 2"x2"x0.0jEQUIRINGACORRY 2 x 3 SNAP: 2"x3"x0.05 CONSTRUCTION OR 2 x 4 SNAP: 2"x4"0.045" SELF MATING (SMB) 2 x 4 SMB: 2"x4"x0.044"x0.100" 2 x 5 SMB: 2"x5"x0.050"x0.100" 2 x 6 SMB: 2"x6"x0.050"x0.120" 2 x 7 SMB: 2"x7"x0.057"x0.120" 2 x 8 SMB: 2"x8"x0.072"x0.124" 2 x 9 SMB: 2"x9"x0.082"x0.124" 2 x 10 SMB: 2"x10"x0.092"0.398" NOTE: AS INDICATED ABOVE ALL MEMBER PROFILES ARE INDICATED IN INCHES. CODE COMPLIANCE BE CONSTRUED TO BE A H THE WORK AND NOT AS CANCEL, ALTER OR SET 310NS OF THE TECHNICAL NCE OF A PERMIT PREVENT AL FROM THEREAFTER DN ) LATOIONS OF THIS CODE 18_3() gUILD,rn S,!1,'i O Aqk.; HOST 19" O/H STRUC. GUTTER I 1X2 2X2 2X2 I II 1X2 C? N N N X X U O U) A U) I- 2X5SMBNN X X o N X X N X N N-;~; X• i N N 2X6SMB o 2X2 2X6SM)3' o N N04 X X X O N 1X2 1X2 1 3 011 11'-O" 6-6 7 6'-6 $ t 6'-6 7 + 6'-6 7" 6'-6 $ " + 6'-6 $ 6'-6 $ " 11'-0" - 0 ROOF RISE / TAX./ -/ I J I a I w a II Ow II I L ZU'-U lD -U I LU -U 46'-0" 6" x 10" FOOTER WHERE PAVERS ARE PRESENT 6" X 10„ FOOTING W/ o 2) #5 REBAR 16"-- 5 Q N co o O p: -_ a 00 CO ILL):Q Q - o 0 N W lllllllll ROOF RISE PROFILE FLASHING 1'W" FASTEN TO COL. (INTERNAL) W/(2) #10x1-1/2" SMS, FASTEN TO EAVE RAILS ABOVE W/ #10X1-1/2" SMS 24" O.C. AND 6" FROM END. \ TABLE D BEAM QTY EACH SIDE/SIZE 2x3 4/12 2x4 5/12 2x5 5/12 2x6 6/12 2x7 7/12 2x8 8/14 2x9 9/14 2 x 10 9/14 MAINTAIN MIN, OF 5/8" SEPERATION FROM EDGE OF BEAM SMS O.C. DETAIL E - UPRIGHT TO BEAM CONNECTION SCALE: NTS NOTE: IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATEINTO FOOTING 2-1/4" MIN. NOTE: WHEN FASTENING TO WOOD USE 114" GALV. LAG SCREW IN LIEU OF CONC. ANCHORS AND ENSURE PENETRATION MIN 2-1/4" INTO STRUCTURAL FRAMING BENEATH (TYP.) HORIZONTAL OR SLOPED BEAM PER PLAN NOTCHED TO RECEIVE COLUMN WITHIN SMS, (EACH SIDE) QTY PER TABLE D NOTCH PROFILE MAY VARY TO PERMIT CORRECT # SMS COLUMN PER PLANS TABLE "B" SECONDARY ANGLE SCHEDULE UPRIGHT QTY. TAPCON/ SCREW 2X3 0 2X4 1/2 2X5 1/2 2X6 2/ 4 2X7 2/ 4 2X8 3/ 6 2X9 3/ 6 2X10 4/ 8 2) #100" SMS INTO SCREW BOSSES FOR EDGE MEMBER-,,_,. EDGE MEMBER ° 0 OR PURLIN o 0 2) #10x2" INTO BEAM II II BEAM \ BRACE INSTAL TO COF SELF -MATING OR 1/8"x2"x2"x ANGLE SNAP SECTION TYP. 5032 H-32 ANGLE PER PLAN I I 2 - #12 SMS INTO COLUMN 1"x2" O.B. BASE PLATE-TYP. 1/4" MASONRY ANCHOR EACH o o ANGLE -EACH SIDE COL. I ° ° 2-1/4" MIN. CONC. ANCHOR EMBEDMENT 2" MIN. WHEN GREATER THAN 2x4 UPRIGHT IS USED SEE TABLE "B" SECONDARY ANGLE SCHEDULE 3000 PSI CONC. SLAB/ FTG. / I 6x6-10x10 SIDE VIEW WWM OR FIBERMESH 1/4" MASONRY ANCHOR AT EACH ANGLE 2 - #12 SMS I I 24" ix2 BOSS L (RED HEAD MFG. OR EQUAL) 2 @ SLAB (BEYOND) 1"x2" BASE PLATE ANCHORED TO CONC w/ 1/4" MASONRY MAX EA HANCHOR6C SIDE OF POST AND 24" O.C. MAX 3000 PSI CONC. SLAB/ FTG. 6x6-10x10 FRONT VIEW WWM OR FIBERMESH DETAIL "B" - 2"x4" OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: N.T.S. DETAIL "D" - ROOF BRACING CONNECTION DETAIL SCALE: NTS EDGE MEMBER OR PURLIN 0.0625" 6063-T6 FLAT PLATE w/(8) #10x3/4" SMS, MIN. 112" EDGE DISTANCE, PLATE MAY BE FASTENED INTERNALLY TO BRACE ALL MEMBERS PER PLAN MEMBERS VARY PER PLAN FASTEN TOP OF HEADER TO INTERSECTING MEMBER w/(2) #10 SMS w/1" PENETRATION INTO SCREW BOSS OF MEMBER - TYP. BOTH SIDES DOORJAMB PER PLAN FASTEN HEADER w/(2) #10x3" INTO SCREW BOSS OF HEADER ALTERNATE HEADER CONNECTION WHEN Z-BAR IS USED - FASTEN Z-BAR TO COL/HEADER AT EACH CORNER AND 18" O/C ALTERNATE BASE PLATE CONNECTION ATTACH MEMBER TO BASE PLATE INTERNAL) w/(2) #10x2" SMS ATTACH BASE PLATE TO MEMBER w/(2) #10x3" SMS INTO SCREW BOSS OF BASE PLATE ALUMINUM INTERNAL OR EXTERNAL RECEIVING CHANNEL w/(4) #10x.75" INTO GIRT OR PURLIN & (2) #14x.75" INTO BEAM OR UPRIGHT 0.062 ANGLE CLIPS MAYBE USED PURLIN jr- 111 1 MEMBER UPRIGHT, BEAM -SNAP, SELF MATING, OR HOLLOW DETAIL "C" - GIRT OR PURLIN TO BEAM T DETAIL SORPOST CALE: NTS 1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF COLUMN 24" O.C. MAX. 1-1/4" PENETRATION INTO UNDERLYING FOOTING DETAIL "F" - DOOR JAMB & HEADER CONNECTION SCALE: NTS 10x2" SMS INTO REW BOSSES 2"x2"x.063" - DIM. TO MATCH PURLIN SIZE RECEIVING CHANNEL 2) #12 SMS INTERNAL TO SAVE RAIL (3) #12 EACH SIDE INTO PURLIN EAVE RAIL - SEE PLAN-- tx2 OPEN BACK EXTRUSION 2) #10x2" SMS THRU 1x2 INTO EAVE RAIL EACH SIDE OF COLUMN DETAIL "G" - SLOPED PURLIN CONNECTION SCALE: NTS 12) #12x1" SMS @ 1" SPACING 2"x2" EDGE BEAM \ 2) #10x3" SMS INTO SCREW BOSSES CONNECTING EDGE BEAM TO PURLIN ALTERNATE DETAIL"G" SLOPED PURLIN CONNECTION SCALE: NTS Co Z C/ O LL O LU — Z CD LU 0 z r O _ IIIII110 000 J c) V r Z z 0 O n—/ I.L U p U L.LI J O oo - W LL Lo r^ L^'' w W Cf 1D 6j z O w Q i N PURLIN Q U LL O Lo J LL dam' UPRIGHT 1-1/2"x 1/16" PLATE TOP OR BOTTOM) 1"x2" FASTENED TO COLUMN w/(2) #10x1-1/2" SMS INTO SCREW BOSSES FOR SMB OR SNAP COLUMN NOTCH COLUMN AS REQ'D. COLUMN PER PLAN m i NO 0 coit W 00 O N Nc O W W N00I- Oco H W U Q U CD CV Lo M CV CO O z U Lu O 0-1 a_ ry W U cl) Q O LL 00 ZUOZo E- U a ZLL z W0OpQC) 0 U) z 0 0 DESIGN DATE: 08/29/2018 REVISION 1: DATE PAGE REVISION 2: DATE SCALE: NTS GIRT FASTENED INTERNALLY AT EACH END w/ #10x1.5" EACH SCREW GROOVE. FASTEN TO BEAM w/ 2x2x.125 ANGLE (2) #12 SMS INTO BEAM & (2) #10x1-1/2" THRU ANGLE INTO GUTTER WHERE NO GIRT IS PRESENT, ATTACH ANGLE DIRECTLY TO GUTTER 2"x2"x1/8" ANGLE w/(2) #12 SMS-_ EACH LEG FOR BEAMS ABOVE 2x8 INSTALL GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATION BEAM !( 2) #12 SMS SCREW 18" pOD 0 CLOSE BOTTOM OF ° BEAM WHEN TRIMMED 044 RECEIVING CHANNEL, FASTEN w/(2) #12 SMS EACH SIDE OF BEA G 10 SMS WITHIN 6" OF BEAM & 24" O.C- FOR BEAM OVER 2x5 044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER INTERNALLY w/(2) #12 SMS ALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTO BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER SIDE VIEW FASTEN GUTTER TO FASCIA w/ #14x2" WOOD SCREW 18" O.C. 2) #12 SMS 050" GUTTER STIFFNER FASTEN TO FASIA M2) 12x2" WOOD SCREW FASTEN TO GUTTER w(2) 12 SMS `_ WHEN BEAM & PURLIN HIT ON CORNER - FASTEN OUTSIDE OF BEAM & PURLIN w/ 1/8"x2"x2" ANGLE 8,(4) #12 SMS EACH LEG FASTEN INSIDE CORNER BEAM TO PURLIN) w/ 1/8"x2"x2" ANGLE w/(2) #12 SMS INTO EA. MEMBER ALTERNATELY SEE PAGE 5 ( BEAM & PURLIN) 9) #10x2" SN DETAIL "M" BEAM & PURLIN TO GUTTER CONNECTION SCALE: NTS DR PLAT E ON x2 45' ANGLE 12 SMS INTO EACH INTERSECTING MEMBER 2x2x1/8" ANGLE (2) #14x2" (2) #14 WOOD SCREWS EA. SIDE 2) #12 EACH WOOD SCREW (2) #12 SMS \ INTO FASCIA 18" O.C. w/(2) #12 SMS /// PERIMETE EACH FRAMING TOP VIEW DETAIL "H" SCALE: NTS NOTE F INSTALL FASTENERS ALONG PERIMETER OF GUSSET BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS MAY BE STAGGERED TO INSURE PROPER QUANTITY PER TABLE B-1 FASTENER PATTERN MAY APPEAR DIFFERENT FROM ILLUSTRATION. MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS. MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM BEAM JOINT OR EDGE OF BEAM LAP FASTENERS MAY BE EVENLY SPACED AROUND EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT. FASTENERS MAY BE STAGGERED TO INSURE PROPER QUANTITY PER TABLE B-1 FASCIA (2"x6" MIN. EXISTING) STRUCTURAL GUTTER ALTERNATELY SEE PAGE 5 2x2x1/8"ANGLE w/(2) GIRT 12 SMS EA. LEG SMB ° 1/8"x2"x4" STRAP 2) #12 SMS INTO BEAM 2) #12 SMS INTO GUTTER 1/8"x2"x4" STRAP GIRT 2) #12 SMS INTO BEAM 2) #12 SMS INTO GUTTER \ 5052-H32 GUSSET NAL OR EXTERNAL SMB ILLUSTRATED) 2x2x1/8" ANGLE w/(2) 12 SMS EA. LEG \ TABLE B-1 BEAM SIZE COL. TO BEAM QTY SMS/ SIDE OF COL. BEAM TO BEAMCITYSMS/ FACE/SIDE 2 x 4 5) #12 9) #12 2 x 5 5) #12 9) #12 2 x 6 7) #12 9) #12 2 x 7 10) #12 10) #12 2 x 8 12) #12 14) #12 2 x 9 1 ( 14) #14 14) #14 2 x 10 16) #14 15) #14 DETAIL "K" GUSSET CONNECTION SCALE: NTS SMB 0 o ° GIRT SIDE VIEW STRUCTURAL GUTTER 2) GUTT'ER BRACES EACH w (2 ) #12 SMS INTO GUTTER & (2) #14 WOOD SCREWS INTO FASCIA GIRT FASCIA 2) #12 SMS 2) GUTTER BRACES EACH w/(2) #12 SMS INTO GUTTER & (2) #14 WOOD SCREWS INTO FASCIA 1/8"x2"x4" STRAP 2) #12 SMS INTO BEAM GIRT 2) #12 SMS INTO GUTTER STRUCTURAL GUTTER TOP VIEW DETAIL "L" CORNER CONNECTION SCALE: NTS DETAIL 1-2" CABLE CONNECTION AT CORNER SCALE: NTS 1/8" STAINLESS STEEL 400 MIN. / BRAIDED CABLE 60° MAX. iii 1111111c /i o Z 'Gq O O W n. pp Z ou ( O W Q z = N Z U) 00 N cb LU U J o 00 N00 Jrl- 00 O V z Z Q o LU D U U L.L_ lo p U LLl J O oo Z LLI r M c: Z 2 O a' w Q J N Q c QEBOLTFOR 4BLE TENSION VN1/8" STAINLESS STEEL BRAIDED CABLE O LL c: I O Lc) LL 00 I,& ..... 4" MIN. SLAB w/FOOTING 3/8" DIA x 3" EMBED CONIC. SCREW ANCHOR TAPCON OR EQUAL) 3000 PSI CONC. 40° MIN. 6x6-10x10 0° MAX. WWM OR FIBERMESH 4" MIN. SLAB w/FOOTING 15'x5.5" ALUM. STRAP w/(2) 1/4" DIA. x 2-1/4" MASONRY ANCHOR TAPCON OR EQUAL) DETAIL "I-1" CABLE CONNECTION AT FOUNDATION SCALE: NTS 3000 PSI CONIC, 6x6-10x10 WWM OR FIBERMESH O Z H U w 3 ry a- U) Z W W D_ W U) Q 0 LL L 00 Z0Z CD n OQ U)ZQzLL O0wO < DESIGN DATE: 08/29/2018 REVISION 1: DATE AGE: u1 REVISION 2: DATE SCALE: NTS SCREWD04 2) ROWS (5) #14 x 314 TEK SCREW THROGANTEK H(COLLAR BEAM EACH SIDE a////// o THROUGH COLLAR AND BEAM EACH SIDE 2) ROWS (5) #14 x,3/4 TEK SCREW THROUGH COLLAR AND BEAM EACH SIDE rO Vz / 6) # 14 x 3/4 TEK SCREW THROUGH J 5) # 14 x 3/4 TEK SCREW THROUGH COLLAR AND BEAM EACH SIDE COLLAR AND BEAM EACH SIDE 5) #14 x 3/4 TEK SCREW THROUGH N LL 6°• W r COLLAR AND BEAM EACH SIDE Z: co CD O c = d pp O O w H O O SIN 0 Q O e" IN Q r 0 0 O w TI" 0 0 O SSIN IN P° °``` O w O O O J r INdV/// O S O O O @ OOO r O O POST SIZE VARIES U O N oc11' 11' 11' 4 11' 11' 11' 4SEEPAGE2 c TYP. COLLAR m JPOST SPLICE CARRIER BEAM SIZE VARIES M FRONT VIEW PER PLAN FRONT VIEW POST PER FRONT VIEW POST PER SEEPAGE2 M rLL ZQry PLAN TYP. PLAN Z n COLLAR SYSTEM CONNECTION DETAIL 2X8 BEAM SCALE: N.T.S. 2" x2" FASTENED TO CARRIER BEAM w/(2) #10x1-1/2" SMS INTO SCREW BOSSES EACH END 2"x2"x0.125" HEAVYANGLE CARRIER BEAK, ROOF BEAM SLOPED OR FLAT) NOTE USE SIMILAR DETAIL FOR NOTCHED UPRIGHT CONNECTIONTO CARRIER BEAM 1" x2" MEMBER m FOR SCREENING (1) ROW OF (5) #14 X 1" SDS TYP. EACH SIDE) 10x1- 1/2" SMS @ 24" O. C. MAX CONNECTING O TO 1'W" CARRIER BEA NOTE: FOR DOUBLE OR TRIBLE CARRIER 10x11/ 2" SMS @ 24" BEAM, OUTSIDE WEBS SHALL OVERLAP O. C. CONNECTING O. MAXMA 4x4 POST OR NOTCH POST AS ABOVE POST FOR 6x6 POST. ALL CASES, CONNECT USING MACHINE BOLTS DECRIBED ABOVE. ROOF BEAM TO CARRIER BEAM CONNECTION SCALE: N.T.S. COLLAR SYSTEM CONNECTION DETAIL 2X10 BEAM SCALE: N.T.S. 4) 3/8"x4" TAPCON THRU BOTTOM LEG OF ANGLE INTn rntir 3- 3/4" FROM EDGE OF SLAB COLLAR SYSTEM CONNECTION DETAIL 2X9 BEAM SCALE: N.T.S. 2) 1/2" DIA. EXPANSION BOLTS SEE NOTE (MFG.) FOR BOLT INSTALLATION & SETBACK REQUIREMENTS. \ 3- 3/4" FROM EDGE OF SLAB (TYP.) II IL 101- myl 3- 3/4" FROM EDGE OF SLAB (TYP.) TOP VIEW COLUMN PER PLAN 3) 1/4" DIA. MACHINE BOLTS WWASHERS TOP VIEW v8" x2x2"x33/4" 4) 3/8"x4" TAPCON (LENGTH) ANGLE (3) 1/4" DIA. MACHINE THRU BOTTOM LEG (INTERNAL) BOLTS w/ WASHERS OF ANGLE INTO CONC.- h 0 \ 1 /4"x4"x0.125" POST MIN. 3000 PSI CONC. FTG/SLAB W/ 6x6 - 10x10 W.W.M. OR FIBERMESH ( TYP.) FRONT VIEW 4" x4" POST CONNECTION DETAIL OPTION # 2 SCALE: N.T.S. NOTES: 1. 30 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM 2'. SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE. 2. 44 POST TO HAVE 1/2" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 33/4" FROM EDGE OF SLAB AND PROVIDE MINIMUM 33/ 4" SPACING TO ANY OTHER CONNECTOR, SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. 3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 21/2" FOR PAVER THICKNESS MORE THAN 21/ 2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION. 4. WHERE RETURN WINDOW BEAM MEETS MASONRY WALL USE U-CHANNEL W/ (3) 2-1/4" TAPCONS INTO WALL AND (5) #12 x 3/4" INTO BEAM E/S 2) 1/2" DIA. EXPANSION 2" x4"0.125 ANGLE BOLTS SEE NOTE (MFG.) FOR BOLT INSTALLATION & SETBACK REQUIREMENTS. 01, FRONT VIEW 4" x4" POST CONNECTION DETAIL OPTION # 1 SCALE: N.T.S. 14 x 314 TEK SCREW THROUGH COLLAR AND BEAM EACH SIDE TYP. QUANTITY VARIES SEE DETAIL THIS PAGE 2) ROWS OF #14 x 3/4 TEK SCREW THROUGH COLLAR AND BEAM EACH SIDE QUANTITY VARIES SEE DETAIL THIS PAGE MIN. 3000 PSI CONC. FTG/SLAB W/ 6x6- 10x10 W.W.M.OR FIBERMESH ( TYP.) 8$" REFS{ o , 41J 0 2 O 4$" N o r HOLD a 2„ 2„ o 6 $„ COLLAR SYSTEM CONNECTION DETAIL-2 SCALE: N.T.S. 2 16.{ HOLD fV IW C1 JOv= 4$" 0 HOLD _ A_ F 68 a H m 0 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County FL Inst.#2018103474 Book:9207 Page:953.(1 PAGES) RCD: 9/11/2018 3:29:09 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name- Jeff Cheffer Address: NOTICE OF COMMENCEMENT Permit Number: ------- Parcel ID Number. C 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. 1. DESCRIPTJON pF FROEER'IY-.(kegai c§cdptiop of III, ID ope+fty and st eexaddress If available) 2. ANERAL PESCRIPjjION*TQ IMPROVEMENT: 3. OWNER INFO OR LESSEE N ORMATI 1 W THE LESSEE Name and addres . Interest In property: w Fee Simple Title Holder (if other than owner listed above) 4. CONTRACTOR: Name: Design Pro Screens, Inc. Phone Number: 407-339-1090 Address: 887 Waterway Place Longwood, FL 32750 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Amount of Bond: 6. LENDER: Name- NA Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. nt..,,e- PhoneNumber. 8. In addition, Owner designates to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration is 1 year from 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 7.13.13, 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. Signature of Owner or Lessee, or Owners or lessee's Authadzed Of6cedDirectorlPartm Manager) Ca' vol COU)Ltn PAM Name and Provide Stgnatarya Tidetonice) State of't County of The fore Ing I strume was acknowledged before me this ;Q day of _a byn Who is personalty known to me OR Name of nerson m2ldna statement 1 \ / .. who has produced identification EL-Wp-e of identification produced: JENNIFER L BUCOMMISSS GORCKNAL7Ef2 Q' EXPIRES July 073 5 BondedUnderwrRera