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435 and 439 Pecan Ave 17-1177; PLUMBINGbr q% 3Y. pv CITY OF SANFORD BUILDING llr FIRE PREVENTION PERMIT APPLICATION Application No: / Documented Construction Value: $ 17069, Job Address: q / 5G rt% V U Historic District: Yes[] No L Parcel ID• Residential [-Commercial Type of Works New ETAdditionEl Alteration Repair Demo Change of Use' Move Description of Work:LPvzL ,ate%lax -- Plan. Review Contact Person: C Title: A4e Phone:42—%c %Dtk? Fax:0 7 i c'- jG't'h' Email:L Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information G. Phone: 1 7, Name G/a 6w JG ir`S 7 Street: Fax r1City, State Zip: 4Vf•`' /` 6 ` State License No.: Architect/Ennineer Information Name: Street: City, St, Zip Bonding. Company: 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 OBTAINFINANCING, 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 hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthinjurisdiction. 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 56Edition (2014) Florida Building Code Permit Application Revised_ June 30, 2015 a1 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 ofFlorida 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. 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 Date Print owner/Agents Name Signatutee of Notary -State of Floiida Date Z" X Z All Sign 0 tracto"r/A t Date Ndlarg p Ic • state of NOiriaa, Cotnmis lon if R 9f>1536. My COMM. Expiris Mar 8, 2020. f Owner/Agent is Personally Known to Me or i °ontractor/ gents Persoriahy'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[l Gas Roof El Construction Type: Occupancy Use: Total Sq Ft of Bldg- Mn. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - 0 of Fixtures Fire Sprinkler Permit: Yes No' # of Heads Fire Alarm Permit: Yes No [] APPROVALS:, ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: permit Application Revised: June 30, 2015 CATAPANO PLUMBING INC P O BOX, 678521 'QRLANDO FL .32867 407-730-7000 FAX 407-730-7008 r' anteatapano0bellsouth net ` Anthony Mobile 407=947-4772 PROPOSAL Date: Sheet No: Proposal Submitted To: Work Performed At: 8/14117 commercial Lbulustrlal stato Certifications Plumbing Medical Ga3 Site Utilities Natural and LP Gas LIM stations RNII Project: Location: Pecan Duplex" s 419, 423, 435, & 439 Pecan Ave Sanford, Fl.. Name: Address: Date of Plans: Phone. Architect: We hereby propose to furnish the materials and perform the labor necessary for the completion of - Plumbing as follows; (2) Duplex'sl(4) Units 5' out waste and water Fixtures as follows: PER UNIT: (2) toilets, (2) Iays, (2) tubs, (1) kitchen sink, (1) dishwasher, 1) water heater, (1) washer PERUNIT-----------_-- $ 7,Q0O.00 x 4 $ 28,000.00 All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and1L - _r_ specifications submitted for above work and completed in a suostantiai woriolantixe,www— u=I 0— — Dollars SEE ABOVE Any alterations or deviation from the above specifications involving extra costs will be executed only upon written order, and will become an extra charge over and above estimate. AlLagreemenfs:contingent —^n ctrilrPc accidents_ or delays beyond our control: RESPECTFULLY SUBMIT Catapano Plumbing, Inc Note: this proposal may be withdrawn by us if not accepted within 10 days The above prices, specifications and conditions -a-r-e sa—fisia-c-toxy and are hereby accepted. You are authorized to do the work as specified. Date: Signature: Eft` REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, 0 Seminole County, Winter Springs MAC 1 Date: Project Name: Project Address T7 1 aoilt / Vy Building Permit #: % 7 ! Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name of Owner/Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Print Name of Gen. Contractor Signature of Gen. Contractor Gen. Contractor License # Do tao,4/L Print Name of E;Xon1rdzLor--- Signature of El. Contractor El. Contractor License # Progress Energy Florida Power and Light on /. REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, MAR 14 2013 Seminole County, Winter.Springs Date: Project Name: - 7 '7 Project Address: V lxax ff—V?' Building Permit #: L A (/ Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name of Owner/Tenant T6?-e Print Name of Gen. ontractor Signature of Owner/Tenant Signature of Gen. Contractor Gen. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: OaA , t -iav\- Print Name of El. Contractor ignatur/ I of El. Contractor QQ 1. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on Rev. 02/10/15) RECORD COPY y G+lirweit 6 . 1 rc design group landscape legend AA00 Planning °°d Architecture AA0002984984 901 Belle Avenue • Shiite 1100 Wnter Springs 0 Florida O 32708 xia. + 407 977 10800 bstormer®stormerdg.com xmc CANOPY TREE FROM SANFORD LISTRECOMMENDEDPLANT LLe:,.,• ACCENT SHRUB FROM SANFORD RECOMMENDED PLANT LISTO 419 pecan ave (A) R GROUND COVER FROM SANFORD C RECOMMENDED PLANT LIST y a 419 pecan ave (B) 22.41 (SPOT ELEVATION) L I—.NIWx M e n— M7 project data I. LEGAL DESCRIPTION: SOUTHWEST 1/4 BLOCK 6, TIER 13, TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK I, O"D'% SPAR PAGE 15, OFTHE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 2. PROPERTY LIES IN FLOOD ZONE X x 3. SPOT ELEVATIONS ARE BASED ON NAVE) 88 DATUM Ip4. THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH THE 5TH EDITION OF THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION OF THE NFPA 1 FIRE PREVENTION CODE M CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE 5. CONSTRUCTION 15 TYPE III PER THE 2014 FBC v y ] 6. DESIGN CRITERIA PER 2014 FBC: 5th street +"E' A. WIND LOAD 140 MPH - RI5K CATEGORY II - EXPOSURE B P B. WINDOW AND DOOR PRESSURES - 28.9 P05 - -22.8 NEG a. STRUCTURAL NOTES: Vi 8. A. CONCRETE SLAB SHALL HAVE FIBER MESH B. STRUCTURAL CONCRETE SHALL BE 3000 PSI P i C. 5TUCTURAL STEEL REBAR SHALL BE 60 K51 D. ALL REBAR SPLICES SHALL BE 30 BAR DIAMETERS IN LENGTH E. SOIL COMPACTION BELOW FOUNDATION AND SLAB SHALL BE TO AT LEAST site plan 55 o OF THE MODIFIED PROCTOR (ASTM D-1551) MAXIMUN DRY DENSITY vALUE ZONIN NORTH a SOIL TERMITE TREATMENT SHALL BE PERFORMED PER 2014 FBC SECTION 1819, DATE' 1 'FIPRONIL1' = 20' AND SHALL BE -TERM IDOR 80UKs' BY BASF OR APPROVED EQUAL TI Ok c0n.0'(-Uc+ { d #' z) s vcr- - ire s w +k o m ivv v*i se4ac-s as sh(ow i ov1 PIqh. per c('- aCP YDVaj 20 JAN 1-1 V n I ^ /A 1 REv (I) 9 APR I-1 Al 13,XUV.U301 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 7 Page Bottom RECORD COPY Design No. U301 BXUV.U301 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada Design No. U301 ``D'"o , jj April 14, 2017 i"/' SANFORD Bearing Wall Rating — 2 Hr. Finish Rating — 66 Min. OFPA # 1 7 - 1 1 7 8 This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 16 0.C. lei" O.C. HV i 1-4 Ann, 2 x4's €+restapped 1. Nailheads — Exposed or covered with joint compound. 2. Joints — Exposed joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. 3. Nails — 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam, 1/4 in. diam heads, and 8d cement coated nails 2-3/8 in. long, 0.113 in. shank diam, 9/32 in. diam heads. 4. Gypsum Board* — 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. Vertical joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. http://database.ul.comlcgi-binIXYVItemplatelLISEXTI I FRAMElshowpage.html?name=B... 5/24/2017 E XUV.U301 - Fire Resistance Ratings - ANSUUL 263 Page 2 of 7 When used in widths other than 48 in., gypsum board to be installed horizontally. When Steel Framing Members* (Items 6 or 6A) are used, base layer attached to furring channels with 1 in. long Type S bugle -head steel screws spaced max 24 in. OC; face layer attached with 1-5/8 in. long Type S bugle -head steel screws spaced max 12 in. OC. ACADIA DRYWALL SUPPLIES LTD - Type X, 5/8 Type X, Moisture Resistant Type X, Gypsum Sheathing Type X, Mold & Mildew Resistant Type X and Mold & Mildew Resistant AR Type X, Type Blueglass Exterior Sheathing AMERICAN GYPSUM CO - Types AGX-1, M-Glass, AG-C, AGX-11 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO - Type DBX-1 CERTAINTEED GYPSUM INC - Types 1, FRPC, EGRG, GlasRoc, Type C, Type X, Type X-1 CGC INC - Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX GEORGIA-PACIFIC GYPSUM L L C - Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6. LS, TG-C, Type X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type-X, Soffit - Type X, GreenGlass Type X, Type LWX, Veneer Plaster Base -Type LWX, Water Rated -Type LWX, Sheathing Type-LWX, Soffit -Type LWX, Type DGLW, Water Rated -Type DGLW, Sheathing Type- DGLW, Soffit -Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathing - Type DGL2W NATIONAL GYPSUM CO - Types eXP-C, FSK, FSK-C, FSK-G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSW-C, FSW-G, FSMR-C, FSL PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Types C, PG-2, PG-3, PG-3W, PG-4, PG-5, PG-5W, PG-5WS, PG-9, PG-11, PG-C or PGS-WRS PANEL REY S A - Types PRC, PRC2, PRX, RHX, MDX, ETX, GREX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX-1 THAI GYPSUM PRODUCTS PCL - Type C or Type X UNITED STATES GYPSUM CO - Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, ULX, USGX, WRC, WRX USG BORAL ZAWAWI DRYWALL L L C SFZ - Types C, SCX USG MEXICO S A DE C V - Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX 4A. Gypsum Board* - (As an alternate to Item 4) - Nom 3/4 in. thick, installed as described in Item 4. CGC INC - Types AR, IP-AR UNITED STATES GYPSUM CO - Types AR, IP-AR USG MEXICO S A DE C V - Types AR, IP-AR http://database.ul.com/cgi-binIXYVItemplatelLI SEXT/1 FRAMElshowpage.html?name=B... 5/24/2017 BXUV.U301 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 7 4B. Gypsum Board* — (As an alternate to Items 4 and 4A) — 5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 4. Joint covering (Item 2) not required. CGC INC — Type SHX UNITED STATES GYPSUM CO — Type SHX USG MEXICO S A DE C V — Type SHX 4C. Gypsum Board* — (As an alternate to Items 4, 4A or 4B — Not Shown) — For Direct Application to Studs Only- For use on one or both sides of the wall as the base layer or one or both sides of the wall as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-12 pan head steel screws, F4j.one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used in lieu of or in addition to the lead batten strips or optional at other locations. Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards underneath screw locations prior to the installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described in Item 4. RAY -BAR ENGINEERING CORP — Type RB-LBG. 4D. Gypsum Board* — As an Alternate to Item 4 — 5/8 in. thick applied either horizontally or vertically. Inner layers fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. Outer layers fastened to framing with 1-7/8 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths other than 48 in., gypsum board to be installed horizontally. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C 4E. Gypsum Board* — (As an alternate to Items 4 through 4D) — 5/8 in. thick, 4 ft. wide, paper surfaced applied vertically and secured as described in Item 4. GEORGIA-PACIFIC GYPSUM L L C — Type X ComfortGuard Sound Deadening Gypsum Board 4F. Gypsum Board* — (As an alternate to Item 4) — Not to be used with item 6. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically and secured as described in Item 4. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 4G. Gypsum Board * — (As an alternate to Items 4 through 4F) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types QuietRock ES 4H. Gypsum Board* — (As an alternate to Item 4) — Not to be used with item 6. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically or horizontally and secured as described in Item 4. CERTAINTEED GYPSUM INC — Type SilentFX 4I. Gypsum Board* — (As an alternate to item 4) — 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with 1-1/4 in. long Type W steel screws spaced 8 in. OC. Outer layer attached to studs over inner layer with 2 in. long Type W steel screws spaced 8 in. OC offset 6 in. from base layer. Vertical joints located over studs. Vertical and horizontal joints between inner and outer layers staggered. Outer layer joints covered with joint tape and compound, screwheads covered with joint compound. As an alternate to the joint compound nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Wallboard other than 48 in. wide must be applied horizontally. The SoundBreak XP Type X Gypsum Board is not to be used with Item 6. NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK-C, FSK-G, FSW, FSW-3, FSW-5, FSW-6, FSW-C, FSW-G, FSMR-C, SoundBreak XP Type X Gypsum Board http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 5/24/2017 BXUV.U301 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 7 43. Gypsum Board* — (As an alternate to Items 4) — For Direct Application to Studs Only- For use as the base layer or as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 10 ft long with a max thickness of 0.140 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, max 5/16 in. diam by max 0.140 in. thick. compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described in Item 4. MAYCO INDUSTRIES INC — "X-Ray Shielded Gypsum" 4K. Gypsum Board* — For use with Item 7 — 5/8 in. thick, two layers applied vertically. Inner layer attached to resilient channels with 1 in. long steel screws spaced 8 in. OC. Outer layer attached to resilient channels over inner layer with 1-5/8 in. long steel screws spaced 8 in. OC. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. Insulation, Items 8 or 9 is required. AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C, AGX-11 4L. Gypsum Board* — (As an alternate to Items 4) — For Direct Application to Studs Only- For use as the base layer or as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min i stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade C". Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described in Item 4. RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 4M. Gypsum Board* — (As an alternate to Item 4) — 5/8 in. thick, 4 ft. wide, two layers applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Secured as described in Item 4. CERTAINTEED GYPSUM INC — 5/8" Easi-Lite Type X 4N. Gypsum Board* — (As an alternate to 5/8 in. Type FSW in Items 4 or 4I) — Nom. 5/16 in. thick gypsum panels applied vertically or horizontally. Two layers of 5/16 in. for every single layer of 5/8 in. gypsum board described in Item 4 or 4I. Horizontal joints on the same side need not be staggered. Inner layer of each double 5/16 in. layer attached with fasteners, as described in item 4 or 4I, spaced 24 in. OC. Outer layer of each double 5/16 in. layer attached per Item 4 or 41. NATIONAL GYPSUM CO — Type FSW 40. Wall and Partition Facings and Accessories* — (As an alternate to Items 4 through 4N) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock 527 4P. Gypsum Board* — (As an alternate to Item 4) — 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with 1-1/4 in. long Type W steel screws spaced 10 in. OC with the last two screws 4 and 1 in. from the edges of the board. Outer layer attached to studs over inner layer with 1-7/8 in. long Type W steel screws spaced 10 in. OC offset 5 in. from base layer with the last two screws 4 and 1 in. from the edges of the board. Vertical joints located over studs. Vertical and horizontal joints between inner and outer layers staggered. Outer layer joints covered with joint tape and compound, screwheads covered with joint compound. When used in widths other than 48 in., gypsum panels are to be installed horizontally. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A, Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX 4Q. Gypsum Board* — (As an alternate to Item 4. For use with Item 13) — Any 5/8 in. thick, 4 ft. wide, Gypsum Board UL Classified for Fire Resistance (CKNX) eligible for use in Design Nos. U305 and L501 or G512. Two layers, applied either horizontally or vertically, and screwed to studs with 1-5/8 in. long Type W coarse thread steel screws at 8 in. OC at perimeter and in the field with the last two screws 4 and 3/4 in. from the edges of the board when applied as the base layer. For the face layer, screw length to be increased to 2-1/2 in. All joints in face layers staggered with joints in base layers. When used in widths other than 48 in., gypsum panels are to be installed horizontally. http://database.ul.com/cgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.html?name=B... 5/24/2017 BXUV.U301 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 7 5. Molded Plastic* — Not Shown, Optional — Solid vinyl siding mechanically secured over the outer layer to framing members in accordance with manufacturer's recommended installation details. ALSIDE, DIV OF ASSOCIATED MATERIALS INC GENTEK BUILDING PRODUCTS LTD VYTEC CORP 6. Steel Framing Members* — (Optional, Not Shown) — Furring channels and Steel Framing Members as described below: A. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gals steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Wallboard attached to furring channels as described in Item 4. B. Steel Framing Members* — Used to attach furring channels (Item 6a) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-1 (2.75) 6A. Steel Framing Members* — (Optional, Not Shown) — Furring channels and Steel Framing Members as described below: A. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured together with four self -tapping No. 8x1/2 Self Drilling screws (2 per side 1 in. and 4 in. from overlap edge). Gypsum board attached to furring channels as described in Item 4. Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 in. from each end of length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. B. Steel Framing Members* — Used to attach furring channels (Item 6Aa) to studs. Clips spaced 16 in. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R 7. Furring Channel — Optional — Not Shown — For use on one side of the wall with Item 4K — Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Item 8 or 9 is required. 8. Batts and Blankets* — Required for use with resilient channels, Item 7, min. 3 in. thick mineral wool batts, placed to fill interior of wall, attached to the nom 4 in. face of the studs with staples placed 24 in. OC. ROXUL INC — Type SAFEnSOUND THERMAFIBER INC — Type SAFB 9. Batts and Blankets* — (As an alternate to Item 8) — Min. 3 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, friction -fitted to fill the stud cavities. See Batts and Blankets (BKNV or BZIZ) Categories for names of Classified companies. 9A. Fiber, Sprayed* — (Optional) — As an alternate to Batts and Blankets (Item 8), Required for use with resilient channels, Item 7, Not for use with Item 6, or 6A. — Spray applied mineral wool insulation. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC — Type Rockwool 10. Wall and Partition Facings and Accessories* — (Optional, Not Shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-500 or QR-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock QR-500 or QR-510 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 5/24/2017 EXUV.U301 - Fire Resistance Ratings - ANSI/UL 263 Page 6 of 7 11. Cementitious Backer Units* — (Optional Item Not Shown — For Use On Face Of 2 Hr Systems With All Standard Items Required) — 7/16 in., 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide. Applied vertically with vertical joints centered over studs. Face layer fastened over gypsum board to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. NATIONAL GYPSUM CO — Type DuraBacker, PermaBase, DuraBacker Plus, or PermaBase Plus 12. Wall and Partition Facings and Accessories* — (Optional, Not Shown) - When the Wall Assembly is used as an External Wall, on the External side of the wall one of the following Wall and Partition and Facing Accessories may be used, refer to items (A) to (C) below. A. Non Insulated system with metal channels — Install moisture barrier over the Gypsum Board Item 4 and Install Acry Metal Channels vertically at a horizontal spacing not greater than 24 inches OC., over the moisture barrier. Acry Metal Channels attached through the moisture barrier and the Gypsum Board to the Wood Studs using fasteners specified by the manufacturer and fasteners spaced max., 24 in. OC. Install Acrytec Panels on Acry Metal Channels using 1-1/4" long corrosion coated stainless steel screws spaced at a max spacing of 24 inches OC, along with manufacturer's approved adhesive (3M 540 or Tremco Vulcum 116). Adhesive to be applied in a zigzag pattern along every channel. Joint treatment in between panels shall be Tremco illmod 600 pre compressed polyurethane foam sealant. B. Insulated system with metal channels — Install moisture barrier over the Gypsum Board Item 4. Install galvanized Z girt channels specified by the manufacturer over the moisture barrier and the Gypsum Board Item 4. Z girt channels to be installed horizontally at a max. spacing of 24" OC. Z girt channels attached through the Gypsum Board and the moisture barrier to the wood studs with screws provided by the manufacturer at a max spacing of 24 inches OC. Install mineral wool insulation between the Z girts. Maximum thickness of mineral wool insulation not to exceed 6 in. As per manufacturer's instructions install Acry Metal Channels vertically over the Z girts at a max horizontal spacing of 24 in. OC. Acrytec Panels installed on Acry channel with 1-1/4" long corrosion coated stainless steel screws at a max spacing of 24 in. OC, along with manufacturers approved adhesive (3M 540 or Tremco Vulcum 116). Adhesive to be applied in a zigzag pattern along every channel. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. C. Non insulated wood strapping system — Install moisture barrier over the Gypsum Board Item 4 and Install 1" x 3" wood strapping vertically at a horizontal spacing not greater than 24 inches OC., over the moisture barrier. 1" x 3" wood strapping attached through the moisture barrier and the Gypsum Board to the Wood studs using fasteners specified by the manufacturer and fasteners spaced max., 24 in. OC. Acrytec Panels to be installed on the 1" x 3" wood strapping using manufacturers approved stainless steel fasteners spaced at maximum 24 inches OC along with Tremco Vulcum 116 adhesive applied in a zigzag pattern along every wood strap. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. D. Insulated Wood Strapping System — Install moisture barrier over the Gypsum Board Item 4. Install Extruded Polystyrene Insulation over moisture barrier and the Gypsum Board Item 4, max thickness of insulation not to exceed 4 inches. Install 1" x 3" wood strapping vertically at a horizontal spacing not greater than 24 inches OC. Wood strapping attached through the Insulation, the Gypsum Board and moisture barrier to the Wood Studs using fasteners specified by the manufacturer and fasteners spaced max. 24 in. OC. Acrytec Panels to be installed over the wood strapping using manufacturers approved stainless steel fasteners at a max spacing of 24 in. OC and Tremco Vulcum 116 adhesive applied in a zigzag pattern along every wood strap. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. ACRYTEC PANEL INDUSTRIES — Nominal 5/8 inch thick Acrytec Panel. 13. Foamed Plastic* — (Optional - For use with Item 4Q) — Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. SES FOAM INC — SES 2 lb. Spray Foam and Sucraseal 0.5 lb. Spray Foam. For use in Bearing and Non -Load Bearing Walls. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification such as Canada), respectively. Last Updated on 2017-04-14 Ouestions? Print this page Terms of Use Page Top 2017 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non- http://database.ul.com/cgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.html?name=B... 5/24/2017 BXUV.U3O1 - Fire Resistance Ratings - ANSI/UL 263 Page 7 of 7 misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2017 UL LLC". http://database.ul.comlcgi-binIXYV/templatelLISEXTI1 FRAMElshov,page.html?name=B... 5/24/2017 XUV.U905 - Fire Resistance Ratings - ANSI/UL 263 RECORD COPY Page 1 of 2 Page Bottom Design No. U905 BXUV.U905 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada Design No. U905 March 11, 2016 S 1 / _ 1 7 7 Bearing Wall Rating — 2 HR. a 1 Nonbearing Wall Rating — 2 HR % v / 1 178 This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 777777 t t f; i l sO I CCIfQkCTID7I 1. Concrete Blocks* — Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* — (Optional -Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks Item 1). http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.html?name=B... 5/24/2017 XUV.U905 - Fire Resistance Ratings - ANSIAM 263 Page 2 of 2 ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation" and "EnergyShield Pro 2 Wall Insulation" CARLISLE COATINGS & WATERPROOFING INC — Type R2+ Sheath FIRESTONE BUILDING PRODUCTS CO L L C — "EnvergeT" CI Foil Exterior Wall Insulation" and "Enverge— CI Glass Exterior Wall Insulation" HUNTER PANELS — Types Xci-Class A, Xci 286 RMAX OPERATING L L C — "TSX-8500", "TSX-8510", "The rmasheath -XP", "ECOMAXci", "Thermasheath-3" Durasheath- 3" THE DOW CHEMICAL CO — Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R"" ci Insulation 5A. Building Units — As an alternate to Items 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 in. RMAX OPERATING L L C — "Thermasheath-SI", "ECOBASEci", "ThermaBase-CI" Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification such as Canada), respectively. Last Updated on 2016-03-11 Ouestions? Print this page Terms of Use Paoe Top 2017 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2017 UL LLC". http:// database.ul.com/cgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.html?name=B... 5/24/2017 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: R0217049 Builder Name: Florida SPECS Street: Pecan Ave Permit Office: City of Sanford City, State, Zip: Sanford , FL , 32771 Permit Number## _ 1 1 7 7 1Owner: Duplex Unit A& B Jurisdiction: '6911007 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) v\lDI 1. New construction or existing New (From Plans) 9. WallTypes(1680.0 sqft.) Insulation Areqft22. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=5.0 1205.30 b. Frame - Wood, Adjacent R=13.0 474.6 3. Number of units, if multiple family 1 c. N/A R= 4. Number of Bedrooms 6 d. N/A R= 5. Is this a worst case? No 10. Ceiling Types (2180.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 2180.00 ft2 6. Conditioned floor area above grade (ft2) 2180 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(170.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 225 a. U-Factor: Dbl, U=0.65 170.07 ft2 b. Sup: Attic, Ret: Attic, AH: Garage 6 225 SHGC: SHGC=0.35 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 23.6 SEER:15.00 b. Central Unit 23.6 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 23.6 HSPF:8.50 SHGC: b. Electric Heat Pump 23.6 HSPF:8.50 Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.350 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2180.0 sqft.) Insulation Area EF: 0.970 a. Slab -On -Grade Edge Insulation R=0.0 2180.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits None Total Proposed Modified Loads: 58.54 Glass/Floor Area: 0.078 PASSSS Total Baseline Loads: 61.87 7 1 hereby certify that the plans and specifications covered by Review of the plans and 0Jn iiE S' this calculation are in compliance with the Florida Energy specifications covered by this n O.,t, Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 02-13-17 this building will be inspected for compliance with Section 553.908 hereby certify that this building, as designed, is in compliance Florida Statutes. 1 with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. RD 2/13/2017 4:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 PROJECT Title: R0217049 Bedrooms: 6 Address Type: Street Address Building Type: User Conditioned Area: 2180 Lot # Owner: Duplex Unit A & B Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Florida SPECS Rotate Angle: 0 Street: Pecan Ave Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32771 New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Unit A 1090 8720 2 Unit B 1090 8720 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Bedroom3 146 1168 No 1 1 1 Yes Yes Yes 2 Bedroom2 150 1200 No 1 1 1 Yes Yes Yes 3 Bedroom1 213 1704 No 2 1 1 Yes Yes Yes 4 BathRM1 43 344 No 0 1 No Yes Yes 5 BathRM2 43 344 No 0 1 No Yes Yes 6 Kitchen 81 648 Yes 0 1 No Yes Yes 7 Living 225 1800 No 0 1 Yes Yes Yes 8 Dining 189 1512 No 0 1 Yes Yes Yes 9 B Bedroom3 146 1168 No 1 1 1 Yes Yes Yes 10 B Bedroom2 150 1200 No 1 1 1 Yes Yes Yes 11 B Bedroom1 213 1704 No 2 1 1 Yes Yes Yes 12 B BathRM1 43 344 No 0 1 No Yes Yes 13 B BathRM2 43 347 No 0 1 No Yes Yes 14 B Kitchen 81 648 Yes 0 1 No Yes Yes 15 B Living 225 1800 No 0 1 Yes Yes Yes 16 B Dining 189 1512 No 0 1 Yes Yes Yes 2/13/2017 4:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2014 FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Bedroom3 16.9 ft 0 146 ft2 0 0 1 2 Slab -On -Grade Edge Insulatio Bedroom2 25 ft 0 150 ft2 0 0 1 3 Slab -On -Grade Edge Insulatio Bedrooml 12.3 ft 0 213 ft2 0 0 1 4 Slab -On -Grade Edge Insulatio BathRM1 1 ft 0 43 ft2 0 0 1 5 Slab -On -Grade Edge Insulatio BathRM2 1 ft 0 43 ft2 0 0 1 6 Slab -On -Grade Edge Insulatio Kitchen 1 ft 0 81 ft2 0 0 1 7 Slab -On -Grade Edge Insulatio Living 12.3 ft 0 225 ft2 0 0 1 8 Slab -On -Grade Edge Insulatio Dining 8.7 ft 0 189 ft2 0 0 1 9 Slab -On -Grade Edge Insulatio B Bedroom3 16.9 ft 0 146 ft2 0 0 1 10SIab-On-Grade Edge Insulatio B Bedroom2 25 ft 0 150 ft2 0 0 1 11SIab-On-Grade Edge Insulatio B Bedrooml 12.3 ft 0 213 ft2 0 0 1 12SIab-On-Grade Edge Insulatio B BathRM1 1 ft 0 43 ft2 0 0 1 13SIab-On-Grade Edge Insulatio B BathRM2 1 ft 0 43 ft2 0 0 1 14SIab-On-Grade Edge Insulatio B Kitchen 1 ft 0 81 ft2 0 0 1 15SIab-On-Grade Edge Insulatio B Living 12.3 ft 0 225 ft2 0 0 1 16SIab-On-Grade Edge Insulatio B Dining 8.7 ft 0 189 ft2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2247 ft2 272 ft2 Medium 0.65 No 0.9 No 0 14 ATTIC IRCCV # Type Ventilation Vent Ratio (1 in) Area RBS 1 Full attic Vented 300 2180 ft2 N N 2/13/2017 4:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Bedroom3 38 Blown 146 ft2 0.1 Wood 2 Under Attic (Vented) Bedroom2 38 Blown 150 ft2 0.1 Wood 3 Under Attic (Vented) Bedrooml 38 Blown 213 ft2 0.1 Wood 4 Under Attic (Vented) BathRM1 38 Blown 43 ft2 0.1 Wood 5 Under Attic (Vented) BathRM2 38 Blown 43 ft2 0.1 Wood 6 Under Attic (Vented) Kitchen 38 Blown 81 ft2 0.1 Wood 7 Under Attic (Vented) Living 38 Blown 225 ft2 0.1 Wood 8 Under Attic (Vented) Dining 38 Blown 189 ft2 0.1 Wood 9 Under Attic (Vented) B Bedroom3 38 Blown 146 ft2 0.1 Wood 10 Under Attic (Vented) B Bedroom2 38 Blown 150 ft2 0.1 Wood 11 Under Attic (Vented) B Bedrooml 38 Blown 213 ft2 0.1 Wood 12 Under Attic (Vented) B BathRM1 38 Blown 43 ft2 0.1 Wood 13 Under Attic (Vented) B BathRM2 38 Blown 43 ft2 0.1 Wood 14 Under Attic (Vented) B Kitchen 38 Blown 81 ft2 0.1 Wood 15 Under Attic (Vented) B Living 38 Blown 225 ft2 0.1 Wood 16 Under Attic (Vented) B Dining 38 Blown 189 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below S ypace peValue Ft In Ft In Area f?-Value Frarti 1 S Exterior Concrete Block - Ext InsdBedroom3 5 13 0 8 0 104.0 ft2 0 0 0.3 0 2 W Exterior Concrete Block - Ext InsulBedroom3 5 4 0 8 0 32.0 ft2 0 0 0.3 0 3 E Exterior Concrete Block - Ext InsdBedroom2 5 12 0 8 0 96.0 ft2 0 0 0.3 0 4 S Exterior Concrete Block - Ext InsLJBedroom2 5 13 0 8 0 104.0 ft2 0 0 0.3 0 5 E Exterior Concrete Block - Ext InsulBedrooml 5 12 4 8 0 98.7 ft2 0 0 0.3 0 6 W Exterior Concrete Block - Ext Insul Living 5 12 4 8 0 98.7 ft2 0 0 0.3 0 7 S Exterior Concrete Block - Ext Insul Dining 5 8 8 8 0 69.3 ft2 0 0 0.3 0 8 N Exterior Concrete Block - Ext Ins8IBedroom3 5 13 0 8 0 104.0 ft2 0 0 0.3 0 9 W Exterior Concrete Block - Ext InsBIBedroom3 5 4 0 8 0 32.0 ft2 0 0 0.3 0 10 N Exterior Concrete Block - Ext InsBlBedroom2 5 13 0 8 0 104.0 ft2 0 0 0.3 0 11 E Exterior Concrete Block - Ext I nsBI Bedroom2 5 12 0 8 0 96.0 ft2 0 0 0.3 0 12 E Exterior Concrete Block - Ext InsBlBedrooml 5 12 4 8 0 98.7 ft2 0 0 0.3 0 13 W Exterior Concrete Block - Ext Insul B Living 5 12 4 8 0 98.7 ft2 0 0 0.3 0 14 N Exterior Concrete Block - Ext InsulB Dining 5 8 8 8 0 69.3 ft2 0 0 0.3 0 15 N Garage Frame - Wood B Dining 13 29 8 8 237.3 ft2 0.23 0.01 0 16 N Garage Frame - Wood Dining 13 29 8 8 237.3 ft2 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Living None 35 3 6 8 20 ft2 2 W Insulated B Living None 35 3 6 8 20 ft2 3 N Insulated B Dining None 35 3 6 8 20 ft2 4 N Insulated Dining None 35 3 6 8 20 ft2 2/ 13/2017 4:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2014 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 TIM Low-E Double Yes 0.65 0.35 11.7 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 2 S 4 TIM Low-E Double Yes 0.65 0.35 11.8 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 3 E 5 TIM Low-E Double Yes 0.65 0.35 11.8 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 4 W 6 TIM Low-E Double Yes 0.65 0.35 16.4 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 5 S 7 TIM Low-E Double Yes 0.65 0.35 33.5 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 6 N 8 TIM Low-E Double Yes 0.65 0.35 11.8 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 7 N 10 TIM Low-E Double Yes 0.65 0.35 11.8 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 8 E 12 TIM Low-E Double Yes 0.65 0.35 11.7 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 9 W 13 TIM Low-E Double Yes 0.65 0.35 16.4 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 10 N 14 TIM Low-E Double Yes 0.65 0.35 33.3 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 288 ft2 384 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 1453.6 79.8 150.08 .1856 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 23.6 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPF:8.5 23.6 kBtu/hr 2 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 23.6 kBtu/hr cfm 0.75 1 sys#1 2 Central Unit Split SEER: 15 23.6 kBtu/hr cfm 0.75 2 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.97 40 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 2/13/2017 4:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2014 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 225 ft2 Attic 25 ft2 Default Leakage Garage Default) Default) 1 1 2 Attic 6 225 ft2 Attic 25 ft2 Default Leakage Garage Default) (Default) 2 2 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling[ ] Jan Feb j Mar Apr May Jun Jul Aug Se Oct Nov Dec HeatinJan Feb X] Mar f Apr I May Jun Jul ririAu rjSep Oct X Nov XDec Ventin [ ] Jan Feb X] Mar X] A r May Jun Jul Aug Se X] Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 2/13/ 2017 4:36 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 2 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. Pecan Ave, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=5.0 1205.30 ft2 b. Frame - Wood, Adjacent R=13.0 474.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 6 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=38.0 2180.00 ft2 6. Conditioned floor area (ft2) 2180 b. N/A R= ft2 7. Windows*' Description c. N/A Area R= ft2 a. U-Factor: Dbl, U=0.65 170.07 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Garage R ft2 6 225 SHGC: SHGC=0.35 b. Sup: Attic, Ret: Attic, AH: Garage 6 225 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 23.6 SEER:15.00 SHGC: b. Central Unit 23.6 SEER:15.00 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 23.6 HSPF:8.50 Area Weighted Average Overhang Depth: 1.333 ft. b. Electric Heat Pump 23.6 HSPF:8.50 Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallonsa. Electrica. Slab -On -Grade Edge Insulation R=0.0 2180.00 ft2EF: 0.97 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Note: This is not a Building Energy Rating. If your Index' is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/13/2017 4:37 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 RECORD COPY wrightsoft' Manual S Compliance Report UnitA Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 For: Duplex Unit & B 419 Pecan Ave, Sanford, FL 32771 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 17443 Btuh Outdoor design WB: 76.0°F Latent gain: 3027 Btuh Indoor design DB: 75.0°F Total gain: 20470 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Goodman or Eqv. Model: SSZ140241A+ASPT30C14 Actual airflow: 787 cfm Sensible capacity: 17700 Btuh 101% of load Latent capacity: 5900 Btuh 195% of load Total capacity: 23600 Btuh 115% of load SHR: 75% Design Conditions Outdoor design DB: 42.0°F Indoor design DB: 70.0°F Heat loss: 11444 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman or Eqv. Model: SSZ140241A+ASPT30C14 Actual airflow: 787 cfm Output capacity: 22000 Btuh 192% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Goodman Mfg. Model: SSZ140241A Actual airflow: 787 cfm Output capacity: 5.0 kW 149% of load Temp. rise: 20 °F Meets are all requirements of ACCA Manual S. Job: R0217049 Date: 02-10-17 By: TMN Entering coil DB: 79.3°F Entering coil WB: 64.3°F 17- 1 177 I,-)" DING SANFORD 17-1178 Entering coil DB: 69.1°F Capacity balance: 26 °F Economic balance: -99 °F 2017-Feb-13 16:44:12 wrightsoft' Right -Suite® Universal 2017 17.0.10 RSU07440 Page 1 ACCK ...VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N Manual S Compliance Report Job: R0217049 wrightsoftID Date: 02-10-17 Unit B By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 For: Duplex Unit A & B 419 Pecan Ave, Sanford, FL 32771 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 17441 Btuh Entering coil DB: 79.3°F Outdoor design WB: 76.0°F Latent gain: 3027 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 20468 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman or Eqv. Model: SSZ140241A+ASPT30C14A Actual airflow: 787 cfm Sensible capacity: 17700 Btuh 101 % of load Latent capacity: 5900 Btuh 195% of load Total capacity: 23600 Btuh 115% of load SHR: 75% Design Conditions Outdoor design DB: 42.0°F Heat loss: 11444 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman or Eqv. Model: SSZ140241A+ASPT30C14A Actual airflow: 787 cfm Output capacity: 22000 Btuh 192% of load Capacity balance: 26 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Goodman or Eqv. Model: SSZ140241A Actual airflow: 787 cfm Output capacity: 5.0 kW 149% of load Temp. rise: 20 °F Meets are all requirements of ACCA Manual S. 2017-Feb-13 16:44:12 wrightsoft' Right -Suite® Universal 2017 17.0.10 RSU07440 Page 2 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N Project Summary Job: R0217049 wrightsoft* y Date: 02-10-17 Unit A By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone:407-322-0216 Fax:407-328-8055 n P. ro bct'InToematiow, For: Duplex Unit A & B 419 Pecan Ave, Sanford, FL 32771 Notes: Load Calculation was obtained from an electronic copy of drawing. Weather: Orlando, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 42 °F Outside db 70 °F Inside db 28 °F Design TD Daily range Relative humidity Moisture difference Structure 8740 Btuh Ducts 2704 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 11444 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Co lin 9Area (ftz) 1091109 Volume (ft3) 8724 8724 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 47 23 Heating Equipment Summary Make Goodman or Eqv. Trade Split AC Model SSZ140241A AHRI ref 5722672 Efficiency 8.5 HSPF Heating input Heating output 22200 Btuh @ 47°F Temperature rise 26 T Actual air flow 787 cfm Air flow factor 0.069 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Capacity balance point = 26 °F Backup: Goodman Mfg. SSZ140241A Input = 5 kW, Output = 17061 Btuh, 100 AFUE 93 °F 75 °F 18 °F M 50 % 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 11393 Btuh Ducts 4685 Btuh Central vent (0 cfm) 0 Btuh Blower 1365 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 17443 Btuh Latent Cooling Equipment Load Sizing Structure 2088 Btuh Ducts 939 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 3027 Btuh Equipment total load 20470 Btuh Req. total capacity at 0.75 SHR 1.9 ton Cooling Equipment Summary Make Goodman or Eqv. Trade Split AC Cond SSZ140241A Coil ASPT30C14 AHRI ref 5722672 Efficiency 11.5 EER, 15 SEER Sensible cooling 17700 Btuh Latent cooling 5900 Btuh Total cooling 23600 Btuh Actual air flow 787 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Feb-13 16:44:12 r wrightsoft" Right -Suite® Universal 2017 17.0.10 RSU07440 Page 1 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N Project Summary Job: R0217049 wrightsoft® Date: 02-10-17 Unit B By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone:407-322-0216 Fax: 407-328-8055 a Project lnformatiori e For: Duplex Unit A & B 419 Pecan Ave, Sanford, FL 32771 Notes: Load Calculation was obtained from an electronic copy of drawing. Weather: Orlando, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 42 'F Outside db 70 'F Inside db 28 'F Design TD Daily range Relative humidity Moisture difference Structure 8740 Btuh Ducts 2704 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 11444 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1091 1091 Volume (ft3) 8724 8724 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 47 23 Heating Equipment Summary Make Goodman or Eqv. Trade Split AC Model SSZ140241A AHRI ref 5722672 Efficiency 8.5 HSPF Heating input Heating output 22000 Btuh @ 47'F Temperature rise 26 T Actual air flow 787 cfm Air flow factor 0.069 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Capacity balance point = 26 'F Backup: Goodman or Eqv. SSZ140241A Input = 5 kW, Output = 17061 Btuh, 100 AFUE 93 'F 75 'F 18 'F M 50 % 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 11392 Btuh Ducts 4685 Btuh Central vent (0 cfm) 0 Btuh Blower 1365 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 17441 Btuh Latent Cooling Equipment Load Sizing Structure 2088 Btuh Ducts 939 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 3027 Btuh Equipment total load 20468 Btuh Req. total capacity at 0.75 SHR 1.9 ton Cooling Equipment Summary Make Goodman or Eqv. Trade Split AC Cond SSZ140241A Coil ASPT30C14A AHRI ref 5722672 Efficiency 10.7 EER, 15 SEER Sensible cooling 17700 Btuh Latent cooling 5900 Btuh Total cooling 23600 Btuh Actual air flow 787 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Feb-13 16:44:12 wrightsoft' Right-Suite(g)Universal 2017 17.0.10 RSU07440 Page 2 4M ...VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsoft, Right-J® Worksheet Unit A Florida SPECS 815 French Ave, Sanford, FL 32774 Phone:407-322-0216 Fax:407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name Unit A Bedroom3 2 Exposed wall 75.3 ft 16.9 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 1.0 x 145.9 ft 5 Room area 1090.6 ft2 145.9 ft' Ty Construction U-value Or HTM Area (fe) Load Area (ft') Load number Btuh/ft2_ °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-5ocs 0.125 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2obd 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 V 13A-50cs 0.125 e 3.50 2.50 195 183 640 457 0 0 0 0 11 I G 4A5-2ob 0.650 e 18.20 34.28 12 1 214 403 0 0 0 0 V6213A-5ocs 0.125 s 3.50 2.50 277 220 771 551 104 92 323 231 4A5-2ob 0.650 s 18.20 15.53 24 24 428 365 12 12 214 183 4A5-2obd 0.650 s 18.20 15.58 34 33 610 522 0 0 0 0 13A-5ocs 0.125 w 3.50 2.50 131 94 329 235 32 32 112 80 4A5-2ob 0.650 w 18.20 34.28 16 2 299 564 0 0 0 0 11NO 0.350 w 9.80 10.92 20 20 197 219 0 0 0 0 126-0sw 0.097 2.72 1.78 93 73 199 131 0 0 0 0 11NO 0.350 n 9.80 10.92 20 20 197 219 0 0 0 0 P 12C-0sw 0.091 2.55 1.48 144 144 367 214 0 0 0 0 C 16B-306d 0.032 0.90 1.75 1091 1091 977 1909 146 146 131 255 F 22A-cpl 0.989 27.69 0.00 1091 75 2084 0 146 17 468 0 6 c) AED excursion 0 39 Envelope loss/gain 7312 5789 1248 709 12 a) Infiltration 1428 459 322 104 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 14225 1 1 0 Subtotal (lines 6 to 13) 8740 11393 1570 1043 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8740 11393 1570 1043 15 Duct loads 31% 41% 2704 4685 31% 41% 486 429 Total room load 11444 16078 2056 1472. Air required (cfm) 1 1 787 787 1 141 72 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wril t t5oft` 2017-Feb-1316:44:12 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 1 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsoft Right-J® Worksheet UnitA Florida SPECS 815 French Ave, Sanford, FL 32774 Phone:407-322-0216 Fax:407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name Bedroom2 Bedrooml 2 Exposed wall 25.0 ft 12.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 150.4 ft 150.4 ft2 1.0 x 212.6 ft 212.6 ft2 Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load number Btuh/ft2_ °F) BtutVft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)/ 13A-5ocs 0.126 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 I G 4A5-2obd 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 V/ 13A-50cs 0.125 e 3.50 2.50 96 96 336 240 99 87 304 217 11 t-G 4A5-2ob 0.650 e 18.20 34.28 0 0 0 0 12 1 214 403 Vt/ 13A-5ocs 0.125 s 3.50 2.50 104 92 323 231 0 0 0 0 L( G 4A5-2ob 4A5-2obd 0.650 0.650 s s 18.20 18.20 15.53 15.58 12 0 12 0 214 0 183 0 0 0 0 0 0 0 0 0 VLt13A-5ocs 0.125 w 3.50 2.50 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 0 0 0 0 11NO 126-0sw 0.3500.097 w 9.80 2.72 10.92 1.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.55 1.48 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.90 1.75 150 150 135 263 213 213 190 372 F 22A-cpl 0.989 27.69 0.00 150 25 692 0 213 12 342 0 6 c) AED excursion 47 27 Envelope loss/gain 1700 869 1050 1019 12 a) Infiltration 474 152 234 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 2174 1252 1284 1554 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2174 1252 1284 1554 15 Duct loads 31% 41% 673 515 31% 41% 3971 639 Total room load 2846 1766 1681 2193 Air required (cfm) 196 86 116 107 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft` 2017-Feb-1316:44:12 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 2 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsoft' Right-J® Worksheet Unit A Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax:407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name BathRM1 BathRM2 2 Exposed wall 0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 5.0 x 8.7 ft ft43.3 ' 5.0 x 8.7 ft 43.3 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft? °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-5ocs 0.125 n 0.00 0.00 0 0 0 0 0 0 0 0 I-- 4A5-2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2obd 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 V/ 13A-5ocs 0.125 e 3.50 2.50 0 0 0 0 0 0 0 0 11 L-G 4A5-2ob 0,650 e 18.20 34.28 0 0 0 0 0 0 0 0 13A-5ocs 0.125 s 3.50 2.50 0 0 0 0 0 0 0 0 4A5-2ob 0.650 s 18.20 15.53 0 0 0 0 0 0 0 0 LLL--j 4A5-2obd 0.650 s 18.20 15.58 0 0 0 0 0 0 0 0 13A-5ocs 0.125 w 3.50 2.50 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 0 0 0 0 11NO 0.350 w 9.80 10.92 0 0 0 0 0 0 0 0 126-0sw 0.097 12.72 1.78 0 0 0 6 0 0 0 0 11 NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.55 1.48 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.75 43 43 39 76 43 43 39 76 F 22A-cpl 0.989 27.69 0.00 43 0 0 0 43 0 0 0 6 c) AED excursion 3 3 Envelope loss/gain 39 73 39 73 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 39 73 39 73 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39 73 39 73 15 Duct loads 31%1 4111. 12 30 31% 41% 12 30 Total room load 51 103 51 103 Air required (cfm) 3 51 13 1 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof * 2017-Feb-1316:44:12 SIC Right -Suite@ Universal 2017 17.0.10 RSU07440 Page 3 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsoft Right-J® Worksheet UnitA Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name Kitchen Living 2 Exposed wall 0 ft 12.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 9.3 x 8.7 ft 80.9 ft2 17.3 x 13.0 ft 225.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (w) Load number Btuh/ft2_ °F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-5ocs 0.125 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2obd 0.650 n 0.00 0.00 0 0 0 0 0 0 0 0 11 V L-G 13A-5ocs 4A5-2ob 0.125 0.650 e e 3.50 18.20 2.50 34.28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-5ocs' 0.125 s 3.56 2.50 0 0 0 0 0 0 0 0 4A5-2ob 4A5-2obd 0.650 0.650 s s 18.20 18.20 15.53 15.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-5ocs 0.125 w 3.50 2.50 0 0 0 0 99 62 217 155 4A5-lob 0.650 w 18.20 34.28 0 0 0 0 16 2 299 564T:-2 R I D 11NO 12B-0sw 0.350 0.097 w 9.80 2.72 10.92 1.78 0 0 0 0 0 0 0 0 20 0 20 0 197 0 219 0 11NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.55 1.48 0 0 0 0 144 144 367 214 C 166-30ad 0.032 0.90 1.75 81 81 72 142 225 225 202 394 F 22Acpl 0.989 27.69 0.00 81 0 0 0 225 12 342 0 6 c) AED excursion 60 213 Envelope loss/gain 72 82 1624 1760 12 a) Infiltration 0 0 234 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 15W 1500 Subtotal (lines 6 to 13) 72 1582 1858 3335 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 72 1582 1858 3335 15 Duct loads 31% 41% 22 651 31 o 41% 575 1371 Total room load 95 2233 2433 4706 Air required (cfm) 7 109 167 230 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft` 2017-Feb-1316:44:12 Right -Suite@ Universal 2017 17.0.10 RSU07440 Page 4 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsoft Right-J® Worksheet Unit A Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax:407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name Dining 2 Exposed wall 8.7 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 188.7 ft 5 Room area 188.7 ft' Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btuh/ft' °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-50cs 0.125 p 0.00 0.00 0 0 0 0T4A5-2ob 0.650 n 0.00 0.00 0 0 0 0 4A5-2obd 0.650 n 0.00 0.00 0 0 0 0 y/ 13A-5ocs 0.125 e 3.50 2.50 0 0 0 0 11 I G 4A5-2ob 0.650 e 18.20 34.28 0 0 0 0 13A-5ocs 0.125 s 3.50 2.50 69 36 125 90 4A5-2ob 0.650 s 18.20 15.53 0 0 0 0 4A5-2obd 0.650 s 18.20 15.58 34 33 610 522 13A-5ocs 0.125 w 3.50 2.50 0 0 0 0 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 11NO 12B-0sw 0.350 0.097 w 9.80 2.72 10.92 1.78 0 93 0 73 0 199 0 131F 11NO 0.350 n 9.80 10.92 20 20 197 219O P 12C-0sw 0.091 2.55 1.48 0 0 0 0 C 166-30ad 0.032 0.90 1.75 189 189 169 330 F 22A-cpl 0.989 27.69 0.00 189 9 240 0 61 c) AED excursion 88 Envelope loss/gain 1540 1204 12 a) Infiltration 164 53 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 1225 Subtotal (lines 6 to 13) 1704 2481 Less extemal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1704 2481 15 Duct loads 31% 41% 527 1020 Total room load 2232 3502 Air required (cfm) 1153 171 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2017-Feb-1316:44:12 Aft Right-Suite® Universal 2017 17.0.10 RSU07440 Page 5 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N J. wrightsoft' Right-J® Worksheet Job: R Unit B Date: 02-10-17 9 10-17 By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 1 Room name Unit B B Bedroom3 2 Exposed wall 75.3 ft 16.9 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 5 Room dimensions Room area 1090.6 ft2 1.0 x 145.9 ft 145.9 ft' Ty Construction U-value Or HTM Area (w) Load Area (ftz) Load number Btuh/ft2_ °F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V[ 13A-5ocs 0.125 n 3:50 2.50 277 220 771 551 104 92 323 281 4A5-2ob 0.650 n 18.20 15.53 24 0 428 365 12 0 214 183 I! 4A5-2obd 0.650 n 18.20 15.53 34 0 610 520 0 0 0 0 y/ I--G 13A-50cs 0.125 e 3.50 2.50 195 183 640 457 0 0 0 0 11 4A5-2ob 0.650 a 18.20 34.28 12 1 214 403 0 0 0 0 L213A-50cs 0.125 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 4A5-2obd: 0.650 0.650 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 13A-5ocs 0.125 w 3.50 2.56 131 94 329 235 32 32 112 80 4A5-2ob 0.650 w 18.20 34.28 16 2 299 564 0 0 0 0 11NO 0.350 w 9.80 10.92 20 20 197 219 0 0 0 0 1213-0sw 0.097 2.72 1.78 93 73 199 131 0 0 0 0 11NO 0.350 n 9.80 10.92 20 20 197 219 0 0 0 0 P 12C-0sw 0.091 2.55 1.48 144 144 367 214 0 0 0 0 C 16B-30ad 0.032 0.90 1.75 1091 1091 977 1909 146 146 131 255 F 22Acpl 0.989 27.69 0.00 1091 75 2084 0 146 17 468 0 6 c) AED excursion 0 39 Envelope loss/gain 7312 5788 1248 710 12 a) Infiltration 1428 459 322 104 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 4225 0 Subtotal (lines 6 to 13) 1 8740 11392 15701 1043 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8740 11392 1570 1043 15 Duct loads 31% 41% 2704 4685 31% 41% 486 429 Total room load 11444 160761 2056 1472 Air required (cfm) 787 7871 141 72 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. writ htsOft" 2017-Feb-1316:44:12 9 Right -Suite@ Universal 2017 17.0.10 RSU07440 Page 6 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsoft' Right-J® Worksheet Unit B Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name B Bedroom2 B Bedroom1 2 Exposed wall 25.0 ft 12.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 150.4 ft 1.0 x 212.6 ft 5 Room area 150.4 ft2 212.6 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2_ °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-5ocs 0.125 n 3.50 2.50 104 92 323 220 0 0 0 0 4A5-2ob 0.650 n 18.20 15.53 12 0 214 183 0 0 0 0 4A5-2obd 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 V 13A-50cs 0.125 e 3.50 2.50 96 96 336 240 99 87 304 217 11 G 4A5-2ob 0.650 a 18.20 34.28 0 0 0 0 12 1 214 403 0.125 s 0.00 0.00 0 0 0 0 0 0 0 0 Ij13A-5ocs 4A5-2ob 4A5-2obd, 0.650 0.650 s s 0.00 0:00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-5ocs 0.125 w 3.50 2.50 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 0 0 0 0G D 11NO 0.350 w 9.80 10.92 0 0 0 0 0 0 0 0 ry 126-0sw 0.097 2.72 1.78 0 0 0 0 0 0 0 0 D 11NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 0 0 0 0 C 166-30ad 0.032 0.90 1.75 150 150 135 263 213 213 190 372 F 22A-cpl 0.989 27.69 0.00 150 25 692 0 213 12 342 0 6 c) AED excursion 47 27 Envelope loss/gain 1700 870 1050 1020 12 a) Infiltration 474 152 234 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 2174 1252 1284 1555 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2174 1252 1284 1555 15 Duct loads 31% 41 o 673 515 31% 41% 397 639 Total room load 2846 1767 1681 2194 Air required (cfm) 1961 87 116 107 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F- wrilghtsoft* 2017-Feb-13 16:44:12 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 7 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N q- wrightsoffi Right-J® Worksheet Unit B Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax:407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name B BathRM1 B BathRM2 2 Exposed wall 0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 5.0 x 8.7 ft 43.3 ft' ft 5.0 x 8.7 ft 43.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load number BtutV t' °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-50cs 0.125 n 3.50 2.50 0 0 0 0 0 0 0 0T4A5-2ob 0.650 n 18:20 15.53 0 0 0 0 0 0 0 0 I; CG' 4A5-2obd 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 V/ 13A-5ocs 0.125 e 3.50 2.50 0 0 0 0 0 0 0 0 11 t-G 4A5-2ob 0.650 a 18.20 34.28 0 0 0 0 0 0 0 0 13A 5ocs 0,125 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2obd. 0.650 s 0.00 0.00 0 0 0 0 0 0 0 0 13A-5ocs 0.125 w 3.50 2.50 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 0 0 0 0G D R r 0 11NO 126-0sw 0.350 0.097 w 9.80 2.72 10.92 1.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.55 1.48 0 0 0 0 0 0 0 0 C 1615-30ad 0.032 0.90 1.75 43 43 39 76 43 43 39 76 F 22A-cpl 0.989 27.69 0.00 43 0 0 0 43 0 0 0 6 c) AED excursion 3 3 Envelope loss/gain 39 73 39 73 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 39 73 391 73 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39 73 39 73 15 Duct loads 31% 41% 12 30 31% 41% 12 30 Total room load 51 103 1 51 103 Air required (cfm) 3 51 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. k wrightsc ft• 2017-Feb-13 16:44.12 Right -Suite@) Universal 2017 17.0.10 RSU07440 Page 8 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N q- wrightsoft Right-J® Worksheet Unit B Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name B Kitchen B Living 2 Exposed wall 0 ft 12.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 9.3 x 8.7 ft 17.3 x 13.0 ft 5 Room area 80.9 ft2 225.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft' °F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6\( j13A- 5ocs 0.125 n 3.50 2.50 0 0 0 0 0 0 0 0 4A5-2ob 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 4A5-2obd 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 V/ 13A-5ocs 0.125 a 3.50 2.50 0 0 0 0 0 0 0 0 11 L-C 4A5-2ob 0.650 a 18.20 34.28 0 0 0 0 0 0 0 0 13A- 5ocs 0.125 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5- 2ob 4A5- 2o6d 0. 650 0. 650 s s 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 13A- 50cs 0.125 w 3.50 2.50 0 0 0 0 99 62 217 155 4A5- 2ob 0.650 w 18.20 34.28 0 0 0 0 16 2 299 564 p 11NO 0.350 w 9.80 10.92 0 0 0 0 20 20 197 219 1213- 0sw 0.097 2.72 1.78 0 0 0 0 0 0 0 0 11N0 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.55 1.48 0 0 0 0 144 144 367 214 C 1613-30ad 0.032 0.90 1.75 81 81 72 142 225 225 202 394 F 22Acpl 0.989 27.69 0.00 81 0 0 0 225 12 342 0 6 c) AED excursion 59 214 Envelope loss/gain 72 83 1624 1761 12 a) Infiltration 0 0 234 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1500 1500 Subtotal ( lines 6 to 13) 72 1583 1 &581 3336 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 72 1583 1858 3336 15 Duct loads 31% 41% 22 651 31%1 410% 575 1372 Total room load 95 22341 2433 4708 Air required (cfm) 7 1091 167 230 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2017-Feb-13 16:44:12 Right- SuiteO Universal 2017 17.0.10 RSU07440 Page 9 VAC\ aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N wrightsofC Right-J® Worksheet Unit B Florida SPECS 815 French Ave, Sanford, FL 32774 Phone:407-322-0216 Fax:407-328-8055 Job: R0217049 Date: 02-10-17 By: TMN 1 Room name B Dining 2 Exposed wall 8.7 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 188.7 ft 5 Room area 188.7 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btuh/ft2_ °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t G 13A-5ocs' 4A5-2ob 4A5-2obd 0.125 0:650 0.650 n n n 3.50 18.20 18.20 2.50 15.53 15.53 69 aO 34 36 0 0 125 0 610 90 0` 520 11 13A-5ocs 4A5-2ob 0.125 0.650 e a 3.50 18.20 2.50 34.28 0 0 0 0 0 0 0 0 13A-5ocs - 0.125 s - 0.00 0.00 0 0 0 0 G r. G 4A5-2ob 4A5-2obd b'650 0 650 s s" 0.00 0.00 0.00 0'.00 0 0 0 0 0 0 0 0 V 1 G 13A-50cs 4A5-2ob 0.125 0.650 w w 3.50 18.20 2.50 34.28 0 0 0 0 0 0 0 0 p 11NO 1213-0sw, 0.350 0.097 w 9.80 2.72 10.92 1.78 0 93 0 73 0 199 0 131F T-D 11NO 0.350 n 9.80: 10.92 20 20 197 219 P 12C-0sw. 0.091 2.55 1.48 0 0 0 0. C 161330ad, 0.032 0.'06 1.75 189 189 169 330 F 22A-cpl 0.989 27.69 0.00 189 9 240 0 6 c) AED excursion 92 Envelope loss/gain 1540 1198 12 a) Infiltration 164 53 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 1225 Subtotal ( lines 6 to 13) 1704 2476 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1704 2476 15 Duct loads 31% 41% 527 1018 Total room load 2232 3494 Air required (cfm) 153 171 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsc) oft 2017- Feb-13 16:1 Right - Suite® Universal 2017 17.0.10 RSU07440 Paggee 10 VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N M RE( 1. JPY HVAC Layout B Garage B Bedroom3 12 x 12 B Bedroom2 1 2 x 8 12x12 12 14x8 14 x 8 141 cfm 10 196 cfm 171 cfm 7„ 8" B Dining 24 x 12 14 " 78 cfm 4 x 1 14 12" 8x4 8 x 4 BLiving 12x8 10x6 5cfm 5cfm 12x12 230 cfm 109 cfm 4 " 4 " 101, B Bedroom'! 8 11 B Kitchen 6" B BathRM2 B BathRM1 Living Garage Job M R0217049 Performed by TMN for: Duplex Unit & B 419 Pecan Ave Sanford, FL 32771 12x8 116 cfm 7" 10x8 116 cfm 12x8 6„ 230 cfrr Kitchen BathRM210 BathRM1 8„ C 8 x 4109cf 8x4 12x12 Bedroom1 5 cfm 5 cfm 9„ g 4" 4„ 24x12 10 " 78 cfm 14" 14" 14x8 Dining 14 x 14 J 14 x 8 171 cfm 12 x 8 196 cfm 7" 141cfm 12x12 12x12 8„ 7 10 12 Bedroom3 Bedroom2 a 1 7- 1 1 7 7 1%-11 7 8 Florida SPECS 815 French Ave Sanford, FL 32774 Phone:407-322-0216 Fax:407-328-8055 Scale: 1 : 98 Page 1 Right -Suite® Universal 2017 17.0.10 RSU07440 2017-Feb-13 16:43:55 R0217049 - Pecan St\R0217049.rup wrightsoft Job: R0217049DuctSystemSummaryDate: 02-10-17 Un to By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 Projectlnformato°n i For: Duplex Unit A & B 419 Pecan Ave, Sanford, FL 32771 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heati n g 0.50 in H2O 0 in H2O 0.50 in H2O 0.411 / 0.089 in H2O 0.265 in/100ft 787 cfm 189 ft Cooling 0.50 in H2O 0 in H2O 0.50 in H2O 0.411 / 0.089 in H2O 0.265 in/100ft 787 cfm a SupplyBralnch Deail Table, x Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BathRM1 c 103 3 5 0.265 4.0 Ox0 VIFx 35.0 120.0 st3 BathRM2 c 103 3 5 0.265 4.0 Ox 0 VIFx 35.0 120.0 SO Bedrooms h 1681 116 107 0.265 6.0 Ox 0 VIFx 35.0 120.0 st3 Bedroom2 h 2846 196 86 0.265 8.0 Ox 0 VIFx 35.0 120.0 st3 Bedroom3 h 2056 141 72 0.265 7.0 Ox 0 VIFx 35.0 120.0 st3 Dining -A c 3502 153 171 0.265 7.0 Ox0 VIFx 35.0 120.0 st1 Kitchen c 2233 7 109 0.265 6.0 Ox0 VIFx 35.0 120.0 stl Living c 4706 167 230 0.265 8.0 Ox0 VIFx 35.0 120.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 456 271 0.265 836 10.0 0 x 0 VinlFlx SO SO Peak AVF 787 787 0.265 736 14.0 0 x 0 VinlFlx Returin BranchDetaiIli able Name Grille Size ( in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/ Joist Opening ( in) Duct Matl Trunk rb5 Ox0 787 787 33.7 0.265 736 14.0 Ox 0 VIFx 2017- Feb-13 16:43:45 wrightSOft" Right -Suite® Universal 2017 17.0.10 RSU07440 Page 1 ACCA ... VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N Wrightsoft,, Duct System Summary Job: R0217049 Date: 02-10-17 Unit B By: TMN Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax: 407-328-8055 For: Duplex Unit A & B 419 Pecan Ave, Sanford, FL 32771 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.12 in H2O 0.38 in H2O 0.255 / 0.125 in H2O 0.195 in/100ft 787 cfm 195 ft Cooling 0.50 in H2O 0.12 in H2O 0.38 in H2O 0.255 / 0.125 in H2O 0.195 in/100ft 787 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk B BathRM1 c 103 3 5 0.200 4.0 Ox 0 VIFx 32.2 95.0 st4 B BathRM2 c 103 3 5 0.286 4.0 Ox 0 VIFx 14.0 75.0 st2 B Bedroom h 1681 116 107 0.200 7.0 Ox 0 VIFx 32.1 95.0 st4 B Bedroom2 h 2846 196 87 0.195 8.0 Ox 0 VIFx 35.5 95.0 st4 B Bedroom3 h 2056 141 72 0.204 7.0 Ox 0 VIFx 29.9 95.0 st4 B Dining -A c 3494 153 171 0.293 7.0 Ox 0 VIFx 11.9 75.0 st2 B Kitchen C 2234 7 109 0.285 6.0 Ox 0 VIFx 14.3 75.0 st2 B Living c 4708 167 230 0.273 8.0 Ox 0 VIFx 18.4 75.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st4 Peak AVF 456 271 0.195 581 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 787 787 0.195 736 14.0 0 x 0 VinlFlx RetulrnBranch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat] Trunk rb4 Ox 0 787 787 64.2 0.195 736 14.0 Ox 0 VIFx WiiglhtSoft Right -Suite® Universal 2017 17.0.10 RSU07440 4CCA ...VAC\aWork File\R0217049 - Pecan St\R0217049.rup Calc = MJ8 House Front faces: N 2017-Feb-13 16:43:45 Page 2 RECORD COPY 1177 117g Service Calculation for Single family Home 1090 SQ FT LIVING AREA 240 VOLT SERVICE General Lighting SQ.FT.X 3 VA 3,270 VA Small appliance load (3000 VA per kitchen) 3,000 VA Laundry 1500 VA for each Washer # of washers 1,500 VA Total general light and small appliance 7,770 VA DEMAND FACTORS 3000 va @ 100% 3,000 VA 4,770 va @ 35% 1,670 VA 4 or more fixed appliances at 75% (see 220-53) Water Heater 1 4,500 VA Dishwasher 1 1,200 VA Disposal 1 960 VA Micro Wave 1 1,800 VA Pool Pump VA Jetted Tub Pump VA 8,460 va @ 75% 6,345.00 VA 5Kw Heatstrips 1 5,000 VA 10Kw Heatstrips VA A/C Compressor 1.5 Ton VA A/C Compressor 2 Ton 1 3,552 VA A/C Compressor 2.5 Ton VA A/C Compressor 3 Ton VA A/C Compressor 3.5 Ton VA A/C Compressor 4 Ton VA A/C Compressor 5 Ton VA Dryers 1 5,000 VA Range (see 220-55) 8,000 VA Boatdock motor 1/4 horsepower VA Well motor 1/3 horsepower VA 25% of largest fixed appliance VAIVATOTALLOAD32,567 Divide total VA by line voltage to size the service 136 Amps 150A 240V 1-Phase 2785 Wrights Road Servicing_A'11"' Florida Office: 407.960.3828 Suite 1105 EC## 13004390 Fax: 888.291.6535 Oviedo, FL 32765 ~ ' www.electricorlando.com s RE: 980874 - Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY MiTek USA, Inc. 6904 Parke East Blvd. Site Information: a a, 1 3CustomerInfo: RLH CONSULTING and MANAGEMENT INC Project Name: 97364b Model: uULEX,.1A.9:0=3_B Lot/Block: 419 A Subdivision: Address: 4t* PECAN AVE City: Sanford iM e W 5G, State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address. - City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 20 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index t conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. olrvc No7fSeal# ITruss Name I Date No. ISeal# Truss Name Date 11 I T10559668 I A J 3/2/17 118 I T10559685 I E6S 3/2/17 12 IT10559669IA1 13/2/17 119 IT10559686 I NX 13/2/17 13 I T10559670 I A2 13/2/17 120 I T10559687 I R6 13/2/17 14 IT10559671 IAX 13/2/17 I I I I I I I 15 I T10559672 1136 13/2/17 16 I T10559673 I B8 13/2/17 1 IT10559674 I B10 13/2/17 18 I T10559675 I B12 13/2/17 19 I T10559676 I B14 13/2/17 10 IT10559677 I B16 13/2/17 11 I T10559678 I B18 13/2/17 112 I T10559679 I B20 13/2/17 113 I T10559680 I B22 13/2/17 114 I T10559681 I B24 13/2/17 115 I T10559682 I C2 13/2/17 116 I T10559683 I C4 13/2/17 117 I T10559684 I E6 13/2/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Lady Lake, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. I U 17- 1 177 1 7 - 1 1 7 8 PQU I N VE< O .•BEN No 681^ t ; / STATEV O.F I Joaquin Velez. PE N6:68182 MR USA, Inc. FL Ger16634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2017 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply 980874 A MONOPITCH g 1 T10559668LbReference (optional) 5-4-0 6-5-0 rage i FVdQZyxtPo-om_Ao_VgpXfjZfUCA1jRFyBpt1 uwhFBwOT132czeySrID:LOWYM..vCKP. J 41 6-5-0 6-8-8 Scale = 145.8 3.00 12 2.4 II 5 3x4 = 1.5x8 STP = 3x6 = 3x4 = 46 = 3x4 = 5-0-0 5 4 14-11-8 24-9-15 24- -8 5-0-0 0-4-0 9-7-8 9-10-7 0- 9 Plate Offsets (X Y)-- 13:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.19 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.49 6-7 >472 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.07 10 1 n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) -0.05 7-9 >999 240 Weight: 122 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except BOT CHORD 2x4 SP No.2 *Except* end verticals. 6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-9, 4-6 REACTIONS. (lb/size) 9=1261/0-8-0, 10=717/Mechanical Max Horz 9=172(LC 10) Max Uplift9=-218(LC 10), 10=-82(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-759/606, 2-14=-751/613, 2-3=-692/611, 3-4=-931/0, 6-10=-717/122 BOT CHORD 1-9=-550/759, 8-9=-114/903, 7-8=-114/903, 6-7=-123/689 WEBS 2-9=-390/241, 3-9=-1603/658, 4-7=0/425, 4-6=-813/149 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; B=59ft, L=49ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 24-8-12 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load non concurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 10 except Qt=lb) 9=218. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 3 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse wM1Te1.°ithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the !C fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559669 980874 Al MONOPITCH 2 1 Job Reference (optional) s.rid, Sanford, rL ou ri 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13:54:00 2017 Page 1 ID: LO WYMouvC KPeLJ9q IFVdQZyxtPo-om_Ao_VgpXfjZfUCAIjRFyBg51 x?h7GW 0T132czeySr 5-6-4 11-10-8 18-2-12 24-10-8 5-6-4 6-4-4 6-4-4 6-7-12 Scale = 1:43.7 2x4 3.00 12 5 10 ' 3x4 = 2x4 I 5x6 = 3x6 — 3x4 = 3x6 = 1-1 5-5-4 5- 0 11-10-8 18-2-12 24-10-8 1-0.0 4-6-4 0- -12 6-2-8 6-4-4 6-7-12 Plate Offsets (X.Y)-- 13:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.05 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Ver1(TL) 0.13 6-7 >999 240 BCLL 0.0 " Rep Stress Incr YES WE 1.00 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(ILL) 0.03 7-9 >999 240 Weight: 127 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except BOT CHORD 2x4 SP No.2 P end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=1275/4-8-0, 10=1275/4-8-0, 11=703/Mechanical Max Horz 10=172(LC 10) Max Uplift10=-97(LC 10), l l=-96(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-271/680, 2-15=-261/690, 2-3=-945/74, 3-4=-760/81, 6-11=-703/157 BOT CHORD 1 -1 0=-623/293, 9-10=-623/58, 8-9=-208/877, 7-8=-208/877, 6-7=-157/696 WEBS 2-1 0=-1 108/325, 2-9=-268/1529, 4-7=0/346, 4-6=-833/189 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=6ft; Cat. ll; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 24-8-12 zone, cantilever left exposed ;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Lumber designated with a 'P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACID, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, _11. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p pbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 iTek' is allays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty PlyT- Tuss— T10559670 980874 MONOPITCH 24 1 Job Reference (optional) 6-10-12 s.vpr ro La 10 MI1 eK In au sines, Inc. I nu mar uz IS:o4:ui zul / rage 1 ID:LOWYMouvCKPeLJ9gIFVdQZyxtPo-HyYZ?KVlarnaBo3PkSEgoAkx2QCvQjY3d7Vca2zeySq 5-10-12 Scale = 1:43.7 11 3.00 12 2x4 5 3x6 - 3x8 I I 3x4 — 3x6 — 3x4 = 3x8 = 1-0-0 1.4-0 9-1-0 16-10-0 24-10-8 1-0-0 0-4-b 7-9-0 7-9-0 8-0-8 10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.14 7-9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) 0.38 7-9 779 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.09 7-9 999 240 Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEDGE WEBS Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=172(LC 10) Max Upliftl=-78(LC 10), 10=-115(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1 6=-2497/461, 2-16=-2455/471, 2-3=-2223/363, 3-4=-1274/183, 6-10=-947/213 BOT CHORD 1-9=-632/2382, 8-9=-433/1769, 7-8=-433/1769, 6-7=-227/945 WEBS 2-9=-326/191, 3-9=-59/502, 3-7=-733/234, 4-7=-64/682, 4-6=-1179/287 Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals. Rigid ceiling directly applied or 7-4-14 oc bracing. 1 Row at midpt 4-6 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=6ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 24-8-12 zone, cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1 except (jt=lb) 10=115. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing y' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty PlyTTxruss T10559671 Job 980874 GABLE 2 1 Reference (optional) ProBuild, Sanford, FL 32771 10 3x4 = 3x8 II 25-0-0 7,640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13:54:01 2017 Page 1 ID LO WYMouvCKPeLJ9q I FVdQZyxtPo-HyYZ7KV IarnaBo3PkSEgoAk4HQ IrQoR3d7Vca2zeySq 3,00 12 Scale = 1:41.9 9 10 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 5x6 = Plate Offsets (X,Y)-- 11:0-3-12.Edoel. f1:0-0-4 1-7-131 14:0-3-0 0-3-01 120:0-3-0 0-3-01 LOADING ll SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 160 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. All bearings 24-0-0. lb) - Max Horz 1=173(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 14, 16, 18, 20, 22, 24, 25 Max Grav All reactions 250lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 1=283(LC 1), 25=255(LC 3), 1=283(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-37=-305/90, 2-37=-300/106 WEBS 2-24=-336/280 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; B=59ft; L=49ft; eave=2ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-10-6, Exterior(2) 4-10-6 to 19-11-14, Corner(3) 19-11-14 to 24-10-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACC, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 11, 12, 14, 16, 18, 20, 22, 24, 25. 9) na 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. seasse R, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -- F1 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V IiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559672 980874 66 Half Hip Girder 2 1 Lb Reference (optional) 6-0-0 3.00 12 i.oYu arpi i7 <u io rvnieR umusuies, nic. inu mai u< ia:uv.uo <uii rage i I D: LO WYMouvCKPeLJ9q IFVdQZyxtPo-ZJTCTjbhx_gaXt5leQsJaeWBHFYxZo35EjhUK8zeySj 12-4-1 18-6-7 2a-10-8 6-4-1 6-2-5 6-4-1 Special NAILED 5x12 = 4x6 = NAILED NAILED NAILED NAILED 2 17 18 19 3 20 21 22 Scale = 1:44.2 NAILED NAILED NAILED NAILED NAILED 5x6 = NAILED NAILED 6x8 = 23 4 24 25 26 5 1l/ 27 9 28 8 29 30 31 I 32 33 34 11 4x6 3x8 2x4 II 4xl0 MT20HS = 5x6 = NAILED NAILED 7x10 = NAILED NAILED 3x4 = Special NAILED NAILED NAILED NAILED 1-0-0 1 4- 6-0-0 1 -4-1 1- 24-9-5 24- -8 1-0-0 d- 4-8-0 6-4-1 6-2-5 6-2-15 0- -3 Plate Offsets (X Y)-- 11:0-0-4 1-7-131 f1:0-3-8 Edgel 12:0-6-0 0-2-01 14:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 TCDL 10.0 Lumber DOL 1.25 BC 0.96 BCLL 0.0 ` Rep Stress Incr NO WE 0.80 BCDL 10.0 Code FBC2014fTP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.1 `Except' 2-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 `Except' 1-9: 2x4 SP M 31 WEBS 2x4 SP No.3'Except* 5-7: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1425/0-8-0, 11=1125/Mechanical Max Horz 1=42(LC 8) Max Upliftl=-119(LC 8), ll=-101(LC 8) DEFL. in loc) I/defl Ud Vert(LL) 0.38 8-10 777 360 Vert(TL) 0.97 8-10 307 240 Horz(TL) 0.17 11 n/a n/a Wind(ILL) 0.24 8 999 240 BRACING - TOP CHORD BOT CHORD WEBS FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3831/306, 2-17=-5200/433, 17-18=-5200/433, 18-19=-5200/433, 3-19=-5200/433, 3-20=-3588/315, 20-21=-3588/315, 21-22=-3588/315, 22-23=-3588/315, 4-23=-3588/315, 4-24=-3588/315, 24-25=-3588/315, 25-26=-3588/315, 5-26=-3588/315, 6-11=-11251101, 5-6=-1052/128 BOT CHORD 1-10=-306/3670, 10-27=-296/3684, 9-27=-296/3684, 9-28=-296/3684, 8-28=-296/3684, 8-29=-433/5200, 29-30=-433/5200, 30-31=-433/5200, 7-31=-433/5200 WEBS 2-10=0/276, 2-8=-154/1633, 3-7=-1662/164, 4-7=-364/113, 5-7=-312/3559 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 111 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 9-6-6 oc bracing. 1 Row at midpt 3-7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=6ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 1=119, 11=101. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) "NAILED" indicates 3-1Od (0.148"xY) or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST-TOENAIL Detail. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 137 lb up at 6-0-0 on top chord, and 107 lb down at 6-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). WpcAstta ataroaru WARNING - erify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Sol' atrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanentp bracing iTek' is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type PlyT T10559672 B6 Half Hip Girder 1 Job Reference (optional) r06Ulla, Janroro, rL 621fI LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 6-12=-20 Concentrated Loads (lb) Vert: 2=-1 41 (B) 5=-4(B) 10=-107(B) 8=-46(B) 3=-63(B) 6=1(B) 17=-63(B) 7,640 s Apr 19 2016 MiTek Industnes, Inc. Thu Mar 02 13:54:08 2017 Page 2 ID: LO WYMouvC KPeLJ9gl FVdQZyxtPo-ZJTCTjbhx_gaXt5leQsJaeWSH FYxZo35EjhUK8zeySj 19=-63(B) 27=-46(B) 28=-46(B) 29=1(B) 30=1(B) 31=1(B) 32=1(B) 33=1(B) 34=1(B) WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. _ Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not IMFatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559673 980874 88 Half Hip 2 1 Lb Reference o ti n 8-0-0 5-6-5 r,Pi is rage iID:LOWYMouvCKPeLJ9gIFI` ZyxtPo-ZJTCTjbhx_gaXtSleQsJaeWEoFZJZsOSEjhUKBzeySj 19-0-11 24-10-6 5-6-5 5-9-13 Scale = 1:44.4 3.o0 12 4x6 — 2 16 5x6 = M = 3 17 4 3x4 I 5 a 8 7 10 3x6 = 3x8 3x4 = 3x8 MT20HS = 3x4 = 3x8 = 1-0-0 1 4- 8-0-0 16-3-8 24-10-8 1-0-0 011 6-8-0 8-3-8 8-7-0 Plate Offsets (X Y)-- f1:0-0-4 1-7-131 f1:0-3-0 0-0-01 f3:0-3-0 0-3-01 f6:0-4-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.53 Vert(LL) -0.19 7-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.56 7-9 >526 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(ILL) 0.14 7-9 >999 240 Weight: 109 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEDGE WEBS 1 Row at midpt 4-6 Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=56(LC 10) Max Uplift 1 =-98(LC 10), 10=-95(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2438/756, 2-16=-2337/759, 3-16=-2337/759,3-17=-2523/684, 4-17=-2523/684, 6-10=-947/259 BOT CHORD 1-9=-761/2316, 8-9=-881/2769, 7-8=-881/2769, 6-7=-614/2035 WEBS 2-9=0/356, 3-9=-617/130, 3-7=-306/245, 4-7=-87/657, 4-6=-2084/647 NOTES- 1) Unbalanced roof live loads have been considered forth is design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft; eave=6ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 14-10-9, Interior(1) 14-10-9 to 24-8-12 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1 iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply 980874 810 HALF HIP 2 1 T10559674 Job Reference o tional I D: LO WYMouvC KPeLJ9q IFVdQZyxtPo-196xCfWwLBvRpydblAlvLNG7cgZp94xCsnEA7VzeySp 7-0-0 0-0-0 17.9.12 2a_ 0-8 7-0-0 3-0-0 7-9-12 7-0-12 Scale = 1:44.2 3.00 F12 4x12 = 3 2x4 16 17 4 3x8 = 5 8 r 10 3x6 = 3x8 3x4 3x6 = 412 = 2x4 = 1-0-0 1.10-0-0 17-9-12 24-10-8d-X4-0 1 1-0-0 8-8-0 7-9-12 7-0-12 Plate Offsets (X Y)-- f1:0-3-0 0-0-01 f1:0-0-4 1-7-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.16 7-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.44 7-9 >670 240 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.13 7-9 >999 240 Weight: 114 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=70(LC 10) Max Uplift 1=-97(LC 10), 10=-96(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2435/833, 2-3=-2209/713, 3-16=-1979/616, 16-17=-1979/616, 4-17=-1979/616, 4-5=-1979/616, 6-10=-947/273, 5-6=-881/300 BOT CHORD 1-9=-865/2318, 8-9=-713/2149, 7-8=-713/2149 WEBS 3-9=0/351, 4-7=-504/270, 5-7=-646/2047 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft, B=59ft, L=49ft, eave=6ft, Cat. 11, Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 16-10-9, Interior(1) 16-10-9 to 24-8-12 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pond ing. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 8. 5) Plate(s) at joint(s) 8 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 1, 10. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notBetatrusssystem. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1A iTek' is alwaysertyrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjury and propdamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559675Lb980874B12HALFHIP21 Reference o tional I D: LO WYMOuvC KPeLJ9q I FVdQZyxtPo-DLgJQ7XY6S 1 IQ6CnstG8tbpNOESZU2WM4RJfxzeySo s-s-o 2-0-o a-s-a 4-10-8 6-6-0 s-6-0 6-5-4 6-5-4 Scale = 1:44.2 3.00 12 4x12 = 2x4 II 3 17 4 18 lU C / ll 3x6 = 3x8 2x4 3x8 MT20HS = 3 6 = 5x8 = 2x4 = 1-0-0 1 4- 6-6-0 12-0-0 18-5-4 24-10-8 24-1 -11 1-0-0 -4- 5-2-0 5-6-0 6-5-4 6-5-4 0- -3 Plate Offsets (X Y)-- f1:0-3-0 0-0-01 f1:0-0-4 1-7-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0,15 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.39 8-10 >770 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.12 8-10 >999 240 Weight: 119 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-1-14 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1 = 1031/0-8-0. 11 =947/Mechan ical Max Horz 1=84(LC 10) Max Uplift 1 =-95(LC 10), 11=-98(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2488/845, 2-3=-1973/656, 3-17=-1531/502, 4-17=-1531/502, 4-18=-1531/502, 5-18=-1531/502, 6-11=-947/289, 5-6=-885/313 BOT CHORD 1 -1 0=-910/2375, 9-10=-910/2375, 8-9=-910/2375, 7-8=-664/1892 WEBS 2-8=-518/257, 3-8=-22/367, 3-7=-399/179, 4-7=-437/236, 5-7=-549/1656 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft, B=59ft, L=49ft; eave=6ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 18-10-9, Interior(1) 18-10-9 to 24-8-12 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1, 11. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p p Tek - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVii 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559676Lb980874B14HALFHIP21 Reference (optional) nooulla. —H L—III /Au s Npr Ie LU I b M I I eK I nausines, Inc. Inu mar UL lb:a —/ rages ID: LOWYMouvCKPeLJ9glFVdQZyxtPo-DLgJQ?XY6S11Q6CnstG8tbpLIEu7uY M4RJfxzeySo 8 — 7-6-0 6-6-0 2_515-5-4 5.4-14 0- -6 Scale = 144,2 3.00 12 4x12 = 2x4 II 3x6 = 3 19 4 20 5 10 8 7 11 3x6 = 3x8 3x8 MT20HS = 3x4 — 5x8 — _ 2x4 11 2x4 1-0-0 1 4- 7-6-0 14-0-0 19-5-4 24-10-8 1-0-0 -4- 6-2-0 6-6-0 5-5-4 5-5-4 Plate Offsets (X Y)-- 11:0-3-0 0-0-01 11:0-0-4 1-7-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.15 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.41 8-10 >717 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.12 8-10 >999 240 Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-3-9 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 11=947/Mechanical Max Harz 1=97(LC 10) Max Uplift 1 =-93(LC 10), 11=-100(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-17=-2490/774, 17-18=-2420/785, 2-18=-2413/786, 2-3=-1706/551, 3-19=-1151/388, 4-19=-1151/388, 4-20=-1151/388, 5-20=-1151/388, 6-11=-947/300, 5-6=-893/321 BOT CHORD 1-10=-865/2375, 9-10=-865/2375, 8-9=-865/2375, 7-8=-567/1623 WEBS 2-8=-798/312, 3-8=-34/423, 3-7=-564/214, 4-7=-368/200, 5-7=-461/1356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; B=59ft; L=49ft, eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 7-1-7, Exterior(2) 7-1-7 to 14-0-0, Interior(1) 20-10-9 to 24-8-12 zone; cantilever left exposed ;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notBetatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall WOWbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing 0. iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply T70559677 980874 B16 HALF HIP 2 1 Job Reference (optional) 8-6-0 nP reye ID:LOWYMouvCKPeLJ9gIEVdQZyxtPo-hXEhdLYAtm99'2Gn_PbnNQoMT_eCxd_OVJ5jGBNzeySn 4-3-8 4-7-0 Scale = 144.4 3.00 12 4X6 2x4 3x4 - 3 4 18 5 y / 10 3x6 — 3x8 2x4 Us MT20HS = 3x8 — 44 _ 1-0-0 1 - 8-6-0 16-0-0 24-10-8 24- 1-4 t-0-0 0-4- 7-2-0 7-6-0 8-10-8 0-0- 2 Plate Offsets (X Y)-- f1:0-0-4 1-7-131 11:0-3-0 0-0-01 12:0-3-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.15 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.39 6-7 >754 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.11 7-9 >999 240 Weight: 119 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. WEDGE WEBS 1 Row at midpt 2-7 Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=111(LC 10) Max Uplift 1 =-91 (LC 10), 10=-102(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-16=-2451/710, 2-16=-2367/719, 2-17=-1440/416, 3-17=-1433/434, 3-4=-1341/451, 6-10=-947/311 BOT CHORD 1-9=-813/2333, 8-9=-817/2328, 7-8=-817/2328, 6-7=-315/847 WEBS 2-7=-1028/377, 4-7=-191/691, 4-6=-1115/430 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft; L=49ft, eave=6ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 9-1-7, Exterior(2) 9-1-7 to 16-0-0, Interior(1) 22-10-9 to 24-8-12 zone, cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=102. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Bel' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IViiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T10559678 Job 980874 B18 HALF HIP 2 1 Reference (optional) rwow Dania oc i i Hpr ro <u io rvu ex inausmes, mc. i nu mar u, i.rov:uo m r rage -i ID: LO WYMouvCKPeLJ9q I FVdQZyxtPo-9ko3rhYpe3HOgQMAzl IcyOuiP2aQMTOfYITgjgzeySm 6-6-5 6-2-15 5-2-12 6-10-5 3.00 12 4x12 = Scale = 144.4 3x4 5 r 10 3x6 _ 3xB 11 3x4 = 3x6 = 3x4 = 3x6 = 1-0-0 1 4- 10-0-11 18-0-0 24-10-8 1-0-0 0-4- 8-8-11 7-11-5 6-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.14 7-9 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) 0.40 7-9 742 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.10 7-9 999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEDGE WEBS Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=125(LC 10) Max Upliftl=-88(LC 10), 10=-104(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2518/688, 2-16=-2464/697, 2-17=-2132/537, 3-17=-2048/545, 3-4=-1109/334, 6-10=-947/322 BOT CHORD 1-9=-816/2404, 8-9=-628/1778, 7-8=-628/1778, 6-7=-351/1054 WEBS 2-9=-409/210, 3-9=0/485, 3-7=-866/326, 4-7=-89/618, 4-6=-1234/410 PLATES GRIP MT20 244/190 Weight: 122 lb FT = 20% Structural wood sheathing directly applied or 3-2-9 oc purlins, except end verticals. Rigid ceiling directly applied or 6-5-12 oc bracing. 1 Row at midpt 4-6 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft, B=59ft; L=49ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 11-1-7, Exterior(2) 11-1-7 to 18-0-0 zone, cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1 except (jt=lb) 10=104. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the " iTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559679 980874 B20 HALF HIP 2 1 Lb Reference o tional Protlwld, Sanford, FL 32771 6-9-15 9M 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13:54:05 2017 Page 1 ID'. LO WYMouvC KPeLJ9q I FVdQZyxtPo-9ko3rhYpe3HOgOMAzl Icy0uhP2YkMP8fYITgjgzeySm 20-01 24-10-8 6-2-12 4-10-8 Scale = 145.0 3.o0 12 412 = 2.4 II 3x8 II 3x4 = 3x6 = 3x6 = 3x4 = 3x6 = 1 Io 10 1-0-0 1 4- 11-4-6 20-0-0 24-10-8 24- 1-4 1-0-0 0-4- 10-0-6 B-7-10 4-10-8 0- -12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.15 9-15 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) 0.41 9-15 723 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.10 7-9 999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEDGE WEBS Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 10=947/Mechanical Max Horz 1=139(LC 10) Max Uplift 1 =-86(LC 10), 10=-107(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2514/632, 2-16=-2456/642, 2-17=-2010/455, 3-17=-1906/456, 3-4=-806/218, 6-10=-947/318 BOT CHORD 1-9=-779/2402, 8-9=-562/1670, 7-8=-562/1670, 6-7=-243/749 WEBS 2-9=-527/243, 3-9=0/537, 3-7=-1069/367, 4-7=-102/664, 4-6=-1081/348 PLATES GRIP MT20 244/190 Weight: 125 lb FT = 20% Structural wood sheathing directly applied or 3-3-1 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 3-7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; 8=59ft, L=49ft, eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 13-1-7, Exterior(2) 13-1-7 to 20-0-0 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=1b) 10=107. 8) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. sessee Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'yliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T10559680FJobference980874B22HALFHIP21 optional) 10 am 6-6-0 snpr in uio iwi ex mcusmes, inc, inu mar uz lSA ZuII rage) ID: LO WYMouvCKPeLJ9gl FVdOZyxtPo-dwLS21 ZRP N PsHaxMX7grV DRgP Rxf5vYomPC NGGzeySI 7-0-0 2-10-8 Scale = 145.0 3.Oo 12 4x12 = 2x4 4 5 3x8 u a 3x6 = 2x4 1 3x8 MT20HS = 3x4 = 3x4 — — 3x6 — IE I 0 1-0-0 1 4- 8-6-0 15-0-0 22-0-0 24-10-8 1-0-0 0-4- 7-2-0 6-6-0 7-0-0 2-10-8 Plate Offsets (X,Y)-- fl:0-0-4 1-7-131 f1:0-3-0 0-0-01 f3:0-3-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.13 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.36 8-10 >835 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.09 8-10 >999 240 Weight: 131 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. WEDGE WEBS 1 Row at midpt 3-7 Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 11=947/Mechanical Max Horz 1=153(LC 10) Max Upliftl=-82(LC 10), 11=-110(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2424/505, 2-17=-2375/514, 2-3=-1609/363, 3-4=-493/112, 6-11=-947/312 BOT CHORD 1 -1 0=-664/2304, 9-10=-664/2304, 8-9=-664/2304, 7-8=-462/1507, 6-7=-143/442 WEBS 2-8=-828/214, 3-8=0/488, 3-7=-1233/366, 4-7=-112/702, 4-6=-995/322 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 6=59ft; L=49ft; eave=6ft; Cat. II; Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 15-1-5, Exterior(2) 15-1-5 to 22-0-0 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=110. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notIffatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall piTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iUi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559681 980874 B24 Half Hip 2 1 Lb Reference (optional) 1 0 0 L_u 5 v.Pr le 1- IvuI I eK Inausmes, Inc. I nu mar uz 13: b4: ub zui i rage i ID* LOWYMouvCKPeLJ9glFVdQZyxtPo-dwLS21 ZRPNPsHaxMX?grVDRpXRuo5xdomPCNGGzeySl 8-8-0 7-8-0 7-8-0 -10-8 3.00 46 4x6 = 4 5 3x8 11 10 6 7 3x6 = 2x4 11 3x8 MT20HS = 3x4 = 5x12 = IN Scale = 1:47.0 Io 1-0-0 16-4-0 24-0-0 4-10-8 8-0 7-8-0 7-8-0 0-4-0 7-8-0 Plate Offsets (X Y)-- f1:0-0-4 1-7-131 f1:0-3-0 0-0-01 1`2:0-3-0 0-3-01 f5:Edge 0-3-81 17:0-1-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.14 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.45 7-8 >662 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.11 7-8 >999 240 Weight: 127 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-5 cc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. 5-11: 2x4 SP No.2 WEBS 1 Row at midpt 2-8, 3-7 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1031/0-8-0, 11=947/Mechanical Max Horz 1=167(LC 10) Max U plift 1 =-79(LC 10), 11=-114(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2419/447, 2-17=-2370/456, 2-3=-1464/282, 6-11=-947/306, 5-6=-250/0 BOT CHORD 1-10=-625/2299, 9-10=-628/2293, 8-9=-628/2293, 7-8=-393/1372 WEBS 2-10=0/258, 2-8=-961/246, 3-8=-1/566, 3-7=-1461/412 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; 6=59ft, L=49ft, eave=6ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 17-1-7, Exterior(2) 17-1-7 to 24-0-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=114. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Bet building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing wJ Te " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 vY , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 980874 C2 JACK -OPEN 4 1 T10559682LbReferenceotional 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13:54:09 2017 Page 1 ID: LO WYMouvC KPeLJ9q I FVdQZyxtPo-2V 1 ag3cJi loR81 gxCBNY7s3 Whf6o IQrETN R 1 tbzeyS i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.00 4 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(ILL) 0.00 4 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=176/0-8-0, 2=3/Mechanical, 3=-19/Mechanical Max Horz 1=14(LC 10) Max Upliftl=-57(LC 10), 2=-7(LC 3), 3=-19(LC 1) Max Grav 1=176(LC 1), 2=5(LC 15), 3=4(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.0 PLATES GRIP MT20 244/190 Weight: 6 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 13=59ft; L=49ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Solid blocking is required on both sides of the truss at joint(s), 1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1, 2, 3. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ;'r'y' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Qty PlyFTrussType T10559683 980874 C4 OPEN 4 1 Job Reference(optional 1 640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13:54:09 2017 Page 1 ID: LOWYMouvCKPeLJ9glFVdQZyxtPo-2V1 ag3cJiloR81 gxC8NY7s3Wbf6klQrETNRl tbzeySi LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.01 8 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.01 8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=65/Mechanical, 3=38/Mechanical, 1=210/0-8-0 Max Horz 1=27(LC 10) Max Uplift2=-17(LC 10), 1=-15(LC 10) Max Grav2=65(LC 1), 3=46(LC 3), 1=21O(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.5 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft, L=49ft, eave=4ft, Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. series Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notiffatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p pbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T10559684 980874 E6 JACK -OPEN 8 1 LbRefe[enceIootionalh roBuild, Sanford, FL 32771 6-0-0 PI0 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13:54:10 2017 Page 1 ID: LO WYMouvC KPeLJ9q I FVdQZyxtPo-WhbyuPcxTcwl m BF7mrunf3ce_3OPOt5Oh 1 AbP 1 zeySh Scale: 1 "=1' 1-0-0 1-4-0 6-0-0 1-0.0 ' 0-4-0 4-8-0 Plate Offsets (X,Y)-- 11:0-4-0.0-0-01. 11:0-1-0.1-7-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.03 3-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.07 3-8 >965 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.05 3-8 >999 240 Weight: 20 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2=123/Mechanical, 3=66/Mechanical, 1=286/0-8-0 Max Horz 1=41(LC 10) Max Uplift2=-34(LC 10), 1=-21(LC 10) Max Grav 2=123(LC 1), 3=86(LC 3), 1=286(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=59ft, L=49ft; eave=4ft; Cat. 11; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-10-6, Exterior(2) 4-10-6 to 5-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 2, 1. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® wnneclors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing V I i ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply 980874 E6S JACK -OPEN 13 1 T10559685 Reference (optional) b4U s Apr 19 2016 MiTek Industnes, Inc. Thu Mar 02 13:54:10 2017 Page 1 I D: LO WYMouvC KPeLJ9q I FVdQZyxtPo-WhbyuPcxTcwlm B F7m runf3chk3SXOsj Oh 1 AbP 1 zeySh 2-10-0 2-0-0 Scale: 1 "=T 5 1.5x8 STP = 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 16 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length) 5=0-8-0, 6=Mechanical. lb) - Max Horz 6=32(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 3, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 3, 4, 5, 6 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-170/296 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; B=59ft, L=49ft, eave=oft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Corner(3) zone; porch left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load non concurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5, 6. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 10/03/2015 BEFORE USE. assess Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 980874 NX GABLE 1 1 T10559686 o...,. Job Reference o tional 6-4-0 6-8-0 413 = 7.640 s Apr 19 2016 MiTek Industries, Inc. Thu Mar 02 13:54:11 2017 Page 1 ID: LO WYMouvC KPeLJ9q IFVdQZyxtPo-_u9L5kdZEv290 LpKKZPOCH8ibShtl BhXwhw8xTzeySg 6-8-0 6-4-0 Scale = 1:46.0 5 iM 11 ofO 6x8 = sxa = Sx8 = 3x12 MT20HS = Special LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.21 6-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) 0.49 6-7 636 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(TL) 0.11 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.16 6-7 999 240 Weight: 179 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 `Except' 3-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 1=2118/0-8-0, 5=2123/0-8-0 Max Horz 1=-72(LC 23) Max Uplift 1 =-355(LC 8), 5=-358(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4931/832, 2-3=-4349/720, 3-4=-4349/720, 4-5=-4950/841 BOT CHORD 1-42=-749/4612, 42-43=-749/4612, 43-44=-749/4612, 9-44=-749/4612, 9-45=-749/4612, 45-46=-749/4612, 8-46=-749/4612, 7-8=-749/4612, 7-47=-757/4631, 47-48=-757/4631, 48-49=-757/4631, 49-50=-757/4631, 6-50=-757/4631, 6-51=-757/4631, 51-52=-757/4631, 52-53=-757/4631, 5-53=-757/4631 WEBS 3-7=-208/1004, 4-7=-665/186, 2-7=-646/177 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; B=59ft; L=49ft, eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=355, 5=358. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1300 lb down and 127 lb up at 13-0-0 on top chord, and 66 lb down and 40 lb up at 1-8-12, 66 lb down and 40 lb up at 3-8-12, 66 lb down and 40 lb up at 5-8-12, 66 lb down and 40 lb up at 7-8-12, 66 lb down and 40 Ib up at 9-8-12, 66 Ib down and 40 Ib up at 11-8-12, 66 Ib down and 40 lb up at 13-8-12, 66 to down and 40 lb up at 14-3-4, 66 lb down and 40 Ib up at 16-3-4, 66 lb down and 40 lb up at 18-3-4, 66 lb down and 40 lb up at 20-3-4, and 66 lb down and 40 lb up at 22-3-4, and 66 Ib down and 40 lb up at 24-3-4 on bottom chord. The design/selection WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not y a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A A Te I.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M V 1 !C fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss pe Qty Ply7" U-S-STI T10559686 980874 NX 1 1 Job Reference (ootional) U • "— -F L oc, $ 1 /.b4u s Apr 18 ZUIb MI l eK UtOustnes, Inc. I nu Mar U2 13:b4:11 2011 Page 2 NOTES- D: LO WYMouvC KPeLJ9q IFVdQZyxtPo-_u9L5kdZEv290 LpKKZPOCH8ibShtl BhXwhw8xTzeySg 12) Special hanger(s) or other connection device(s) shall be provided at 13-0-0 from the left end sufficient to connect truss(es) to back face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 36-39=-20 Concentrated Loads (lb) Vert:8=-66(B) 3=-1300(F) 42=-66(B) 43=-66(B) 44=-66(B) 45=-66(B) 46=-66(B) 47=-66(B) 48=-66(B) 49=-66(B) 50=-66(B) 51=-66(B) 52=-66(B) 53=-66(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, notBetatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing erty i1 iTek" is always required for stability and to prevent collapse with possible personal injury and propdamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314, Tampa, FL 36610 Job Truss Type Qty ply 980874 Truss R6 pen 2 1 T10559687 o. o... —1-1, ,,-,- Job Reference o tionat 640 s Apr 19 2016 MiTek Industnes, Inc. Thu Mar 02 13:54: 12 2017 Page 1 ID. LOWYMouvCKPeLJ9glFVdQZyxtPo-S4jjJ4eC?DAOOVOWtGwFIUhuUs1 WUnbh9LfhTwzeySf 4-9-14 8-5-13 4-9-14 3-7-15 of0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.13 3-8 789 360 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) 0.22 3-8 464 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Wind(LL) 0.08 3-8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=162/Mechanical, 3=89/Mechanical, 1=318/0-8-0 Max Horz 1=41(LC 8) Max Uplift2=-54(LC 8), 1=-94(LC 8) Max Grav 2=162(LC 1), 3=107(LC 3), 1=318(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:16.6 PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft, 13=59ft; L=49ft; eave=4ft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) "NAILED" indicates 3-1 Od (0.148"xY) or 2-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST-TOENAIL Detail. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 7=61(F=31,B=31)8=68(F=34,B=34)10=-25(F=-12,B=-12) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Symbols Numbering System General Safety (Votes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and full embed teeth. Y TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 0 -116 r ci-2 c2-s 2. Truss bracing must be designed by an engineer. For lateral braces themselves 4 wide truss spacing, individual T 0 WEBS cc m Q U V P 6 may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never dU stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate cs-sI I.— designer, erection supervisor, property owner and plates 0- 'lid' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This Symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. pTHE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERWLETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. ICC- ES Reports: The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings supports) occur. Icons vary but 2012 MiTek@ All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. numberwherebearingsoccur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: MI ANSI/TP11: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB- 89: Design Standard for Bracing, is not sufficient. BCSI: Building Component Safety Information, iffeko 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 rt 1 RECORD •r City of Sanford Building and Fire Preventiol Product Approval Specification Form Permit # # ' 7- 1 1 7 7 # 1 7- 1 1 7 g SANFORD L135 i WS9 Project Location Address 44E) Pecan Ave Sanford, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Masonite International 4904-1 Sliding Sectional Roll Up Automatic Other 2. Windows Single Hung Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 A Category / Subcategory Manufacturer Product Description Florida Approval # lincluding decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tamko Building Underla ments fo Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents im Metals Inc 16568.1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 7/28/2015 Florida Building Code Online FR CridUser Registration Topics Submit Surcharge ' Stats & Facts Publications ` FBC Staff ; BCtS SiteMapLinks I ;Search cl 'dfCm p(ar BCIS Home Log to Bushes Profess - tProduct Approval USER: Public User Regulation f1 112MProduct Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/ Email Authorized Signature Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Documentation from approved Evaluation or Validation Entity FL4904-R7 Affirmation 2014 Approved Masonite International 1955 Powis Road West Chicago, IL 60185 615) 441- 4258 sschrei ber@masonite. corn Steve Schreiber sschrei ber@masonite, com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 v 1 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Yes No N/A Product Approval Method Method 1 Option A https://flor. idabui Iding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwH N bbiScio%2baWgLuXXbtTsEXplAQ%3d 114 7/28/2015 t Florida Building Code Online Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products FL # I flodel, Number or Name___ J Descronipti 4904.1 Wood -edge Steel Side -Hinged Door I6' 8" Opaque I/S and O/S Single Door iUnits I iLimts of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 11 FLO128.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute i where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 6'-8" FL4904 R7 AE 504A odf 1 max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes protective system is NOT required. Seere.quired,hurricane 05 for details. i 4904.2 Wood -edge Steel Side -Hinged Door Units 8'-0" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110 02 odf Approved for use outside HVHZ: Yes II Quality Assurance Contract Expiration Date Impact Resistant: Yes i 12/31/2020 Design Pressure: +70,0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FLO129 odf 1l Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Verified By: National Accreditation & Management Institute Created by iIndependentThirdParty: f Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-O" x 8'-0" FL4904 R7 AE 503A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA`FLO129-005 for details._— 4904.3 Wood -edge Steel Side -Hinged Door 6-8" Opaque I/S and O/S Door w/ or w/o Sidelites Units jLimits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110 01 odf j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions 1 Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0128.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed, 12'-0" x 6'-8" I FL4904 R7 AE 502A.odf max nominal size. When large missile impact resistance is ( Created by Independent Third Party: Yes I required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FLO128-05. 4904.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites Units Limits of Use •Certification Approved for use in HVHZ: Yes f Agency Certificate FL4904 R7 C CAC NI006110.02 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date 3 Impact Resistant: Yes 12/31/2020 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FLO129.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R7 AE 501A.odf imaxnominalsize. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels, See DWG- MA-FLO129-05. TTT4904,5 (Wood -edge Steel Side -Hinged Door 18'-0" Opaque O/S w/ or wJo Sidelites Units https:/ffloridabui Iding.orgipr/pr—app_dtl,aspx?param=wGE\/XQwtDgtel ulwH N bbISciO%2baWgLL XXbtTsEXoIAQ%3d 91A SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES N RAI- NQTF f 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO I THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. c 2. HURRICANE PROTECTIVE SYSFEM (SHUTTERS) IS NOT REQUIRED ON OPAOUE PANELS, BUT IS REOUIREO ON GLAZED SIDELITFS. X O 3. IN TrIE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN S ACCORDANCE SECTION 2220 OF TIME FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 i AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: IEST DESCRIPTION U£SIGNATION RESULT SELF IGNITION TEMP ASTM r)1929 _J40 F 650 _F- RAYE OF BURNING ASTM D035 0.77 IN/MIN__ EMOUE DENSITY ASTM 02843 13? IE:NSILE STRENGTH• ? ASTA1 D638 7.50% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD I SHJGLE DOOR KNIT-DrJUBEE DOOR QNR SINI:LE_'099R- _QNff WITH SIDELITE 149' MAX. OVERALL FRIWE WIDTH 7.1" MAX 36.375" MAX. O.L.O.— PANEL WDDTH — 37.5" MAX. _ W/ASTRAGAL I I— FRAME WIDTH LA 0L SRO 9s2t? _Uv WITH SIDELIT DOUB1vE DOOR UNIT VJ/SIDEUTES Adlerda to NO CeIl caliDn NO.: n: 100 U 11 !1 `/ Reviewed E Date R_ - 7 t00 5tLGLF- 00R UMLwLSIDEVIES J )( 10- E_00PR UNIT_A SIDE ITFS oc) DoU tJ c G co o cr _I O Ci Z O V LU Lr) Z F to } cf) v) WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REOU!REO TO BE I5% OF DESIGN PRESSURE Dae 7/1 TABLEU` CONTENTS CONFIG MAX YIDTH INSWING OU iSWMG INSWING OUTSWING / ''; N. T.S. aNcET # I DESCRIPTION X 37.5 +76 0 --76.0 +760 76.0 r 19.0 -79.D +55.5.0_'T S TYPICAL ELEVATIONS & GENERAL. NOTES XX 74 r55 0 -55.0 +Sb 0 Sti.O0 -15 U +5.5.0 55.Q v m+c Cec N SWS 2 ANCIi0R1i G L.00ATiONS & DETMLS OK or XO 75 IT5>JC 550 + 5.0 59.0 +-19.0 --19,C) +55.0 55.0 cr+K. er: r- DXO 112oI.S 0 55 Q 7.0 35.0 r 19 0 19.0 +55.0 -SS.O __-.._____.. --_ i----'- t +550- tr. GKVR7 E1.ALTHA20R Drin+ nvcno. 3 ANCHORING LOCATIONS (7FTAllS - _ -- -- -- —_ .. _.^-^ - OXXb 55.0-55.0 +19.0 `-190 FLORIDA P.E. DWG- MA-FL0128 J/55533 __ SF DETAIL C' 0 o SEE DETAIL C IFF DETAIL C' 6 ASTRAGAL RETAINER BOLT HOLE 8 x MUST BE DRILLED TROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH 8 2-112'? § 0 x FOR A 1. 575" THROkA' 410 x -5/4" QE7AIl "F" ASTRAGAiL . 10 x 2 DETAIL "L"' ASTRAGAL G WE' TEMP, CLASS) IC FRAME DOOR ATIACH ASTRAGAL RETAINER BOLT DOW 9'15 W1 OPT"AL CECORANVE INSERT ALVIA, STEEL OR BUTYL SPACERSTRKEPLATE.- TO FRAME 1 /2- BITEDETAIL "C AS SHOWN. TYPICAL., #13- X 1- 1/2- P14S cl In cc cQ Cc w Ln Ld A04ho to NAMI 4 OATE-2 l I/Q,5 sc F T .13 VAG BY: svvs COW 995 T Flit— = 111111e11Zlylr DRAWxn W; OWC-MA-FLIIIIS -111, TYPLQAL jvAZLN_Q FL LL SEC DCiAlL, C" Stir. 2 LEC-L,'ICJ-jM,EjN'T- -DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PRFPAR-E-.D, SIGNED AND SEALED BY LUIS R. LOMAS, RE FLORIDA #62514) WITH THE LOWEST (LEAS FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE, JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 1 a WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2" 2. MULLIONS TO BE 2-1/2" X 4-3/5" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH I" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6 FROM EACH END AND MAXIMUM 1? OC. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&I'A NDA FOR SOUTilERN PINE LUMBER AND ACHErVEMENT OF 1-1/2" MINIMUM EMBEDMENT. 'THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BOOKS BY 01HERS MUST BE ANCHORED PROPERLY -To TRANSFER LOADS TG 'STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LSS. HARL-WALE SCHEDlLjLr 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE I DEADLOCK HARDWARE TO BE INSTALLED AT 5-112" CENTERLINE.. 12. 4'* X 4" FULL MORTISE BUTT HINGES lacKIN ' o 25' MAXsllit'l CL TYPICAL WOOD BUCK ANCHOR INSTALLATION MIN 0.25" MAXSHIM CL J TYPICAL MASONRY ANCHOR INSTALLATION ci U-) cc 03 c) Cr —I U) U.; Adderon io NAMI scaT.S. cerlh-.1im WW RNe% ed By cilk, By, or v Company: Masonite International Corporation Certification No.: N1006110,01 1955 Powis Road Certification Date: 07/23/2005 West Chicago, 11, 60.185 Expiration Date: 1.2/31/2020 Revision Date: 11/21/2014 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites w/Wood Frame unless noted) Specification: TAS 201/202/203 The "Notice of Product Certification is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and (fiat all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Nantieertification.coni. NAMI's Ce-rtificatiion Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X US Opaque 3'0" x 6'8" 761-76 2.86 psf Yes NC:TI..-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO128-05 X O/S Opaque 3'0" x 6'8" 76/-76 825 psf Yes NC11-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail- MA- FLO128-05 XX I/S Opaque 6'0' x 6'8" 551-55 2.86 psi' Yes NCTL 210-2930-1 Double Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Anchor Detail-MA-T1,0128-05 XX O/S Opaque 6'0" x 6'8" 55/-55 8.25 psf Yes NCTL: 210-2930-1 Double Maximum Panel Size: 310" x 6'8"/Sidelite: 3'0"x 678" Anchor Detail-MA-F1_0128-05 XO/OX I/S Opaque Door 6V' x 6'8" 551-55 2.86 psf Door -Yes NCTL210-2930-1 Single wlSideiitc Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0"x 6'8"/Sidelite: 3V'x 6'8" Anehor Detail-MA-FL0128-05 XO/OX O/S Opaque Door WO' s6X' 55/-55 8.25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0"x 6'8"/Sidelite: 3'0" x6'8" Anchor Detail- MA- FLO128-05 OXO I/S Opaque Door 9'0" x 6'8" 551-55 2.86 psf Door -Yes NCTL-210-2930: 1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0"x 0'8"/Sidelite: 30"x 6'8" Anchor DetailMA-FL0128-05 OXO O/S Opaque Door 9'0" x 6'8" 551-55 8.25 psf Door -Yes N01-2102930-1 Single w/ Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0 x 6'8"/Sidelite 3'0" x 6'8" Anchor Detail- MA=FL0128-05 OXXO 1/ S Opaque Doors 12'4" x 6'8" 55/-55 2.86 psf Doors -Yes NCTL-210-2930-1 Doublew/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0'x6'8"/Sidelite:3'0"x6'8" Anchor Detail MA-1=L0128-05 OXXO O/S Opaque Doors 12'4" x 6'8" 551-55 8.25 psf Doors -Yes NC71.-2102930-1 Double w/ Sidelites Glazed :Sidelites Sidelites-No Maximum Panel Size: 3'0 x 6'8"/Sidelite: 3'0"x 6X' y Anchor Detail- MA-1~L0128-05' National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Pax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 Product: Single Door 3'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3116" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw (NDS 2005, I1.3) Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: is = 1.000 in Main member thickness: %= 1.500 in Side member dowel bearing strength: F = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Minimum required penetration: 1,330 in Screw bending yield strength: FYs = 80,000 psi Duration Factor: Ca = 1.6 Tabulated lateral design value: Z= 107,0 lbs Allowable Design Value: Z'= 171 lbs/anchor Mode IV Fastener type: 3/16" 1TW Tapcon N.O.A.07-1126,10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1,13 in Minimum C to C spacing; 2.25 in Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 lbs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 lbs Allowable Design Value: Z'= 189 lbs/anchor Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Pressure against stops with bump threshold: 36,38 Design pressure: 85.0 psf Single. Pressure away from stops: 36.38 Al Al 79.25 1 of 2 Area Load Ind. Max. Anchor Cap. Qty LoadZone 2fit) lbs) an) O.C. Result in) lbs) lbs) A, 2.3 195 NIA NIA 171 2 98 OK. A2 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Aren 2fit) Load Ibs) Znd. in) Max- O.C. Anchor ResultCap. GZty Load in) lbs) lbs) A, 10,0 851 6.00 18.00 171 5 170 OK 4, 0 51 A s T OF Luis R. Lomas P.E. i. d'' a ' 4 FL No.: 62514 OR i6/ 0?NAi Luis R. Lomas P. E. 1432 Woodford Rd, Manufacturer: Masonite Lewisville, NC 27023 Report #: 504A 336-945-9695 Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf Al A2 i t 79.25 Zone Area ft) load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. ibs) Qty Load Ibs) At 2.3 195 NIA N/A 171 1 2 1 98 OK AZ 8.9 753 6.00 18.00 171 5 151 OK Anchor Locations: 36.38 ---- 18.19 6.00 TYP. '— 6.00 TYP. i 1 6.00 79.25 t 6.00 i Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 1>> illlitll!!/ tor yTATOF A. tS NAt I' Luis R. Lomas P.E. FL No.: 62514 1 /712010 7/28/2015 Florida Building Code Online Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved MI Wi'ndow,s.and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/l.S.2/A440 Method 1 Option A 07/09/2015 07/09/2015 07/16/2015 Year 2008 https:l/floridabui lding.orgfpr/pr_app_Ol,aspx?param=wGEVXQwtDgt2ZOX6B2Y1 U 1XU EGeFd2vF00y8wzGd7cAcYZJpZF05Yw%o3d%3d 1/3 7128/2015 Florida Building Code Online Summary of Products FL# Model, Number or Name 17880.1 1910/3910 SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: R-PG40. Units must be glazed per ASTM E1300-04 with safety glass. Description 72x80 Fin Frame Certification Agency Certificate FL17880 RO C CAC APC 910 Fin 72x80.nd Quality Assurance Contract Expiration Date 02/25/2016 Installation Instructions FL17880 RO 11 Install Instructs - 910 OX 72x80 As Tested 98644).pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17880.2 0/3910 SGD 72x96 Fin Frame Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL17880 RO Approved for use outside HVHZ: Yes C CAC APC 910 Fin 72x96.pdfiQualityAssuranceContractExpirationDate Impact Resistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other: R-PG30. FL17880 RO 11 08-01901 512593.[)df Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Evaluation Reports RO AE 512593 72x96.t)df rCreatedCreated by Independent Third Party: Yes 117880.3 910/3910 SGD rurat-1 If Use 107x96 Fin Frame O,OX Certification Agency Certificate Approved for use in HVHZ- No FL17880 RO C CAC APC 910 FIn 107x96.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other:R-PG30 FL17880 RO 11 08-02491 513254oclf j Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 513254 107x96.odf Created by Independent Third Party: Yes 1910/ 3910 SGD Limits of Use 72x8O Finless Frame I Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17880 RO C CAC APC 910 Finless 72x80.ndf Quality Assurance Contract Expiration Date Impact Resistant: No 08/12/2016 Design Pressure: +40/-50 Other: R-PG40. Units must be with I safety Installation Instructions FL17880 RO glazedglass. 11 08-01157A 511726A.Odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 511726A 72x80.odf Created by Independent Third Party: Yes i17880 5 910/3910 SGD 472x96 Finless Frame Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL17880 RO C CAC APC 910 Finless 72x96.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17880 RO 11 08-01901 512593.pdf Verified By: Luis R Lomas, PI PE-62114 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 512593 72x96.odf Created by Independent Third Party: Yes 178806 910/3910 SGD 107x96 Finless Frame O,OX Limits of Use Certification Agency Certificate Approved for use in HVHZ: No i FL17880 RO C CAC APC 910 Finless 107x96.i)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2016 Design Pres!§ure. +30/-30 Installation Instructions Other: R-PG30 FL17880 RO 11 08-02491 513254.1)df Verified By: Luis R Lomas, PE PE-62514 https: llfloridabuilding.orglprlpr2ppjtl.aspx?param=wGEVXQvADqt2zOX6B2YlUlXUEGeFd2vFOOyBwzGd7cAcYZJpZFQ5Yw%3d%3d 23 ValidatorI Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approvalisbasedonsuccessfulcompletionoftests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. t: SPECIFICATION AAMA/WDMA/CSA 101/i.S.2/A440-08 RECORD OF PRODUCT TESTED R-PG40-1816x2019 (72x80)-SD Negative Design Pressure = -50 psf COMPANY AND CODE I CIRD NO I SERIES MODEL & PRODUCT DESCRIPTION MI Windows & Doors, LLC 91013910 SGD (FIN) Code: MTL 4106 (PVC)(OX)(OG)(INS GL) REINF)(ASTM) MAXIMUM SIZE TESTED FRAME PANEL 1816mmx2019mm 927mmx1962mm 6'0" x 6'8") (3'1" x 6'5") 2. This Certification will expire February 25, 2016 (extended from February 25, 2014 per AAMA 106-13) and requires validation until then by continued listing in the current AAMA Certified Products Directory, 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 98644.01-109-47 Date of Report: April 9, 2010 Date: December 5, 2013 Cc: AAMA 1GS ACP-04 (Rev. 1111) Validated for Certification VL 'h' 4_it_ A oci ted Laboratories, Inc. Authorized for Certification American Architectural Manufacturers Association ELEVATION 72" 3" 8" on center a: v 0 o °a 00 Anchors 1 1/4" Min. penetration. Min Edge Distance i" 6 x 1 5/8' Screw Edge Distance A" JAMB DETAIL 0 MOM Caulk under noiling fin entire perimeter before fastening. 16 x 1 5/8' Scr HEAD DETAIL Notes: 0 1. installation depicted based off of E E structural test report 198644.01-109-47. 4- 2. Fasteners are /6 x 1-5/8' screws. 3. Wood buck installations are assumed 2X S—P—F (G=0.42) or denser. Buck width OI DO shall be greater than the window frame width. Tapered or partial with bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Screw lengths shall be sufficient to guarantee 1 1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non—compresible type. 6. The drawings depict the details necessary to meet the structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the design pressure shown and the design pressure claimed, For door sizes smaller than shown, locate head, sill and jamb fasteners 3' from each comer and 8' on center. Design pressures of smaller door sizes ore limited to that of the test unit. SIZE AND DESIGN PRESSURE CHART FAStENER TYPE AND SPAC114G SHOWN WILL ALLOW DESIGN PRESSURES UP TO +40/-50 UNITS UP TO 72` x 80' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) mia aaw ra wm INSTALLATION INSTRUCTIONS V.M.R. 4-9—o9 MOM 8c FASTENER SCHEDULE — FIN — C "M Windows & Doors 910/3910 Sliding Gloss Door "OX" NONE 1Or 1 Gratz, PA 910 X0 Installation — FL # FL17676-R1 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR, Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors - Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsittinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.5.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/14/2015 Date Validated 07/14/2015 Date Pending FBC Approval Date Approved 07/23/2015 Year 2008 Mips:lifioridabuilding.orgiprlpr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGloOf5hOzkrKelOkRkLlv7ftvdmK8ea%3d%3d 114 7/28/2015 Florida Building Code Online SummA!y_of Products_ _ FL # Model, Number or Name ) Description 117676.1 3540 SH { 36x74 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 Rl C CAC APC 3540 Fin 36x74 odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R1 II Install 3540 SH 36 x74 Fin odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.2 13540 SH 136x84 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R1 C CAC APC 3540 Fin 36x84 odf Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions FL17676 Rl II Install - 3540 SH Fin 36x84 odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 13540 SH 140x66 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 Rl C CAC APC 3540 Fin 40x66 odf Quality Assurance Contract Expiration Date 08/26/2016 Installation Instructions FL17676 Rl II Install - 3540 SH Fin 40x66 odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 ( 3540 SH 44x63 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-47 Other: R-PG40. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R1 C CAC APC 3540 Fin 44x63 odf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R1 II Install - 3540 SH Fin 44x63 odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 13540 SH 144x72 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.6 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R1 C CAC APC 3540 Fin 44x72 odf Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions FL17676 Rl II Install-.-...3540 SH Fin 44x72 odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x84 Fin Frame Certification Agency Certificate FL17676 Rl C CAC APC 3540 Fin 44x84 odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 Rl II Install - 3540 SH Fin 44x84 odf Verified By: American Architectural Manufacturers Association https:llfloridabuilding.orglprlpr_app_ d.aspx?param=wGE\IXQwtDgvFGYZsjrZFR6fGloCf5hOzkrKelOkRkLlv7ftvdmK8eg%3d%3d 2/4 Validator / Operations Administrator) AUTHORIZATION FOR PRODUCT CERTIFICATION MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory, SPECIFICATION RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101 II.S. 2/A440-08 LC-PG35*-91I X1 867 (36x74)-H Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTIONMI Windows & Doors, LLC 3540 SH (FIN) FRAME SASH Code: MTL 11356 PVC)(OIX)(IG)(INS GL) 911 mm x 1867 mm 860 mm x 919 mm REINF)( TILT)(ASTM) 3'0" x 6'2") 210" x 3'0") 2. This Certification will expire April 12, 2017 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: C7327.01-109-47 Date of Report: May 7, 2013 Date'. September 3, 2013 Cc: AAMA JGS ACP- 04 (Rev. 1/11) Validated for Certification A 4ociteLdLaboratories, Inc. Authorized for Certification American Architectural Manufacturers Association ELEVATION Notes: 2' typ. 36" HEAD DETAIL 1. Installation depicted based off of structural212' a.c" max SHEATHING/OSB test report #C7327.01-109-47. 2. Wood screws shall satisfy the NationalSIZEHEADERASNEEDED2" typ. Design Specification for Wood FLASHING Construction for material type andCAULKUNNAILINGBYOTHERS FlN) dimensional requirements. PERIMETER12" BEFORE FASTENING. max. 3. Wood buck installations42)de are assumed S—P—F (G=0.42} or denser. Buck widtht Anchor shall be greater than the window frame CSee Sectlan Details) width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loods. 4. Wood screw lengths shall be sufficient UM to guarantee 1-1/4" penetration intoIMINIMUM PENETRATION wood buck. INTO STUD 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be food bearing, non — compressible type. 6. drawings depict the details O oO necessarynecessary to meet structural load requirements. They do not address the Min Edge 7/16" air infiltration, water penetration, intrusion SHIM AS or thermal performance requirements of REQUIRED the installation. DRYWALL 7. Installation shown is that of the test window for the size shown and the design pressure claimed. for window sizes smaller than shown, locate8X1-5/8" SCREW (SHOWN MATH SHEATHING) fasteners approx. 2' from corners and noMUSTACHIEVE1-1/4" PENETRATIONvvINTOSTUD.s more than 12' on center. Design a'tIk'CLEARANCE es of smallerindow arefm ALL FOUR SIDES) tedrto that of test w nidow, CII I i•lr-7TAII tG 'NAIL FIN' IS A GENERIC TERM WHICH MEANS 'MOUNTING FLANGE'. NOT TO BE CONFUSED WITH '1/2' FRONT Windows & Doers Gratz, PA fOWN WILL ALLOW DESIGN PRESSURES UP TO +35/ —50 UNITS UP TO 36' x 74' DIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) INSTALLATION INSTRUCTIONS ! .M.R. 12_1 FASTENER SCHEDULE — FIN— f a a 3540 Single Hung NONE 1 a 1 OR IIOt A 354O 240 SH FIN I i 7/28/2015 Florida Building Code Online Rorid i (31(;'T its BCIS Home v Log In I User Registration ' Hot Topic Submit Surcharge Stats & Facts i Publications ( FBC Staff BCIS Site Map 't Links i search n(Ces) B/ rruJ' s7ji 1 r jeJ glrrfa M USER: Public User R. lation 1 11lA 21 Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-RI Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer a Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert J. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2015 Validated By John W. Knezevich, PE J Validation Checklist - Hardcopy Received Certificate of Independence FL12194 RI COI Trinity ERD CI - Nieminen odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code https:lifloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXCPMDquk24AUC%2fEHMrNrkL4bysALiaTZZ%2fJiuPbVxGF%2fD57kxgp/o3d`/o3d 1/2 7/28/2015 1 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 12/15/2011 12/16/2011 12/22/2011 01/31/2012 06/26/2015 FL # — Model, Number or Name Description 12194:1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions —_ Approved for use in HVHZ: No FL12194 R1 I1 Al er121311FINAL ALUMINUM Approved for use outside HVHZ: Yes COILS FL12194-R1 odf Impact Resistant: N/A FI-12194 R1 II A2 er121311FINAL ALUMINUM ' Design Pressure: +48/-64.2 COILS FL12194-Rl,odf Other: The design pressure noted herein relates to a specific Verified By: Robert Nieminen PE-59166iinstallationofthe16" x 12" panel. Refer to the ER Appendix Created by Independent Third Party: YesIfordesignpressuresofotherpanels / attachments. Evaluation Reports 11 FL12194 Rl AE erl21311FINAL ALUMINUM COILS FL12194- R1.odf III Created by Independent Third Party: Yes J aMS Contact Us :: 1940 North Monroe .Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Flonda law, email addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed. under Chapter 455, F.S. must .provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply aPersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approva l Accepts: 1 ® El - iredtItX' https:/lfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGE\IXQwtDquk24AUC%2fEHMrNrkL4bysALiaTZZ%2f liuPbVxGF%2fD57kxg%3d%3d 212 18" BLANK 3 / 8 PROFILE 7F" CHANNEL (3/8-) ALUMINUM 0.016511 nominal thickness Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Robert Nierninen, PE-59166 25 TYP. 0.125 rYP. TRINITY i ERD 2.625 REF. 50 Typ. o aaaaa aaoa ooaoaa aaoaa oaaaaa aaoa wioE LoLNER PArTFRN (Futt scALF1 LOUVERS FORMED IN SAME DIREcnoN As mBs) Evaluation Report A13360.02.09-R1 for FL12194-R1 Aluminum Coils, Inc, Revision 1: 12/13/2011 Appendix 1, Page 1 of 2 TRINITYERD Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report A13360.02,09-R1 for FL12194-R1 Certificate of Authorization #9503 Aluminum Coils, Inc. Robert Nieminen, PE-59166 Revision 1: 12/13/2011 Appendix 1, Page 2 of 2 la 7/28/2015 Florida Building Code Online f l i y a { av t orida' ppartmenr BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts E Publications i FBC Staff BCIS Site Map ; Links Asearch rBus/inCes `Prod I LJILJ' 1 is USER: PubliccUerova! Regulation j,:.,' . , - Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL1956-Rll Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer TAMKO Building Products, Inc, Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing. Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency UL LLC Validated By Robert J. M. Nieminen, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A httpsllloridabuilding.orglprlpr_app gU.aspx?param=wGEVXQwtDgs%2fmGFoyTGraQ%2b%2bCX5ulUhEA3ULv8xAB4z%2bKOdbOlOtBw%3d%3d 1/4 7/28/2015 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 03/20/2015 04/02/2015 04/06/2015 FL # el, NumberFor IDescriptioname 1956.1 Elite Glass -Seal A three tab asphalt shingle. Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL1956 Approved for use outside R11 C CACTamko Sery Conf FL 1956 2012 odf FL1956 Rll C CAC UL certification 10-11.12 odf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Other: Asphalt shingles shall be Installation Instructions FL1956 R11 II Glass Seal Elite Glass Seal inst used only on roof slopes of 2:12 app odf Verified By: Robert Nieminen 59166 or greater. Nails must be used Created by Independent Third Party: No i as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956. 2 Glass -Seal D-A three tab asphalt shingle. Limits of Use jj Certification Agency Certificate Approved for use in HVHZ: No f FL1956 Rll C CAC Tamko Sery Conf FL 1956 2012 odf Approved for use outside Ii FL1956 Rll C CAC UL certification 10-11-12pdf HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R11 II Glass Seal Elite Glass Seal app inst pdf ; used only on roof slopes of 2:12 Verified By: Robert Nieminen PE 59166 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: j 1956.3 Heritage A dimensional asphalt shingle.W Limits Use ofApproved for use in HVHZ: No Certification Agency Certificate FL1956 R11 C Approved for use outside CAC Tamko Sery Conf FL 1956 2012 pdf FL1956 R11 C CAC UL certification 10-11-12 odf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R11 II Heritage D F I P app inst odf used only on roof slopes of 2:12 FL1956 R11 II Heritage F app inst pdf or greater. Nails must be used FL1956 R11 II Heritage T aoo inst pdf j iasthemethodofattachment. Verified By: Robert J. M. Nieminen FL 59166 Created by Independent Third Party: No Evaluation Reports created by Independent Third Party: 1956. 4 Herit ge 30 aA dimensional asphalt shingle. I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012 pdf Approved for use outside f FL1956 R11 C CAC UL certification 10-11-12 ddf HVHZ: Yes 1 Quality Assurance Contract Expiration Date Impact Resistant: N/A ( 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R11 11 heritage 30 app inst april 10 pdf used only on roof slopes of 2:12 FL1956 R11 II heritage 30 app inst f aprii 10 pdf j or greater. Nails must be used Verified By: Robert Nieminen PE 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports j Created by Independent Third Party: { 1956. 5 I Heritage 50 I A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012 odf FL1956 R11 C CAC UL 10-11-12 HVHZ: Yes certification odf Quality Assurance Contract Expiration Date ` Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 Rll II heritage 50 app inst april 10 pdf j used only on roof slopes of 2:12 FL1956 R11 II heritage 50 app inst f agril 10 odf or greater. Nails must be used Verified By: Robert Nieminen PE 59166 { as the method of attachment. Created by Independent Third Party: No E j Evaluation Reports Created by Independent Third Party: https: l/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE1/XQvADgs%2fmGFovT6raQ%2b%2bCX5ulUhEA3ULv8xAR4z%2hKOcIF lOtFtwn/0ri0/3ri 9ie. 1 p MIT'' i IT -L M; { Dallas, TX e Tuscaloosa, AL a Phillipsburg, KS e Joplin, MO THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40-F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT: It is not necessary to remove the plastic strip from the back of the shingles. RIB dRI 71 These shingles are for application to roof decks capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled "Low Slope Application Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION- Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by the Engineered Wood Association. Plywood shall be a minimum of 3/8 in. thickness and applied in accordance with the recommendations of the Engineered Wood Association. SHEATHING BOARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width. Boards shall be a t in. nominal minimum thickness. Boards shall be properly spaced and nailed. r Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, place louvers of sufficient size high in the gable ends and/or install continuous ridge and soffit vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented, or one square foot per 300 square feet if a vapor barrier is installed on the warm side of the ceiling or if at least one half of the ventilation is provided near the ridge. If the ventilation openings are screened, the total area should be doubled. IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION. WIND CAUTION. 'Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight; These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/ or blowing dust. In these situations, hand sealing of the shingles is recommended. To insure immediate sealing, apply 4 quarter -sized dabs of TAM-PRO"Premium Premium SBS Adhesive or TAMKO Tam -Seal Adhesive on the back of the shingle 1 in, (25mm) and 13 in. (330mm) in from each side and 1 in, (25mm) up from the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, cement shingles to the underlayment and each other in a 4 in. (102mm) width of TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1 /8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities under the limited warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the limited warranty: See limited warranty for details. FASTENING PATTERNS: Fasteners must be placed 6-1/8 in, from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot,) One fastener 1 in. back from each end and one 13-1/2 in. back from each end of the shingle for a total of 4 fasteners. (See standard fastening pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS[ NAIL ZONE COMMON BOND 6 1 _T EXPOSURE 5-5/8" D_ _ 1=+l l+— 12-1 /2" —+— 12-3/8 —+— 12-1 /2"-- --1 " Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 ,vcs Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656taI7ko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 CONTINUED from page 1) LAMINATED ASPHALT SHINSLSS Dallas, TX • Tuscaloosa, AL e Phillipsburg, KS o Joplin, MO 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. back from each end and one fastener 8-1 /2 in. back from each end and one fastener 16 in. back from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND HIGH WIND FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 6- F SURE 55/8" j.-7-rzn+N-7.9rz"-}r--s"-}+--ti,a"-i`a-7-yrz"i h-1„ 3) High Wind Fastening Pattern. (For High Wind Application requirements) One fastener 1 in, back from each end, One fastener 8-1/2 in. back from each end and one fastener 16 in. back from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of the following TAMKO products: TAMKO felts or underlayments; TAMKO Moisture Guard Plus underlayment at all eaves, rakes, and valleys; TAMKO or TAM -PRO cements and coatings products where required; TAMKO ventilation where required, TAMKO starter shingles if available in area, and TAMKO Hip and Ridge shingles installed on all hips and ridges. Along rakes, cement shingles to the underlayment and each other in a 4 in. (102 mm) width of TAM - PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Also, see local building codes for proper nailing application. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit. (See Mansard and High Wind Fastening Pattern illustrated above.) NAILS: TAMKO recommends the use of nails as the preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. Properly Driven Improperly Driven W min diameter underdriven overdriven crooked 1 Asphalt 1 Shingles yj{ — Decking 1/4" nominal I straight, good penetration, inadequate too deep, cuts inadequate and flush with shingle surface penetration into shingle anchorage STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. staple crown width is measured outside the legs). Leg length should be a minimum of 1-1/4 in. for new construction and 1-112 in, for reroofing thus allowing a minimum deck penetration of 3/4 in. The crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. Properly Driven Improperly Driven underdnven overdriven crooked Asphalt r — Shingles Decking e rrtirL CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONEICOMMON BOND AS SHOWN IN THE DIAGRAM ABOVE. 4. UNDERLAYMENT UNDERLAYMENT: An underlayment consisting of asphalt saturated felt must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's limited warranty. Apply the felt when the deck is dry. On roof decks 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the underlayment felt may be adversely affected by moisture and weathering. Laying of the underlayment and the shingle application must be done together. Products which are acceptable for use as underlayment are: TAMKO No. 15 Asphalt Saturated Organic Felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or ASTM D4869, Type I Any TAMKO [ion -perforated asphalt saturated organic felt TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Plus"' (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard PlusO waterproofing underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. TAMKO does not recommend the use of any substitute products as shingle underlayment. S. APPLICATION INSTRUCTIONS STARTER COURSE: A starter course may consist of TAMKO Shingle Starter, self-sealing 3-tab shingles or a 9 inch wide strip of mineral surface roll roofing. If self-sealing 3-tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course 'with approved fasteners along a line parallel to and 3 in. to 4 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in. to 3/8 in. Continued)', Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 li/oe Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2 CONTINUED from page 2) HERITAGEO 30 LAMINATED ASPHALT SHINGLES Dallas, TX e Tuscaloosa, AL e Phillipsburg, KS * Joplin, MO SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 1/4 in. Cut 10-3/8 in. from a full shingle to form a shingle 29 in. long. Use this to startthe second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in. piece of shingle to start the fourth course and use the remaining 10-3/8 in. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in, or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in, from one another. repastcourses Sth course 41h course 3rd course 2nd course 1st course me m you, fi,st -_ v rjo to maul n* s.d s 10 3s, k'nTh, C-I A -;—d shlllglc to 11.kc . 231 and 6 3"T [.Nth, NUN 7 c. coth . 1,01 1.mth sh qt., , 2-7h e'." jcy y-'24', IT, 16 W scc 10 Xa' JeNths, AS You b", mrlqle, Win make five 11-1— 1 0-3/W lt Y- Wsy MM the rckf, When you make yourfcZltZ , .., flip any p-5 thAl Are it' or tN, back ontoifta —I Th.,- Pi—c an be armhed in -p0— witNO MOTE: 00 not Align joints of shingle courses when working In c. PI.— Joints should b. no 0-1 than 4' from one another. S, LOW SLOPE APPLICATION On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers of asphalt saturated felt. Begin by applying the felt in a 19 in. wide strip along the eaves and overhanging the drip edge by 1/4 to 3/4 in, Place a full 36 in. wide clesheet over the 19 in. wide starter piece, completely overlapping it, All succeeding courses will be positioned to overlap the preceding course by 19 in. If winter temperatures average 25OF or less, thoroughly cement the felts to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO's Moisture Guard,PlusO self -adhering waterproofing underlayment may be used in lieu of the cemented felts. 7. MANSARD ROOF OR STEEP SLOPE ROOF If the slope exceeds 21 in. perfoot (601, each shingle must be sealed with TAM - PRO SBS Adhesive or TAMKO Tam -Seal Adhesive immediately upon installation. Spots of cement must be equivalent in size to a $,25 piece and applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern, S. RE -ROOFING Before re -roofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO' s Moisture Guard Plue waterproofing underlayment. Contact TAMKO' s Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in. exposure. See description below: Starter Course; Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in, from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves, The existing roof should overhang the eaves far enough to carry water off into the gutter. If this is not the case, cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. First Course; Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course Must also be applied evenly along the eaves edge of the new starter strip. Continued) Central District 220 West 4th St,, Joplin, MO 64801 800-641-4691 11,209 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamkoxom Southwest District 79,10 S. Central Exp,, Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3 a CONTINUED from page 3) 30 LAMINATED ASPHALT tr ES Dallas, TX 9 Tuscaloosa, AL o Phillipsburg, KS a Jopli,n, MO Second and Succeeding Courses Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. after the first course. When beginning the succeeding courses continue to follow the Heritage application instructions. See section 5). sm Ne 9, VALLEY APPLICATION Over the shingle-underlayment, center a minimum 36 in. wide sheet of TAMKO NaiFFast", Moisture Guard Piusa `or a minimum 50 lb. roil roofing in the valley. Nair the felt only where necessary to hold it in place and then only nail the outside edges. IMPORTANT: PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water over the trimmed shingle; always start applying the shingles on the roof plane that has the lower slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Press the shingles tightly into the valley. Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline; and two fasteners should be placed at the end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. paint from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. Vallay centerline ofNal Fa t, wide shutOftailFa,:, k:6iStUla Guard Plus nr 50 Ib. a hea Undedaynnent. Extra nail in rlece tip of shingle on the a ge of The verUcal shingle:, 2 inches tack from valley, centerine arvJ cc verng the tienif lshrttgle. 10. HIP AND RIDGE FASTENING DEVAHL Exferxl endshingle it= 13• b yard valley centerline Nu ` zisteP,ers t itFin 6' of centerline Apply the shingles with a 5 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5- 1 /2 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip &Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/4 in. longer than the one used for shingles IMPORTANT PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE SENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind Start 5" exposure here- iDll here Start exposure THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER' S INSTRUCTIONS. TAMKOV, Moisture Guard Plus`A, Nail Fastk), TAM-PROt and Heritage6 are registered trademarks of TAMKO. Building Products, Inc. Information Included in these application instructions was current at time of printing. To obtain a copy of the most current version of these application instructions, visit us online at tamko.com or call us at 800-641-4691. Central District 220 West 4th St„ Joplin; MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 d: amkO,Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 9 October 10, 2012 Tamko Building Products 220 W 4th Street PO Box 1404 Joplin, MO 64801 Contact Name: Kerri Eden Email Address: Kerri Eden&arnko.com Subject: UL Third Party inspection Service for Florida Quality Assurance Expiration Date: October 10, 2015 Reference: File R2919 Dear Ms. Eden: This letter is to confirm that Tamko Building Products has an agreement with UL LLC to conduct audits at your plant to verify Florida Quality Control requirements at the following locations: Tamko Building Products 601 N. High St Joplin MO 64801 Tarnko Building Products 7910 S Central Expy Dallas TX 75216 Tamko Building Products 1598 Hwy 183 Phillipsburg KS 67661 Tamko Building Products 4500 Tamko Dr Frederick MD 21704 Tamko Building Products 2300 35'h St Tuscaloosa AL 35401 Quality Control System and Products will be inspected according to Florida Product Approval Report FL1956 to ensure the manufacturer's quality documentation is well defined, fully documented andeffectivelyimplemented. A minimum of two (2) inspections per year will be conducted. This service has been established under file R2919. UL LLC 333 Pfingsten Road, Noahbrook, IL 60062-2096 USA T: 847.272.8800 / F: 847,272,8129 / W: UL.com If you have any questions, please call me at 314-578-3406. Kind regards, J. Kay Chancellor Project Coordinator Product Safety UL LLC 333 Pfingsten Road Northbrook, IL 60062-2096 USA M: 314-578-3406 F: 847-664-6157 W: ul.com C October 11, 2012 Tamko Building Products Inc Ms. Kern Eden 220 W 4th St PO Box 1404 Joplin, MO 64801 RE: TAMKO Shingles Dear Ms, Eden: This is to confirm that the attached shingle matrix pertains to Tamko produced shingles. All the products have been tested and meet the criteria for the standards mentioned. They are covered by UL's Follow -Up Service Program under Tamko's File R2919. The Listing Mark of Underwriters Laboratories Inc. on the product is the only method provided by UL to identify products manufactured under its Listing and Fotlow-Up Service. Combination Listing/Classification Mark — A Listing Mark combined with a Classification Mark is provided on products that have additionally been Investigated in accordance with various supplemental standards. Please refer to the labels on the product. Should you have any questions, please feel free to contact the writer. Very truly yours, e William G Marshall (Ext. 42735) Sr. Engineering Associatezn Fire Protection Division 30 19A Reviewed By: Atpesh.Patel (Ext, 42522) Staff Engineerzl Fire Protection Division 3019A I I N TWO Shingle Matrix Phillipsburg, KS Frederick, n Product. Nam ASTM. ASTIM A 3 TM TL AM- CsA Product Hame ASTY AST-W Ism UL as IV C3A D2462 D3161 B6281 2390 D7158 123.5 D3462 D2261 D6281 2390 D7158 122.5 Class Class Class Class Class cla!l!l Uaz! clam.5 F H H H Class -Seal (AR) Gla!15-3'eal (AR) x X x x x Elite Gla5!r3eal ARI, Elite Gass -Seal (AR.( X X x x x Heritage x X X x x x Heritage X X X x x X Heritage 20 (AR) X X X x X x Heritage 30 (AR) X x x X x X Heritage U (AR I Heritage XL (AR) X x Heritage Woodgate y X Heritage 50 (AR) x x x X X X Heritage 50 (AR) x x x X X x Heritage Premium X X X X X x Heritage Preadun X x X X x X Heritage Vintage AR) X X x x x x Heritage Vintage (AR) Heritage Vintage XI A 12-1/4 X 12 Hip and Ridge X x 12 Y 12 Hip and Ridge Dallas, TX Tuscaloosa, U Pro -duct Hale ASTM ASTM AST-M TM ASTVI. CsA TIL Product Name A3T-Y A3TH ASTM M, ASIM CSA D2962 D2161 D6381 2390 D7158 123.5 2218 D24E2 D2161 D6384 2290 D7158 122.5 Class Class C1255 C1252 rl,12!5!3 Class Class cl2ff5 F H H H F H H H G-2a!1!f-3t21 (AR) Glass-3eal (AR) X x X x X Elite Glass -Seal AR) Elite G,a!r!r3eal (AR) X X x X X Heritage X x x x X X Heritage X X x X X X Heritage 20 (AR) X x X x x X Heritage 20 (AR) X X x X X x Heritage XL (AR) X X x x X Heritage XL (AR) Heritage Woodg2te X X x x X X Heritage 50 (AR) X X x x X X Heritage 50 (AR) X x X X X x Heritage Premium x X X X x X Heritage Premium X X X X x x Heritage Vintage AR) Heritage Vintage (AR) Heritage IR y F y X 1 i 12 X 12 Hip and Ridge X X Product Name Glass -Seal (AR) Elite Glass -Seal (AR) Heritage Heritage 3 0 (AR) Heritage XL (AR) Heritage 50 f AR) Heritage Premium Heritage Vintage (AR) 12 X 12 Hip and Ridge 12-1/4 x 12 Hip & Ridge JopI in, 140 ASSTM D3 462 MSTM DD3161 ASTM D6321 UL 2390 1=4 07158 WSk Mass F Class H Class H Class H 123.5 x x x x x x x x x x x x x x x x x x x x x M r i ng `epan(+len i SCIS Home Log In - User Registration Hot Topics _ Submit Surcharge Slats fi Facts Publications ; FBC Staff ` BCIS Site Map Links i Search iOr ProfessVtC t n'-a j®r-P..r..d. ct Approval i rofessi UE: Pubic User I-_gdation Product aooroval tienu > proguct or .Auolicacion Search > }] i At,.=on Lfyt > Application Detail FL » FL2346-R5 Fes' Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext115 Steven@WarriorRoofing.net Authorized Signature Steven Crew Steven@ W arriorRoofing, net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ezt1024 Steven@WarriorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext1024 Steven@WarriorRoofing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist • Hardcopy Received Certificate of Independence FL23<i6 R5 COI PRI CM 17 Cert of Fndeoendence.adf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No <N/A Product Approval Method Method 1 Option B Date Submitted 02/13/2015 Date Validated 02/13/2015 Date Pending FBC Approval Date Approved 02/19/2015 Summary of Products FL # Model, Number or Name Description 2346.1 15 and #30 roofing felt A5TM D 226 Tested Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2346_R5 It In tallatlonlnstructions,odf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 RS TR 1 A Test Report off Other: Primary roof covering should be installed FL2346 R5 TR 30A Te'' P?t.odf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346,2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVHZ: No FL2346 R5 II Inshllationlnstructions ndf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A L2346 R5 TR 15w Test Reoort.f Other: Primary roof covering should be installed FL2346 RS TR 30aa Te- eR ort.neif immediately after felt, Roofing felt is not intended to be an unprotected weathering surface. W n U ::. 1940 North Monroe Street Tallahassee FL 3 399 Phone; a50-487-1824 The State of Florida is an AA/EEO employer, roaright 2007-2013 State of Florida Privacy Statement :: A¢essibilitt Statement :: Refund Statement Under Florida WN, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395, 'Pursuant ro Section 455,275 1), Florida. Statutes, effective October 1,. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addressif they have one. The emailsprovidedmaybeusedforofficialcommunicationwiththe. licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can he made available to the public. To determine if you area licensee under chapter 455, F.S., please click here . Product Approval Accepts: ser: uritv',t k..: ic,, Report for: Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35405 Attention: Steven Crew Product ID(s): #30 Manufacturer: Warrior Roofing Manufacturing Tuscaloosa, AL) PRI-CMIT Project No,: WRMI-008-02-02 Source: Warrior Roofing Manufacturing Date Received: Jul. 24, 2008 Date(s) Tested: Jul. 29, 2008 — Aug. 8, 2008 Purpose: Evaluate Warrior Roofing Manufacturing's (Tuscaloosa, AL) #30 for compliance with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test Methods: Testing was completed as described in ASTM D 226-06, -05, and -97a: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test methods assigned or referenced include ASTM D 70: Standard Test Method for Density of Semi -Solid Bituminous Materials Pycnometer Method); ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing and Waterproofing; and ASTM D 6136: Standard Test Method for Kerosine Number of Unsaturated (Dry) Felt by Vacuum Method. Sampling: The sample received from Warrior Manufacturing on July 24, 2008 was a full factory labeled roll of felt. WRMI-008-02-02 PRi-CMT Accreditations: VAS TL-189: Miami -Dade 11-0429.05: Florida TST5878; Los Angeles TA24819; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. P2! C PSI( U C tn'ai ra3i> T hraWfl _ i.0 o C8 Badger Drive TeL 81&621-b777 Fax: 8i3-621-58,Ifl 2 mal rk;En3hte r: gv)p;icmi com V,e;.Sr,e: h;M.tl;u v+prcmt.ctan Warrior Roofing Manufacturing ASTM D 226 for 30 Page 2 of 3 Results of Testing: cilij,R Will y_ Breaking Strength (Ibf/in-width) 20 specimens', 1" x 6' x thickness; Cond. 2h @ 73.4±3,6'F & 50±5%RH- ASTM D 146 jtst2 3,4t3.6'F; Rate=2inlmin Longitudinal (with fiber grain) 66 30 40 Transverse (across fiber grain) 30 15 20 Pliability [PasslFaill 10 specimens- V x 8' x thickness; Cond. 10-1 5min in water @ 77±1.8F; ASTM D 146 Y2 "radius 4" radius 90' around radius in 2sTest Longitudinal (with fiber grain) Pass a No Failures No Failures Transverse (across fiber grain) Pass No Failures No Failures Loss on Heating (weight %) 2 specimens; 12" x 61' x thickness-, j ASTM D 146 2 4 4 Test Cond. 221±5'F for 5h±3min Dimensions and Masses Width of Roll (in) ASTM D 146 36 36 36 Variation, % 0.3 0.7 07 Area,..min (ft) ASTM D 146 216 432 216 Moisture at Point of Manufacture (%) tASTMD146I NT 5 4,3 l 4.1 As Received 3.0 4.3 4.1 Net Mass of Saturated Felt (lb/100ft2) ASTM D 146 27.3 2?11.5 26 Mass of Saturant (lb/1 00ft2) ASTMI D 146 15.9 6,2 15.0 Percent Saturation (%) ASTM D 226 150 120 1501 Saturation Efficiency (%) ASTM D 226 NA 70 Mass of Desatu rated Felt (lb/ 1 Ooft)1 ASTM D 146 10.6 5.2 10,0 Ash (%) I ASTM D 146 L_J 4,0 10.0 10-0 Continued on Following The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report 4^3D_Idger3nvs Tprnpa, R 313610 Tat 813-621-5-W FT_e,13-621-5WO Warrior Roofing Manufacturing ASTM D 226 for 30 Page 3 of 3 Perforated Felt (in 2) ASTM D 226 NA 0.05 ••. Average Venting Area (%) ASTM D 226 NA ? 0.1 Other Unrolling @ 50°F and 140°F [Pass/Failj ASTM D 226 Pass No Damage No Damage Note(s): 1- Moisture (As Received) was utilized in lieu of Moisture at Point of Manufacture; NT- Not Tested; NA- Not Applicable Statement of Compliance: The product tested is compliant with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing as Type 11 (No. 30). - r Signed: 7 , 77 Signed: Brad rzYbow i/ Managin/g Director Dates z?/11 Date: ee9 y1• Report Issue History: Issue # ( Date Pages I Revision Description (if applicable) _ Original 07/24/2008 3 NA Revisionl 11/09/2011 3 Revised to exclude reference to Florida Building Code 2007. Reissued. WRMi-008-02-02 PRI-CMT Accreditations: IAS TL-189-, Miami -Dade 11-0429 05: Florida TST5878 Los Angeles TA24819 CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction orfacsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRICor,lru er4laiar.' wechnoia1i85LLC o:JBE "..gerOrF:e Trmpa FL3.?51u Tel:8i36215777-ax:313-621•WO e-mail:m,3;»vialsesiing@piicmGcom reoSite: ptrue .prcmLcom WARRIORIt, ROOFING MANUFACTURING P. 0. BOX 40185 a TUSCALOOSA, AL 354U a PHONE (205) 553.1734 a FAX (205) 553-1755 r t 193 LEROY ANDERSON ROAO o MONROE. GA 30655 a PHONE (770) 207-M a FAX (770) 207.0775 323 DEVELOPMENT AVENUE a CHAMBERSSURG, PA 17201 a PHONE (717) 7MO323 a FAX (717) 709.0027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent length a minimum of two inches as you move up the valley, to insure proper water shedding. In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation, NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. SpeCkalty Structural Ez c)lne*-mrinq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI-2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 0S"f.— t;11i1)lllr! a . -+vsF.' .• ' No31242 # f w- 0' , STATE OF: lfS/ONAO-0\,. ttiPi51>\ ftitatb S' ped by, la mes k. 8&xknvr P.b. CBUCK, Inc. 2015.03.02 10:57:51-05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net r FAT FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-5t0RV-ER_14 Page 2 of 7 SpPelalfj Structural Englneaerinq CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name: Product Category: Millennium Metals, Inc. MMi-2" Off Ridge Vent Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL ##: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-5tORV-ER_14 Page 3 of 7 Specldlftj Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code, ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-St0RV-ER_14 Page 4 of 7 Speclalttj Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: "MMI-2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: o ASTM A792 coated, or o ASTM A6S3 G90 galvanized steel Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2' , 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 5 of 7 Specialty Structural Engineq-=rinq CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Referenced Data: Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) I FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 6 of 7 Specialtl l Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steep Off Ridge Vent Attached to Wood Deck Profile Drawings Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CSUCKEngineeringr Report No.: 15-104-MM2-StORV-ER_14 Page 7 of 7 Spe clalty Structural Engineaering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 1 1/2" 4" o.c. r 4" o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR Base Flange 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) o Op. Nominal Lengths 4 Ft. e 8 Ft. \e 10 Ft. e Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) PMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS t CENTER OF GRAVITY\ ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE w MECHANICAL UNIT. = a MECHANICAL UNIT MUST BE _ SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES, f zDL7f o Ew ut 3"MAX / TYR . HOST STRUCTURE DESIGN 75LB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP, i I I tCENTER OF SEE DESIGN GRAVITY, SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN BY OTHERS. SEE DESIGN l SCHEDULES FOR ALLOWABLE SUBSTRATES Y MAX MECHANICAL UNIT TYP. 1 TIE -DOWN ISOMETRIC ISOMETRIC PRESSURE, TYR STEEL TIE -DOWN CLIPS, 1 2 SEE DETAIL 1/3 & 2/3 FOR CLIP INFORMATION, 3 TYR. i 1j j 11 3" MAX P. c, 3 X TYR.1Nx eil ` G G OJ 0 TYPE OF CLIP AND NUMBER OF CLIPS PER CORNER WILL VARY PER CONNECTION TYPES CI-C4 ON SHEET TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, H, FOR ANY GIVENMECHANICALUNITTHATCONFORMSTOTHEDIMENSIONRESTRICTIONSANDDESIGNCRITERIALISTEDHEREIN. SEE SHEETS 4-5 FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA= Vult=170 MPH, EXPOSURE'B' 48" TALL x 48" DEEP x 48" WIDE, 100 LB ( WEIGHT AS VERIFIED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)-2" CLIP AT EACH CORNER OF UNIT (TOTAL OF (4) CLIPS) PROCEDURE: PROCEDURESTEP RESULT 1 DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONN ECiION TYPE 3 2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A VWL=170 MPH, EXPOSURE W. THIS DESIGN CRITERIA CORRESPONDS TO TABLE 5 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 48"x48"=16FT' THIS UNIT HEIGHT OF 48" IS EQUAL TO THE MAXIMUM ALLOWABLE EIGHT OF 48' H 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION NOTE: THIS PRODUCT APPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP OF AN A/C STAND THAT IS A MAXIMUM 30" TALL. IF AN A/C STAND IS UTILIZED, CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30"IN HEIGHT 5 CHECK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH IS 48" WHICH 15 GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24" THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT. 6 DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTALLATION ADDITIONALLY, THIS UNIT MAY BE INSTALLED ON ROOF -TOP HEIGHTS GREATER THAN 60FT AND LESS THAN 100 FT. SEE (') ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE DESIGN NOTES: =, THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND THE FLORI}A• BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONES INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA USED TWCALCULATETHEALLOWABLEROOF -TOP HEIGHTS CONSIDERS ASCE 7-10 SECTION 29. I i FOR ROOF TOP HEIGHTS (H) 560 FT AND SECTION 29.5 FOR ROOF TOP HEIGHTS (H)>60 FI SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GC,)Ld1eni=3. 10 WITHIN THE HVHZ, GCI)uk =1.90 OUTSIDE THE HVHZ, (GCI)r 1.5 FOR ALL LOCATIONS (CONCURRENT). ALL OTHER DESIGN VARIABLES ARE IN ACL.URDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENTTHE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30" TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & ASCE 7-10. THIS PRODUCT MAYBEUSEDWITHINANDOUTSIDETHEHIGHVELOCITYHURRICANEZONE. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THISSYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS #TEL 01970387A #TEL 01970387B BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 4. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. S. FASTENERS TO BE #12 X 31," OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTIONTOPREVENTELECTROLYSIS. 6. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE D) WITH Fy=33 KSI OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90-RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 7. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILARMATERIALSTOPREVENTELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADSSHALLBEVERIFIEDBYTHEONSITEDESIGNPROFESSIONALANDISNOTINCLUDEDIN THIS CERTIFICATIOMEXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 12. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 13. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VWt WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7-10. U z U I z Q F a O z O m.mi O O Z LL Q m G z nh n z LU c a a z v Z H m Ca W G m 15-2378 m N ANCHOR SCHEDULE: i 1" CLIPS 2" CLIPS 3 v o D C, I mu v O rl X~U 1 iLLmAi N 1" CLIPS __ ... 3TYP. ! 3" MAK ' 1" CLIPS - .. 3" MAX: a TYP. a 3" MAX , -O A Ns -'TYP .- ,N\G S " 3" MAX 3 d`IID „S" MA TYP.,. `NlfNGN SG SEE TYP. pEr1 DESCRIPTION 1)-5/16"0 CARBON STEEL ITW BUILDER TAPCON, ESUBSTRATE 2/.," FULL EMBED TO CONCRETE, 3y"MIN. EDGE DISTANCE, 3-Y,," MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: 1)-#14 SAE GRADE 5 MIN. SHEET METAL SCREW TO THICK, 6061-T6 ALUMINUM, PROVIDE (5) MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL: I)-#14 SAE GRADE 5 0.125" MIN. SHEET METAL SCREW TO THICK, 33 KSI STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE SUBSTRATE DESCRIPTION1 1 YE' 1)-5/16'0 CARBON 5'fgEL' ITW BUILDEX TAPCOITy.' CONCRETE: 2Yn" FULL EMBED TO w 4" THICK MIN, CONCRETE, 3Ye" MIN. 3000 PSI MIN.) EDGE DISTANCE, 3}:I" MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: 2)-#14 SAE GRADE 5 4.125" MIN. SHEET METAL SCREWS TO THICK, 6061-T6 ALUMINUM, PROVIDE (5) M IN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL: 2)-#14 SAE GRADE 5 0.125" MIN. SHEET METAL SCREWS TO THICK, 33 KSI STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE S I. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. iNIECTIONTYPEC11. I V I VCONNECTION 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. TYPE C2 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. CONNECTIONi" CLIP -UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4 PER UNIT 2 1 CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF US PER UNIT w z wo 6" MAX CLIP OFFSET UNIT WIDTH CLIP PAIR SPACING — 6"MAX CLIP OFFSET X u N O U 1 Ur E v 2 s Y 3 MAX ; 2" CLIPS 3 MAX- , TYP } 2" CLIPS TYP. 3" MAX' TYP 0 J .., .3TYP l 1lAG S O 3" MAX J pES\ - MPX TYP SF'Gp CONNECTION TYPE C3 CONNECTION TYPE C42" CLIPS - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT C4 2' CLIPS - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT U3 TYP MECHANICALCLIP-CLIP UNIT PERSPACING SEPARATE CERTIFICATION UTILIZE (4) CLIPS EA SIDE OF UNIT FOR A TOTAL OF 8) PER UNIT s ALTERNATE (8) CLIP DETAIL JN.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CLIPS AT EACH CORNER FOR A TOTAL OF (8) CLIPS PER UNIT. ieNg 4) 15-2378 I FOR ANY CLIP LONGER THAN 10" 0.19" UTILIZE (5)-#12 SAE TYP GRADES SHEET METAL SCREWS, TYP, 0.068" THICK ASTM A283 STEEL, TYP. c O 3)-#12 SAE 0o w0 0u z oGRADE5iSHEET METAL SCREWS in Y 0 0 FOR CLIPS UP TO 5" LONG. UTILIZE (5)-#12 SHEET METALSCREWS ! FOR CLIPS LONGER THAN 5", TYP. YW' O HOLE, WITH Q ANCHORFROM1" 0, 75"' CLIP ANCHOR a SCHEDULE, TYP. OTHER DIMENSIONS l3 . 375 PIS' SIMILAR) 1 1" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC o. 1zs"- 0. 072" OR 0113" THICK —\ E ASTMA283STEEL, TYP. 3)-# 12 SAE GRADE 5 SHEET METAL SCREWS v FOR CLIPS 4" LONG. UTILIZE ( 4)-#12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4", TYP. Y4" O HOLES, NOT TO BE USED FOR ANCHORS, TYP. 0. 75" '00„ FACTORY - MILLED V4"p HOLES; r y- UTILIZE ( 1) OR(2)ANCHORS 0 ' p FROM 2" CLIP ANCHOR ti SCHEDULE, TYP. 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0.125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t=0.0299" ). 0. 068" THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. 3)-# 12 SAE GRADE 5 SHEET METAL SCREWS FOR CLIPS UP TO 5" LONG. UTILIZE (5)-#12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 5", PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE VARIES) 1" TIE -DOWN CLIP 3 ANCHOR DETAIL DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0.125" — MIN. THICKNESS, STEEL HOUSING UNITS (3)412 SAE GRADE 5 SHEET SHALL BE ASTM A653 Fy=33KSI MIN. METAL SCREWS FOR CLIPS 4" STEEL, GRADE 33, 22GA MIN. (t=0.0299"). LONG. UTILIZE (4)-#12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4". PROVIDE (5) PITCHES MIN. PAST THREAD 0.072" OR 0 113 '7// f PLANE FOR EACH SMS, TYP. THICKASTMA283 -. STEEL CLIP, TYP BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, / 1) OR (2)ANCHORS PER ANCHOR 3/ 8" NOSPACEZSCHEDULE PERMITTED, TYP SUBSTRATE PER ANCHOR SCHEDULELEI ( VARIES) 2" TIE -DOWN CLIP ANCHOR DETAIL 3 3" = V-0" DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. 6 Eq ti043zz w 3 V) 3 x C, W 0 a U z oLL H U J z a 3 0 Zo" 0 $ Oz w a Z k zM W O a N F Z N z 0 tIcn LL 15- 2378 TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY It STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) ALLOWABLE ROOF -TOP HEIGHT (H) M AXIMUM ____...-_. TIE -DOWN CONFIGURATION TYPE I SURFACE AREA OF UNIT UNIT UNIT'S LARGEST HEIGHT WIDTH Cl C2 I C3 C4 FACE 6 Fi ! is 9 FT -i 48 MAX 24" MIN 12 FT 20 FTC .._._..- i ..._.___.. ........... 25 FT 60 MAX 48" MIN THIS TABLE IS PERMISSIBLE TO REUSED WITHIN THE HVHZ WHICH CONTAINS BROWARDAND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITYOFTHISTABLEWITHINCERTAINFLORIDACOUNTIES, TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE*) 3 ALLOWABLE ROOF=FOP HEIGHT (H) e _. .__—' -.... ,....._ .. TIE -DOWN CONFIGURATION TYPE R i MAXIMUM 3 SURFACE AREA OF UNIT UNIT UNIT'S LARGEST HEIGHT WIDTH Cl i C2 C3 FACE j C4 6 FT2 24" MAX ! 12 MIN N/A AT GRADEH5200FT H 5 200 FT60Fi<H 5160 FT' z 9 FT'; 32 MAX 15" MIN N/A H 515 FT ATGRADE60FT <H5200 FT.H5200 FT 4 FT2 AT GRADE 3 I 60 FT<H 5200 FT H _ 200 FT H 5 200 FT H5200 FT g 6FT' ATGRADE L- N_200FT H540 FT 60 FT<H<200 FTC H5200 FT a 9FT 48 MAX MIN N/A ATGRADEH200FT124' H < 200 FT60FT < H 80 FT ; I —.... 12 FF i ! NIA ATGRADE N/Aj60FT < H 5 2OO FT H 5 200 FT 16 FT N/A AT GRADE N/A H 5 200 FT 20 FT N/A AT GRADE I N/A - H 5 200 FT 25 FT N/A N/A N/A H 5 30 FT 60' MAX 48' MIN FT H 5 200 FT 30 FT N/A N/A N/A ATGRADE 60 FT < H < 180 FT 36 FT'N/A N/A N/A ATGRADE AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACI4 AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY COUNTY. CHECK WITH LOCL OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPEMAXIMUM ) SURFACEAREAOF ( UNIT UNIT UNIT'S LARGEST HEIGHT WIDTH Cl C2 C3 C4 FACE 6 ------- FT2 24 MA% 12 _MIN N/A AT GRADE AT GRADE 1 H 5,200 FT9FT32MAX15"MIN N h -- - - AT GRADE N/A H 5 30 FT4FT _ _ A7G_R_ADE I H5200 FT AT H5200 F76FT N/A H 15 FT AT GRADE H 5 20011FT9,FT 48" MAX 24"MIN N/A f -- 20 FT N/A- - ATGRADE N/A ATGRADE 125FT .. __ 60'MAX 48" MIN N N/A N/A ATGRADE30F7 / N/A 38 FT - _ AT GRADE, 1..._._ NSA N/A N/A ATGRADE USED T IN THE HVHZ M ABE THISTABEEMI-DADE COUNTIES, CH CK WITH LOCALIAUTHORITY HAVING JURISDICH CTION FOR THNS EAND E APPLICABILITYOFTHIS TABLE WITHINCERTAINFLORIDACOUNTIES, TABLE 4 : Vult=170 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE-) ALLOWABLE ROOFTopHEIGHT (H) MAXIMUM -_ I TIE -DOWN CONFIGURATION TYPE SURFACE AREAOF1 UNIT UNIT UNIT' S LARGEST I HEIGHT WIDTH CS C2 C3 C4 FACE 6 FT° 24" MAX 12" MIN N/A I H5200 FT ATGRADE 60 FT <H 580 FT H5200 FT 9 FT' 32" MAX 1 15" MINI N/A I- AT GRADE N/A 60 FTc H S200 FTCIH<200 FT 4 FT' AT GRADE, 60 FT < H 5100 FT H 5 200 FT H 5 200 FT H 5 200 FT 6 FT' N/A j H 515 FT ' N5200 FT .60 FT<H5200FTH5200 FT 9 FT' 48" MAX 24" MIN N/A H 5 15 FT j ATGRADE 160 FT < H < 200 FTIH200F712FT' N/A AT GRADE I60 FT H <_ 120 FTN/A H 200 FT 1. .._ 16 FT' I N/ A N/A N/A H 540 FT 60 FT < H 5 200 FT 20 FT' N/A I AT GRADE N/A H 5 40 FT 60 FT H 5 200 FT I 25 FTz N/A N/ A N/A ATGRADE 60 MAX 48"MIN 60 FT FTC 30 FTC N/A N/ A N/ A ATGRADE 60FT H5100FT 36 FT' N/ A N/ A N/ A ATGRADE AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO AUTHORITY USED WITHIN PALM BEACH COUNTY. CHECK WITH TH HAVING JURISDICTION FOR THEAPPLICBILITYOFICLOCALTHISTABLEWITHINCERTAIN FLORIDA COUNTIES. TI h'f ATnIWD N m • 15-2378 4 w TABLE 5 : Vult=140 MPH, EXPOSURE B FOR USE WITH A RISK CATEGORY II STRUCTURE-) ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACEAREAOF ! UNIT UNIT'S LARGEST HEIGHT I UNIT WIDTH ! Cl I C2 C3 C4 I j FACE 6 FT2 24" MAX 12 MINI H 515 FT ! ! 60 FT<H 5120 FT H5200 FT H5200 FT C . H5200FT 9 FT2 32" MAX i 15" MINIATGRADE H 1200 FT H < 200 FT H 5 200 FT 4 FT- H 5 200 FT 1! H 5 200 FT H < 200 FT H 5 200 FT 6 FT2 I j H540 f7 60 FT< H<200 FTI H5200 FT H5200 FT H5200 FT 9 FT2 48" MAX 24" MIN 1 ATGRADE H 5 200 FT H<200 FT I H<200 FT I AT GRADE H 540 FT H < 200FTH5200FT 12 FT2 ! 60 FT< N <200 FT 16 FP ! N/A H c 200 FT H 15 FT H < 200 FT -_ 160 FTH5100FT20FT N/A H < 200 FT H < 15 FT 60FT<H 180 FT H5200 FT 25 FT2 N/A H 5 40 FT ATGRADE 60" MAX 48 MIN r- 60 FT < H 5 200 FT 60 FT < H 80 FT H 5 200 FT ; 30 FT2 I H < 15 FT N/A !60 FF< Hs' 160 FT AT GRADE H5200 FT 36 FT2 N/A AT GRADE AT GRADE 60 FT < H 5 80 FT H 1200 FT AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY. CHECK WI"FH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 7 : Vult=140 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE.) MAXIMUM SURFACE AREA OF UNIT UNIT UNIT'S LARGEST HEIGHT WIDTH Cl FACE 6FT 24 MAX 12 MIN N/A 9 FT2 32"MAX 15 MIN ! N/A 4 FT' H540 FT 60 FT < H 200 6 FT2 ATGRADE 60 FT H 5100 9 F72 j 48" MAX 24 MIN N/A 12 FT2 N/A 16 FT2 N/A__... 20 FT2 N/A 25 FT2 N/A 60"MAX 48 MIN- 30 FT N/A 36 FT2 N/A TABLE 6 : Vult=140 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE-) ALLOWABLE ROOF - TOP HEIGHT (H) MAXIMUM SURFACE AREA OF UNIT UNIT I I UNIT'S LARGEST HEIGHT WIDTH Cl C2 C3 Coe i FACE6FT2 . 24" MAX 12' MIN AT GRADE H 5 200 FT H 5 200 FT H < 200 Ff a 9FT2 32" MAX 15" MIN H 915 FT N/AH5200FTI60FTHH5 200 F H < 200 FT H 5 200 FT H 5 200 FT H < 200 FT 6 FT2 ATGRADE 60 fT< H <180 FT H 5 200 FT H 5 200 FT H 5 200 FT 9 FT2 48" MAX 24" MIN AT GRADE H c 2p0 FT H <_ 40 fT -- r-_ 60 FT < H 5 200 FT H 200 FT 12 FT2 N /A H < 200 FT 60 FT < HRS 1D40 FT H < 200 FT 16 FT2 N/A H 515 FT N/A 60 FT H < 200 FT ATGRADE H 5 200 FT 20 FT2 H 5 30 FT H 60 FT H2O0FTATGRADE200FT25 FT2 I N/A AT GRADE 60" MAXI 48" MIN 60 FT H 5 140 FT q7 GRADE H 200 FT 30 FT2 I N/A AT GRADE N/A 5 2O0 FT 36 FT2 N/ A AT GRADE N/A H 30 FT L t 60 FT < H <_ 200 FT ALLOWABLE ROOF -TOP FIEIGHT (H) TIE -DOWN CONFIGURATION TYPE C2 C3 C4 H 5200 FT H53OFT H_200 FT 60 FT Il200FTH5200FT AT GRADE H < 200 FT 60 FT<H<140FTH5200FTI HS200 FT HS200FT H 5 200 FT H 5 200 FT I H 5 200 FT H 5100 FT H 15 FT 60 FT < H 5 200 FT H5200 FT H 540 FT AT GRADE 60FT<H 2O0FT 60FT< H 80 FT H5200 FT AT GRADE 60 FT H 200 FT N/A H 5 200 FT AT GRADE 60 FT < H <_ 200 FT ATGRADE H 5 200 FT AT GRADE N/A 60 FT < 11 80FTH < 200 FT N/A N/A H 5 40 FT 60 FT H 5 200 FT N/A I N/ A I AT GRADE 60 FT<H 5200 FT Zx11Am1 `4 ai WW 3 w U,luLLJ CP O w i a N ti z a , F- 1 UQ 30z 8 m a 0z w a G z I~ Z p W z oz O CL [ Fw m u Lo 15-2378 m CITY OF SANFORD BUILDING & FIRE PREVENTIONMAR01g1 PERMIT APPLICATION Application No: Documented Construction Value: IOWA /53 qoU(, t35 Job Address: Qe.ca-,, 14v-eS,ti : L 37-77l Historic District: Yes No ©' Parcel ID: _ S - ( k -- 3 d -- SW G -0 13 --6 62o Residential Commercial [l Type of Work: New 'Addition Alteration Repair Demo Change of Use Move Description of Work: /l/e it/ Ae04I't/ u/.9 (2 ) Plan Review Contact Person: ` S t„ , ( a„ Title: 11K Phone: ' u07- 3 3C-71 v l Fax: L107 3z0- t4 XS /Email: l/j'ly GC r L if141eth1yc.inzti7`.l,h, Property Owner Information Name E—_, Koat; ys 6An Phone: Street: Resident of property? : City, State Zij :'riI,;rj,ij! d% ;" `,,.= L`]f dt=00;ttit: e:1 tick: iatigQ; ,.4j ' ,• ontractor Information F.•I,1111.-.:• T Name .1 ( rrns n`( 9"(t, Phone: L1u7 4 30- 2 t oy Street: 136A ( 2S Fax: y? -3 l 05 City, State Zip:_ 2 5Laecenseo.: V 132 7 y Architect/EngineerInformationName: Street: City, St, Zip: Bonding Company: Phone: Fax: E-mail: Mortgage Lender: Address: - - 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 thataseparatepermitmustbesecuredforelectricalwork, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and.airconditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application _ 13H 3. oo 19s.06 NOTICE: In addition to the requirements of this permit, there may be 'additional restricfioris' applicable to this property that may be found in the public records of this county, and there may be additional permiis'iequired.from other•govemmental entities such as water management districts, state agencies, or federal agencies. l 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 Date Owner/Agent's Name Signature of Contractor Agent Date n—r I4,c1t Pri Contractor/Agent's N me Signature of Notary -State of Florida Date Sim AfiMEM RAW Notary f>ublic - state of FWlda Comassion # GG 060ii23 Fa d;•' My Comm. Expires Jan 16, 2016 Owner/Agent is Personally Known to Me or C Is— — Te-TFoTally Kn n to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building K_ Electrical E Mechanical E Plumbing[f Gas RoofEl Construction Type: " V17-' g Occupancy Use: 2 3 Flood Zone: Total Sq Ft of Bldg: R40 t $$O Min. Occupancy Load: -7 # of Stories: j New Construction: Electric - # of Amps 150 . Plumbing -# of Fixtures . / Z Fire Sprinkler Permit: Yes NO # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: G T l,MtO UTILITIES: % WASTEWATER: FIRE: BUILDING: S! S, A- II Revised: June 30, 2015 Permit Application Permit #: 17- 1177 Address: 435 Pecan Ave Structure Information Construction Type: III-B Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 1 Number of Bathrooms: 2 Square Footage: 1380 Plumbing Fixtures: 12 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 7 Plumbing Fixture Calculation 17-1177 435 Pecan Ave Bath Tubs 2 Sinks 1 Drinking Fountain Solar Piping Disposal Soda Fountain Dishwasher Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker Water Closets 2 Laundry Tubs Water Heaters 1 Lavatories 2 Water Piping 1 Pool Piping Water Softener Showers Total Plumbing Fixtures - 12 City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-1177 435 Pecan Ave Type of Construction: I11-B SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 10901square feet SQUARE FOOTAGE OF GARAGE ONLY: 1 2901 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 11380 square feet Dollar Valuation of Work: 1 $1539401.86 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees 47.97 1,113.81 25.00 460.21 1,646.99 REQUIRED INSPECTION SEQUENCE BP# 17-1177 & 17-1178 Address: 435 & 439 Pecan Ave (Duplex "B") BUILDING PERMIT Min Max Inspection Description 10 Foundation / Form Board Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 40 70 Firewall Screw Pattern 40 70 Lath Inspection 40 1000 Final Stucco / Siding 50 Frame 50 1000 Final Firewall 50 1000 Final Roof 60 Insulation Rough -In 70 Drywall / Sheetrock 70 1000 Insulation Final 1000 Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PtiUMBiFNG PERMT r y I 'h { . as Arai' Min Max Inspection Description 10 Plumbing Underground 10 1000 Plumbing Sewer 20 Plumbing Tub Set 1000 Plumbing Final MECHANICAL PERMIT - z Min Max Ins ection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 W r P Job Address:, CITY OF 'SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:/ 711 / c Documented Construction. Value: $ %7(Ll F A/tYlist6ric Distrait t: Yes No L"J Parcel ID. Residential ECommercial Q Type of Work: New Addition 0 Alteration Repair 'El Demo, Change of Use 0 Move Description of Work:,_ AI'P014 'A .,.9- Ve -76Yx? Fax.. 4107-73'a' 7AT Email. Property Owner Information Name Phone: Street: Resident:of propertyT City, State Zip: Contractor Information Name / Yo,ia6 ...v G Phone: 7 Street: Ala-1 .1 . fr C t Fax: % "-C City, State Zipr /!/ 7 State License No.:G Architect/ Engineer information Name Phone: _ Street: Fax: City, St, Zip:- E-mail: Bonding Company Mortgage Len( Address; Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO EN ENT MAY RESULT IN YOUR PAYING TWICE FOR •IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SM 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. l certify that mo work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all taws regulating construction inthisjurisdiction. I understand tbat,a separate permit must he 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; sib Edition (2014)Florida Building Code Revised: June 30, 2015 Permit Application N NQTJ : In addition to,the requirement& of this permit, thete,inay be additional restrictions applicable to, this', pfoperty that may he 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 dg6ncies, 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 payr npritof a plan, review -fee at,the time of permit submittal. A copy of the executed contract is required inorder ,tocalculale,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 lee Valuation Table in effect at the time thel,permit is issued', in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the :actualconstruction value, credit will be applied to your permit fees wherillhe-perrifit is,iss,ued. OWNER' S AFFIDAVIT: Ycertify that an, of the foregoing information is accurate and that an work will be I done in complia I nee with all applicable laws regulating construction aold zoning. Signature ofOWncr/Agent Date Print Own.er/Agent'ls Name I signature ofNotary=state of'Florida Date QwnerjAgepitis Personally Known to Me or, -e-0nt`raj0j7/Ajjejis_ - Personally Known to Me or Produced ID' Type of ID Produced H) TyN of BELOW IS FOR OFFICE, USE ONLY Permits Required: Building[] Electrical Mechanical[] Plumbing[] Gas[:] Roof Occupan, cy, Use: Flood Zone: ConstructionType-, . Total Sq,Ft of Bldg: Min. Occupancy Load: # of Stories New , Construction: Electric - # of Amps .. Plumbing -4 of Fixtures Fire Sprinkler Permit: Yes n No,E] # of Heads Fire Alarm Permit: Yes] Non APPROVALS: ZONING: UTILITIES:. WASTE WATER: ENGINEERING: FIRE; BUILDING: COMNENTS:, Permit Application Revised: June 30, 2015 6 CATAPANO PLUMBING INC P O' BOX 678521, ORLANDO FL 32867 407430-7000 FAX 407-7,30-700& gintcatapanoOb6llsouth.net Anthony Mobilt,,407-947-4772 PROPOSAL Date: Sheet No: Proposal, Submitted To: Work Performed, At: 8/14/17 Commercial 1 Ind us;rial, State Certlificatians Plumb.ing Medical Gas Site Mitles Natural and LP Gas. Lift S1260"S Name: RNH Project- Pecan Duplex's Addre ss: Location:4119, 423,435, & 439 Pecan Avedress Sanford, Fl. Date of Plans: ----- — - — ------ ----- ph one- we hereby propose to fin-nisli the materials and, perform the labor necessary for the completion of - plumbing as f6llows; (2) DUP1ex',s/(4),Umts 5' out Waste and water Fixtures as follows: PER UNIT: (2) toilets, .(2) lays, (2) tubs, kitchen sink, dishwasher., 1) water heater, (1) washer PER, $ 7,000.00,, x,47 $ 280 00-00 I Cmaterial is guaranteed to be as, specified, and the above work to be performed,,in accordance with the 4 ' ra, cificator above work and completed in a substantial ions submitted'f al workmanlike manner for the sum of: Dollars SEE ABOVE Any alterations or deviation from the above sPecificatiOns.involving ,extra costs will be executed only upon written ordP-rI andwill become an extra chargeoverand,,Above estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. RESPECTFULLY SUBMITTED Catapano Plumbing, Inc. Now this proposal may be withdrawn by Us if not accepted within 10 days Acceptance of Proposal The above prices specifications and conditions are satisfactory',and are,hereby accepted.,You are authorized d to dothe work as specified. Date- Signature: COUNTY OF SEMINOLE 3, IMPACT FEE STATEMENT I.5 ,I O D STATEMENT NUMBER: 17100003 DATE: May 31, 2017 BUILDING APPLICATION #: 17-10000324 I QBUILDINGPERMITNUMBER: 17-10000324 UNIT ADDRESS: PECAN AVE 439 25-19-30-5AG-0613-0020 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: EMORY GREEN ADDRESS: 2181 BRISSON AVE SANFORD FL 32771 LAND USE: 1 OF 2 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 439 PECAN AVE / 1 UNIT OF 2 UNITS / DUPLEX 435&439 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1.000 dwl unit 2,450.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT A/ RECEIVED BY: (s, SIGNATURE: / PLEASE PRIN NA DATE: SF 3 f , 1 '2 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE STOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. COUNTY OF SEMINOLE J! I 0v IMPACT FEE STATEMENT ` 7 STATEMENT NUMBER: 17100003 DATE: May 31, 2017 BUILDING APPLICATION #: 17-10000323 BUILDING PERMIT NUMBER: 17-10000323 UNIT ADDRESS: PECAN AVE 435 25-19-30-5AG-0613-00.20 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: EMORY GREEN ADDRESS: 2181 BRISSON AVE SANFORD FL 32771 LAND USE: 1 OF 2 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 423 PECAN AVE / 1 UNIT OF 2 UNITS / DUPLEX 435&439 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1.000 dwl unit 2,450.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY: %/ `IJ SIGNATURE: PLEASE PRINT AMiT E ) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE I'OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD BUILD&G & FIRE PREVENTIONMAR07a1 \'`' PERMIT APPLICATION I PIE s. Bly Application No: C Documented Construction Value: $_J(004 Job Address: ' S., L J C L b2%9 Historic District: Yes NO]` Parcel ID: J S - 14 -- 3 0 -- 34 6.0. 13 .-p 62o Residential Commercial [] Type of Work: New EhAddition Alteration Repair Demo Change of Use Move Description of Work: Ale- w Ae--5,'0 U /.7/e ) Plan Review Contact Person: s S c - -+„ S + Title: 6K_ Phone: qO7- 3 3 0 - ? 10 9 Fax:- L107 32P- f-k1f) Email: MG•C Qr4,L If1 1 t, Property Owner Information Name Street: Phone: Resident of property? : City, State ii (S:r; 0 NET T t',: .•. i;l rir • Syr..: 3 gnWictor Information Name Phone: Lt?43o-- ilUy Street• _ P.0 13ox ( )_r Fax: Lld7 PQ5C City, State Zip: State License No.: 6131-I2 ti l , q t & 132 k7v Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Phone: Fax: E- mail: — Mortgage Lender: Address: 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 inthisjurisdiction. 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may lie additional restrictioris'applicable to this property that may be found in the public records of this county, and there may be additional permiis'iequired.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. 3, - 1 Signature of Owner/Agent Date Signature of Contractor Agent Date Print Owner/Agent's Name Pri Contractor/Agent's Nime Signature of Notary -State of Florida Date ANNETTE ILAW Notary trUNIC - State of Florida Commleelon # GG 060ti23 My Comm. Expires Jan 16, 2018 Owner/Agent is Personally Known to Me or C e o a n n to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [W Electrical 2T Mechanical V Plumbingg Gas Roof Construction Type: " 111 - 3 Occupancy Use: Total Sq Ft of Bldg:_i& 1 ,gD Min. Occupancy Load: R3 Flood Zone: 7 # of Stories: New Construction: Electric - # of Amps 5l? Plumbing -# of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: '•i7 WASTEWATER: FIRE: BUILDING: r Revised: June 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-1178 439 Pecan Ave Type of Construction: III-B SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: 1 10901 square feet SQUARE FOOTAGE OF GARAGE ONLY: 1 2901 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 1380 square feet Dollar Valuation of Work: 1 $153,401.86 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees 47.97 1,113.81 25.00 460.21 1,646.99 Plumbing Fixture Calculation 17-1178 439 Pecan Ave Bath Tubs 2 Sinks 1 Drinking Fountain Solar Piping Disposal Soda Fountain Dishwasher Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker Water Closets 2 Laundry Tubs Water Heaters 1 Lavatories 2 Water Piping 1 Pool Piping Water Softener Showers Total Plumbing Fixtures - 12 Permit #: 17- 1178 Address: 439 Pecan Ave Structure Information Construction Type: III-B Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: I Number of Bathrooms: 2 Square Footage: 1380 Plumbing Fixtures: 12 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 7 Job Address: Parcel ID: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 17 — %/ 7 h - Documented Construction Value: $ 1, Historic District: Yes No 2 Residential -'Eommercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Llec`bTa-( gcz eco_ DescriptionofWork/ Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name 1-rr c/ A el,jClye, Phone: %7% Street: City, State Zip: Resident of property? : Contractor Information Name 07dtf'QCj z d CFy G Phone: t1,0;7 Street: g-0 S /2 rS` Fax: Ci , State Zi "" 0a typ: ' '77 State License No.: G 6 yd_ Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: 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 30B 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: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name l.. 0 S Signature ofNota i, a DEBBIEBtA a` I r" 178648 I ES: EXP R o. February 25, 20 md:d Thru fJetar Puhlic Underwriters Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Revision _ Response t*, Comments V L 4 t An, Permit # Peoject Address: 3.5 -9 y 31 I -If Contact: ldkf-a A U Aenu Ph: 40-3-330--%%04 Email: `, (( @. gy e-is\c c:dlM Trades enpassed in revision: Building Plumbing Electrical Mechanical City of Sanford Building & Fire Prevention Division Ph: 407. 688.5150 Fax: 407.688.5152 Email: building@sanfordfl. gov Submittal Date Z1 2 Fax: L40 - 2-328 -f 61- Generaldescription of revision: w Bonk Lan, A/l •,C,. Life Safety i 17 Waste Water 0 140" 1 DepartmentUtilities Waste Water Planning Engineering Fire Prevention 0 Building ROUTING INFORMATION Approvals REQUIRED INSPECTION SEQUENCE BP# 17-1177 & 17-1178 Address: 435 & 439 Pecan BUILDING PERMIT Min Max Inspection Descri tion 10 Foundation / Form Board Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 40 70 Firewall Screw Pattern 40 70 Lath Inspection 40 1000 Final Stucco / Siding 50 Frame 50 1000 Final Firewall 50 1000 Final Roof 60 Insulation Rough -In 70 Drywall / Sheetrock 70 1000 Insulation Final 1000 Final Building (Other) Ave (Duplex "B" ELECTRICAL PERMIT Min Max Inspection Description 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLUMBING 1',y.4i, i .vPERiVIITr1 . `. Sa er.,_ . r., k,...'L:,.. `.. aII=` Min Max Ins ection Description 10 Plumbing Underground 10 1000 Plumbing Sewer 20 Plumbing Tub Set 1000 Plumbing Final REVISED: June 2014 SITE BENCHMARK #1 SET "X-CUT" NO LD ELEVATION = 21.01' LL_I SITE BENCHMARK #2 SET "X-CUT" NO LID ELEVATION = 21.22' TOPOGRAPHICAL SURVEY DESCRIPTION (NOT A BOUNDARY SURVEY) SOUTHWEST 1/4 of BLOCK 6, TIER 13, TOWN OF SANDFORD, according to the plat thereof as recorded in Plat Book 1, Page 112, of the Public Records of Seminole County, Florida, - E a FOUND BLOCK CORNER 4" X 4" O v CONCRETE MONUMENT coo NO IDENTIFICATION M M SCALE: 1 " = 30' w l w FOUND 4" X 4" 30 0 a CONCRETE MONUMENT rr7 I NO IDENTIFICATION WALK IS 15W. (OFF) 0 o FENCE CORNER IS PARCEL ID 0 0.4' N. & 29' E. (OFF) 25-19-30-5AG-0613-001 B z z Z N90° 00' 00"E 147.75' (c) 0 S89. 57' 54"E 8' CLF a X p.:: - 73.75' (p) m 74' PADBUILDING 24 0• o 0 26.0 20. 0' REAR ZFOUND 5/8" IRON ROD 30. 0 SETBACK \ & CAP # LB 3764 0 4' 4 DRIVE :• :,.;.".,. ;.;;. ; _ N 8.7 U I FENCE LINE IS 1.1' N. (OFF) m 29.9' 2. 7' ONE STORY RESIDENCE # 419 O j O N d O I 0 v ONE STORY zO OI 0I z. 7' RESIDENCE # 423 DRME N '08.7' o a U O D O N 30.0' 24. 0' 4 4 26.0' 1 O N 1 N w 0 a C-i Q aLn N3 aM : PAD LZ Q - Q JuLn1 W w c, 26.0' M a_ O DRIVE:.,`'' ci 8.7 a O d < J rn o 30. 0` ' 2.T ONE STORY Q U I j I (n 1 0O z RESIDENCE # 435 D- 0-)N Q O N u O Z ^ ONE STORY N V/ 30. 0' RESIDENCE # I_ 20' REAR-- 2. 7' SETBACK O Q I 6.7' N O O 3b:$"`',::':' 24. 0' 4: 4 26.0' JI BUILDINGSETBACK- o owa n 73. 75' (p) w 74' ( D) S89. 55' 58"W 147.56' (m) C FOUND 1/2" IRON ROD N89" 59' 59"W 147.75' (c) 147. 75' am- &CAP ( BENT) (p) FOUND 5/8" IRON ROD i PLS 3382 - & CAP[ LB 3764 WALK IS 15' W. (OFF) EDGE OF PAVEMENT SANITARY MANHOLE 0 WEST FIFTH STREET 50' PLATTED RIGHT OF WAY q 1 21' ASPHALT ROADWAY Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294 0060 F, last dated 9/28/2007, it appears from a scaling of said map that the land described hereon is shown to be in Zone "X", AREA OF MINIMAL FLOODING) Said FEMA map is not a Survey and no responsibility is taken for the information contained in or the accuracy of the above referenced map. 1. This Plat represents a Boundary Survey of the description as furnished DSW Surveying and Mopping, PLC. per client's instruction and makes no claims regarding ownership or rights of possession. 2. Bearings shown hereon are based on the SOUTH line of Described Parcel Being N 89'59'59" E, PER PLAT. 3. This surveyor has not searched the public records or abstracted the land shown hereon for easements, right of ways, covenants and restrictions or other pertinent documents which may be found in the public records of this county. This research was not included in the scope of services of this firm. 4. The relative distance accuracy for boundary dimensions shown hereon is in excess of 1 Foot in 10,000 Feet. 5. Underground improvements and utilities have not been located. 6. This survey performed by DSW Surveying and Mapping, PLC. is for the singular use by the clients named hereon for the express stated purpose listed hereon. This drawing is not legally binding without my signature and original raised embossed seal. No third party is authorized to use this drawing in any way, and this surveyor shall not be held liable for damages resulting from the unauthorized or illegal executions or attempts at circumventing prescribed laws or professional fee payments. All plats, reports, notes, plans, specifications, computer files, field notes or data, other documents and Instruments prepared by this firm as instruments of service shall remain the property of this firm. This firm shall retain all common law, statutory and other reserved rights, including the copyright thereto. The original of this drawing remains the property of DSW Surveying and Mapping, PLC. 7. Building ties, Fence ties, Etc. are not to be used as a way to reconstruct boundary line location. s. PLEASE VISIT OUR WEBSITE: WWW..DSWSURVEYS.COM **** PROFESSIONAL SURVEYORS AND MAPPERS A- 3b CERTIFICATION OF AUTHORIZATION #LB7945 4500 ORANGE BOULEVARD, SUITE 1000 SANFORD, FLORIDA 32771 St ng & Phone: ( 352) 735-3796 Mapping, PLC JOB NO. 16.0094 Sheet 1 of 1 REVISIONS AND ADDITIONS 6/ 9/17 PLOT PLAN 09/ 29/17 FOUNDATION SURVEY 04/ 03/18 FINAL SURVEY u Light Pole yYo Fire Hydrant A Delta (Intersection Angle) R Radius DENOTES CONCRETE L Arc Length WE Wood Fence U. E. Utility Easement M) Measured PC Point of Curvature CBW Concrete Block Wall PT Point of Tangency PI Point of Intersection PB Plat Book CNF Corner Not Found PG ( S) Page(s) OHUL Overhead Utility Lines PRC Point of Reverse Curvature POB Point of Beginning CLF Chain Link Fence POC Point of Commencement A/ C Air Conditioner D) Per Description R/ W Right -Of -Way BSL Building Setback Line PCC Point of Compound Curvature CQJ Denotes Utility Pole P) Per Plat Centerline O Well COL. Column Dd Water Meter TYP. Typical Covered RP Radius Point R) Radial CNA Corner Not Accessible NR) Non Radial C) Calculated BEE Base Flood Elevation D.U.E.= Drainage & Utility Easement EQUIP= Equipment D.A.U.E.= Drainage, Access & Utility Easement PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM DRAWING: 16.0094 SURVEY DATE: 02/02/16 INTENDED DISPLAY SCALE: 1" = 30' F DRAWN: HSY EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT IS CERTIFIED THATIT14 $$j 11 VEY REPRESENTED HEREON MEETS OR EXCEEDS THE STA,NIj,R `Q PRACTICE AS SET FORTH IN CHAPTER 5, t-13 F(.ORIIpp''A,,ADI'N NISTRATIVE CODE, PURSUANT oi0; BZ"TIONt;,,}7 2,.027, FLORIDA STATUTES. NOT VALID WhTHOIFf =Li F,,,$('1J%,'fURE-AND THE ORIGINAL RAISED SEAL OF J, LVR NSED•SURVEYOR AND MAPPER DOUGLAS S. WI"Registration # 5984 FOR THE FIRM: NOTES: ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCH MARK 4775101 ELEVATION 13.672 NAVD 88 CERTIFIED TO: RLH CONSTRUCTION COMPANY 1V TOPOGRAPH CAL SURVEY DESCRIPTION (NOT A BOUNDARY SURVEY) SOUTHWEST 1/4 of BLOCK 6, TIER 13, TOWN OF SANDFORD, according to the plat thereof as recorded in Plat Book 1, Page 112, of the Public Records of Seminole County, Florida, E a FOUND BLOCK CORNER 4" X 4" o v CONCRETE MONUMENT O NO IDENTIFICATION N N w I w FOUND 4" X 4" CONCRETE MONUMENT r7 I NO IDENTIFICATION 00 WALK IS 15' W. (OFF) SITE BENCHMARK #1 a o FENCE CORNER IS PARCEL ID SET "X—CUT" NO I.D 0.4' N. & 29' E. (OFF) ELEVATION = 21.01' Z Z 25-19-30-5AG-0613-001B Z N90' 00' 00"E 147.75' (c) i o S89' 57' 54"E 1 7. 1 L —V—. 7 (m) V V 8' 73.75' (p) 30.0' PAD O BUILDING SETB 24.0' -0 0 26.0 a N A,-'cy a 8.7' ONE STORY I RESIDENCE # 419 v N ONE STORY z.7• RESIDENCE # 423 DRIVE. N o 8.7' o 4 " 30.0' 26.0 a cNi PAD y`.,`ij W 24.0' o 0 26.0' L wLJa' N a DRIVE..' c 8.7 f 30.0.` z a 3 w :; o 2.T ONE STOR a 0 a p z RESIDENCE # 435 X Q O n N a, Z of QI W :. Z ONE STORYuj 30 0 RESIDENCE # 439 iv J 7' LL_I DRIVE N 8.7' N BUILODING 24.0' a-•. a 26.0' SETBACK PAp SITE BENCHMARK #2 SET "X—CUT" NO I.D ELEVATION = 21.22' A sec A,v N FOUND 1/2" IRON ROD CAP (BENT) PLS 3382 WALK IS 15' W. (OFF) 73.75' (p) 74' (F) 20.0' REA SETBACK a O ' d zo OI a Q U LL_ O a I Z (,( N Q QLL] O UI n Q a a in N L 20' REAR SETBACK a ly O U O 0 mmQ w4Ai S89' 55' 58"W 147.56' (m) N89" 59' 59"W 147.75' (c) 147.75' (p) SANITARY MANHOLE WEST FIFTH STREET 50' PLATTED RIGHT OF WAY 21' ASPHALT ROADWAY Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, Seminole County, Florida, Community Panel Number 120294 0060 F, last dated 9/28/2007, it appears from a scaling of said map that the land described hereon is shown to be in Zone "X", AREA OF MINIMAL FLOODING) Said FEMA map is not a Survey and no responsibility is taken for the information contained in or the accuracy of the above referenced map. 1. This Plat represents a Boundary Survey of the description as furnished DSW Surveying and Mopping, PLC. per client's instruction and makes no claims regarding ownership or rights of possession. 2. Bearings shown hereon are based on the SOUTH line of Described Parcel Being N 89-59'59" E, PER PLAT. 3. This surveyor has not searched the public records or abstracted the land shown hereon for easements, right of ways, covenants and restrictions or other pertinent documents which may be found in the public records of this county. This research was not included in the scope of services of this firm. 4. The relative distance accuracy for boundary dimensions shown hereon is in excess of 1 Foot in 10,000 Feet. 5. Underground improvements and utilities have not been located. 6. This survey performed by DSW Surveying and Mapping, PLC. is for the singular use by the clients named hereon for the express stated purpose listed hereon. This drawing is not legally binding without my signature and original raised embossed seal. No third party is authorized to use this drawing in any way, and this surveyor shall not be held liable for damages resulting from the unauthorized or illegal executions or attempts at circumventing prescribed laws or professional fee payments. All plats, reports, notes, plans, specifications, computer files, field notes or data, other documents and instruments prepared by this firm as instruments of service shall remain the property of this firm. This firm shall retain all common law, statutory and other reserved rights, including the copyright thereto. The original of this drawing remains the property of DSW Surveying and Mapping, PLC. 7. Building ties, Fence ties, Etc. are not to be used as a way to reconstruct boundary line location. PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM **** TPROFESSIONAL SURVEYORS AND MAPPERS CERTIFICATION OF AUTHORIZATION #LB7945 50ra V V 4500 ORANGE BOULEVARD, SUITE 1000 SANFORD, FLORIDA 32771 Surveying & Phone: (352) 735-3796 MaDDI Q. PLC JOB NO. 16.0094 Sheet 1 of 1 REVISIONS AND ADDITIONS 6/9/17 PLOT PLAN 09/29/17 FOUNDATION SURVEY 04/03/18 FINAL SURVEY LEGEND: I = Light Pole y — Fire Hydrant p = Delta (Intersection Angle) YO R = Radius DENOTES CONCRETE L = Arc Length WF = Wood Fence U.E. = Utility Easement (M) = Measured PC = Point of Curvature CBW = Concrete Block Wall PT = Point of Tangency PI = Point of Intersection PB = Plat Book CNF = Corner Not Found PG (S) = Page(s) OHUL = Overhead Utility Lines PRO = Point of Reverse Curvature POB = Point of Beginning CLF = Chain Link Fence POC = Point of Commencement A/C = Air Conditioner (D) = Per Description R/W = Right —Of —Way BSL = Building Setback Line PCC = Point of Compound Curvature C-Q3 = Denotes Utility Pole P) = Per Plat Oq = Centerline = Well COL. = Column Da = Water Meter TYP. = Typical ® = Covered RP = Radius Point R) = Radial CNA = Corner Not Accessible NR) = Non Radial (C) = Calculated BFE = Base Flood Elevation D.U.E.= Drainage & Utility Easement EQUIP= Equipment D.A.U.E.= Drainage, Access & Utility Easement PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM DRAWING: 16.0094 SURVEY DATE: 02/02/16 INTENDED DISPLAY SCALE: 1" = 30' F DRAWN: HSY EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES IT IS CERTIFIED THAT11 VEY REPRESENTED HEREON MEETS OR EXCEEDS THE STR `OF` PRXeTICE AS SET FORTH IN CHAPTER 541 1D F(,OA,,ADfNJNySTRATIVE CODE, PURSUANToI'O,,`,EL"TION{,4M,027, FLORIDA STATUTES. NOT VALID WFTHOLft URE-AND THE ORIGINAL RAISED SEAL OF:A - FLj)RaNSED"SURVEYOR AND MAPPER DOUGLAS S. WILLIS,,,79sl, d4o Registration # 5984 FOR THE SCALE: 1 " = 30' FOUND 5/8-IRON ROD CAP # LB 3764 FENCE LINE IS 1. 1' N. (OFF) O ED O v I E O I ON 2 n LJ0 3a of Ln Q I O V) O) i O N O CIO FOUND 5/ 8- IRON ROD CAP III LB 3764 NOTES: ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCH MARK 4775101 ELEVATION 13.672 NAVD 88 CERTIFIED TO: RLH CONSTRUCTION COMPANY