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701 Jasmine St New SFR 2013 r j%fir CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002831 Date 6/18/13 Property Address . . . . . . 701 JASMINE ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 159750 ---------------------------------------------------------------------------- Application desc NEW HOME (SINGLE FAMILY) ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CURRY, LESLEE K. MULLIGAN CONTRACTING INC 12485 AIRPORT ROAD 533 10TH ST BILOXI MS 39532 JACKSONVILLE BEACH FL 32250 (904) 838-9868 --- Structure Information 000 000 SINGLE FAMIKY HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 235 . 00 Plan Check Fee 117 . 50 Issue Date . . . . Valuation . . . . 159750 Expiration Date . . 12/15/13 ---------------------------------------------------------------------------- Special Notes and Comments NEED NOC Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list PERMIT ISat"1R mutatyieYACSiLaMfbL tE lAftTpiklJZ�n* 0F1Af4 %YIC1iiiOI k.TVN* 'S•AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 1 j 800 SEMINOLE ROAD J =� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 tr �? Page 2 Application Number . . . . . 13-00002831 Date 6/18/13 ---------------------------------------------------------------------------- Special Notes and Comments (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 3 . 53 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 3 . 53 UTIL REV PRE APP >3 HRS 50 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 235 . 00 235 . 00 . 00 . 00 Plan Check Total 117 . 50 117 . 50 . 00 . 00 Other Fee Total 207 . 06 207 . 06 . 00 . 00 Grand Total 559 . 56 559 . 56 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITU OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FILE C 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: ©/ ✓,,is/y1i,s�� ST If7",j r/c '"Z f2.z.Z;Permit Number: /�' ,7, 3 f Legal Description /T-.74- .234 St-c Hao,;FK FLf�arcel# Floor Area o sgTt. Sq.Ft Valuation of Work S /570, Proposed Work heated/cooled /5561 non-heated/cooled /5 17.E Class of Work(circle one): � Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structures) (circle one): Commercial esidentia If an existing structure,is a fire sprinkler system installed? (Circle one):__-Yes ? N/A Florida Product Approval# For multiple products use product approval orm Describe in detail the type of work to be performed: re/z vim /✓c,rr?c / Property Owner Information: Name: ,f eejlf'X,!' Address: S 01XACW7 City /_11eCXI State/2jLZip 346'32_ Phone 92 - TSS- /I I E-Mail or Fax#(Optional) j/,i�s Contractor Information: Company Name:AazL ,;6'd Qualifying Agent: 9tz&,- 'zj- e2_ zl sex/ Address: /z� !'Z V CityTK- llGfieC,y State Zip DZ<2 Office PhoneeS � ,e 3k-4P,? Job Site/Contact Number Q,T 8--4ff,e Z Fax Oqepf2-7v- 0/0- 6-State Certification/Registration# D Architect Name&Phone# AF.iwel 4,6,PdA ( �'V 7 A6— Engineer's Name&Phone# _41.1a ""' ,Z12- 0408 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void tf work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of sixp5)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, urnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YQUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I here b certify that 1 have read and examined this application and know the same to be true and correct. All provisio o aws and ordinances governing this type ojYwork will be complied with whether specified herein or not. The granting of a permit does not presume g e authority to violate or cancel the provisions of any other federal,st e, or local law regulating construction or the performance of construction. Signature of Owner Signature of Cont Print Name C t� ---- Print Name /�`li�w ,./.ee.......................t t..l.... ......... .......................,-.. t it yQ ...................................................... `..................1t1�.:................................ Before me %® e� Rl�,yy ' or this I I Day of 2 t ii Day of y 20 /3 N a blic i Cpm S:February 14,2o1a '.' A,O ":!,F••'; ThruNotary Public Underw'te Revised 10.24.12 '•••••`�CKS ON G- 1y� CITY OF ATLANTIC BEACH r s� 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 INSPECTION PHONE LINE 247-5814 t• J3 Application Number . . . . . 13-00001207 Date 6/10/13 Property Address . . . . . . 701 JASMINE ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc water sewer tap SDCR NEW HOUSE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CURRY, LESLEE K. OWNER 12485 AIRPORT ROAD BILOXI MS 39532 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 5/13/13 Valuation . . . . 0 Expiration Date . . 11/09/13 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER SDC-SYSTEM DEV CHG 4050 . 00 WATER CONNECT/TAP & METER 800 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 6040 . 00 6040 . 00 . 00 . 00 Grand Total 6040 . 00 6040 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. `S CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane r ATLANTIC BEACH,FL 32233 (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: -/Z/3 Project Address: 7oST No. of Units: Commercial Residential V Mu1ti-Family New Water Tap(s)&Meter(s) l Meter Size(s) ` 4 New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer ✓ Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# ��,3—Z g3 Water System Development Charge $/, /LM. Qa Sewer System Development Charge $ O 66 Water Meter Only $ gam, p e Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ SQ, 00 Other $ TOTAL $S ZS 00 APPROVED: (Utility Di ector or thorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED CITY OF ATLANTIC BEACH g PUBLIC UTILITIES '~ 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 �1 J31 � (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 5/7/13 Project Address: 701 Jasmine St. No. of Units: 1 Commercial Residential X Multi-Family New Water Tap(s) & Meter(s) 1 Meter Size(s) 3/4" New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer 1 Name: Leslee Curry Applicant Address: 701 Jasmine St. City: Atlantic Beach FL State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Water System Development Charge $ 1,140 New home on undeveloped lot. Sewer System Development Charge $_4,050 Water Meter Only $ Water Meter Tap $ 800 Sewer Tap $ Cross Connection $ 50 Other $ TOTAL $ 6040_ (notes) APPROVED: Donna Kaluzniak (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED '2d , JUN 1 U 2(13Cit of Atlantic Beach APPLICATION NUMBER Js ` � Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 O J Phone(904)247-5826 • Fax(904)247-5845 J,;l� E-mail: building-dept@coab.us Date routed: tZ1011-3 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S7_ Department review required Yes No Build' Applicant: /7 tanning &Zonin Tree Administrator Project: /vi zt) 1h /7'1 ublic Works ublic Utilitie u is aety Fire Services Review fee $ Dept Signature` Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ]Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: CQ4 ? Dater TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. P D'VOR Comments: PUBLIC UT L -f 3 P BLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 RECFT�T-FD City of Atlantic Beach JUN 10 2013 APPLICATION NUMBER `� Building Department (To be assigned by the Building Department.) J 800 Seminole Road BY:--- Atlantic Beach, Florida 32233- / O I Phone(904)247-5826 • Fax(904)247-5845 I EM19, E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us I — J APPLICATION REVIEW AND TRACKING FORM Property Address: �D �/ ��- S7— Department review required Yes No Build' Applicant: hV /'j tanning &Zon n Tree A ministrator Project: �� A /n ublic Works ublic Utilitie u isa ety Fire Services Review fee $ 070 Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District b Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. (Circle one.) Comments: BUILDING {'1'�v►111SG,&`e�-7'"a�}�►v� 1.u.7C (� �h't�i PLANNING &ZONING "1 l� Reviewed by: o Date: TREE ADMIN. to Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES / PUBLIC SAFETY Reviewed b : 4CDate: FIRE SERVICES Third Review: [—]Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 Doc#2013155391,OR BK 16416 Page 1213, Number Pages:1 Recorded 06/18/2013 at 03:41 PM, NOTICE OF COMNIENCEMENT Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 State of // . Tax Folio No. County of LG/11,e'L To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: '� -.Z -,z I- . 2 3¢ .Grz1,11i2r/C X_Z O6y Address of property being improved: ;7B/ ,� !/j' -X 641 4A 3 General description of improvements: /1G• L'!J f/D//l Owner: h' e'6W Y Address: /Z 0 S RM?K-Leg eLW- ,-&�E :96Y 1 Owner's interest in site of the improvement: Aky/✓�'C ""/,1/,221 6'!31X'4 Fee Simple Titleholder(if other than owner): — Name: Contractor: Alit e/ "/-/ Address: '5-?.3 /,0 //�! 1/ AL �. -.L�bL �f("f/ Z 50 Telephone No.0� 9�� Fax No:rz 01)- 170 'el of Surety(if any) Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: '"�" Address: 3'Sr �0.Sw�1 r - `�rL�: QED C -�L Z-1-33 Telephone No: � SZ" �, �� Fax No: CsLo 6\-3 Z.po- U In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPA R'S USE ONLY OWNER k� ©(n 12 13 Signed: Date: ID N0.76049 v' * Before m i a, day of in the Co uval,State :* Commission Expires Of Florida,has personally appeared 04101/2017 V Notary PublicStale at Large, ofFlori Coun of Duval. My commission expires:—T YRy 9 Personally Known: or .�R�SON C�,•. Produced Identificatt 12d City City of Atlantic Beach APPLICATION NUMBER -1 Building Department (To be assigned by the Building Department.) J s 800 Seminole Road �r Atlantic Beach, Florida 32233-5445 0 J Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: Cv J City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S7— De artment review required Yes No Build' Applicant: /'j7FIanning &Zonin Tree A ministrator Project: �G!N /'n ublic Works ublic Utilitie u is aety Fire Services Review fee$ a� Dept Signature — Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS _ Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: �,�4"A) �Q BUILDING c.fjl.lJ PLANNING &ZONING Reviewed by: �h"'� � �"'"'" Date: �V TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14109 40. City of Atlantic Beach APPLICATION NUMBER JS t Building Department (To be assigned by the Building Department.) 800 Seminole Road -a p9 Atlantic Beach, Florida 32233-5445 0 J 12 Phone(904)247-5826 - Fax(904)247-5845 /D 1-3 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �17�/ ��- c�-T Department review required Yes No Build Applicant: /7 tanning &Zonin r IV— Tree A ministrator Project: /vi M ublic Works ublic Utili ie u is aety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: //11? Date: TREE ADMIN. Second Review: [-]Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 i TREE & VEGETATION AFFIDAVIT i, �w t� City of Atlantic Beach 14 PILE C 10 Department of Community Development Planning&Zoning Division ` 800 Seminole Road Atlantic Beach,FL 32233 7 / Jfil>r (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION F- Owner(s) �` Legal Authorized Agent* I NAME OF APPLICANT ��lc«, x*-- NAME OF COMPANY ,/`�/�LL///iO�� C/t.(/1✓ll%lT/ ls�G /�L 0 ' ADDRESS OF COMPANY s�3 /� �� / ✓max ,��-�/✓ /1-2 PHONE�� 9�� CELL !2/1-14;/ EMAIL i CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION 11-SITE INFORMATION STREET ADDRESS OF PROPERTY If an address has /not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION /O 3 Z s 2 9L , Z3 7 J,L C /i LOT BLOCK SUBDIVISION J/r9 14S -f o C REAL ESTATE NUMBER J�Q 9 -�Q l� LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) 1 affirm that 1 have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for theCi f Atlantic Beach, FL and/or 1 have participated in a pre-application meeting with the Administrator of those regulations. Subse u tly,1 affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above- s bed or adjacent properties in conjunction with this project. GNATURE OF OWNER SIGNATURE OF OWNER Signed and sworn before me on this //day of by State of Z- 3 County of ^Dw/�— Identification verified: two O h or e R "-.t r L GRAHAM REV-TVA-00.12 =dtA o► ml�`Sti�Nf�6�ll1NKD95T/60 '. o: EXPIRES:February 14, gip'; ` 9onded Thru Notary Public Undenrrlters DO NOT WRITE BELOW- OFFICE USE ONLY App ica e o es: 1 R LD1 U Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space / 5-.5�v S Non-Habitable 6 9 3s: r- Impervious area 2�6o Miscellaneous Information Occupancy Group 2- Type of Construction ..G� Number of Stories l Zoning District R S` Max. 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IN FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: CURRY RESIDENCE Builder Name: MULLIGAN CO Street: 701 JASMINE Permit Office: DUVAL COUNT t City,State,Zip: ATLANTIC BEACH , FL,32244- Permit Number: F Owner: Jurisdiction: 261300 F I L COP Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(1819.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=13.0 1558.50 ft2 b. Frame-Wood,Adjacent R=13.0 261.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1550.0 sqft.) Insulation Area a. Under Attic(Vented) R=30.0 1550.00 ft2 6. Conditioned floor area above grade(ft2) 1550 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(240.0 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH: Garage 6 142 a. U-Factor: Dbl, U=0.32 240.00 ft2 SHGC: SHGC=0.20 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:13.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 36.0 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth: 8.117 ft. Area Weighted Average SHGC: 0.200 14. Hot water systems 8. Floor Types (1550.0 sqft.) Insulation Area a. Electric Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 1550.00 ft2 b. Conservation features EF:0.920 b. N/A R= ft2 None c. N/A R= ft2 15.Credits None Glass/Floor Area: 0.155 Total Proposed Modified Loads: 31.25 PASS Total Standard Reference Loads: 39.12 I hereby certify that the plans and specifications covered by Review of the plans and 0 JJAE S7,4 this calculation are in compliance with the Florida Energy specifications covered by this y ' 0� Code. Jose Fernandez calculation indicates compliance „ with the Florida Energy Code. Mechanical Engineer a x PREPARED BY: Before construction is completed LU l7 Contractor Gc.-;�ACT81 ,` DATE: __-- __- J�J this building will be inspected for 0 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy��dce., / , n COL)wr"v w._...... OWNER/AGENT:-lG�• ✓'� / �G� J BUILDING OFFICIAL: ///lj(j/� DATE: G-�/3 DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 6/5/2013 2:34 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: CURRY RESIDENCE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1550 Lot# Owner: Total Stories: 1 Block/SubDivision: County Seat #of Units: 1 Worst Case: No PlatBook: Book 108-n,page 345'' Builder Name: MULLIGAN CONTRACTING Rotate Angle: 0 Street: 701 JASMINE Permit Office: DUVAL COUNTY Cross Ventilation: No County: DUVAL Jurisdiction: 261300 Whole House Fan: No City,State,Zip: ATLANTIC BEACH , Family Type: Single-family FL, 32244- New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 1550 13950 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1550 13950 Yes 5 3 1 No Yes Yves FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 126 ft 0 1550 ft2 -_-_ 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V/ # Type Materials Area Area Color Absor. Tested Tested Insul. ((!eg) 1 Hip Composition shingles 1679 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 1550 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 1st Floor 30 1550 ft2 0.11 Wood r 6/5/2013 2:34 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below #- Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 W Exterior Frame-Wood 1st Floor 13 23 4 9 0 210 ft2 0 0.125 0.7 0 2 S Garage Frame-Wood 1st Floor 13 8 4 9 0 75 ft2 0 0.125 0.7 -0- 3 W Garage Frame-Wood 1st Floor 13 20 8 9 0 186 ft2 0 0.125 0.7 0 4 S Exterior Frame-Wood 1st Floor 13 38 4 9 0 345 ft2 0 0.125 0.7 0 5 E Exterior Frame-Wood 1 st Floor 13 11 8 9 0 105 ft2 0 0.125 0.7 0 6 W Exterior Frame-Wood 1 st Floor 13 10 6 9 0 94.5 ft2 0 0.125 0.7 0 7 E Exterior Frame-Wood 1 st Floor 13 18 8 9 0 168 ft2 0 0.125 0.7 0 8 S Exterior Frame-Wood 1st Floor 13 10 6 9 0 94.5 ft2 0 0.125 0.7 0 9 E Exterior Frame-Wood 1st Floor 13 12 8 9 0 114 ft2 0 0.125 0.7 0 10 N Exterior Frame-Wood 1st Floor 13 47 6 9 0 427.5 ft2 0 0.125 0.7 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated 1st Floor None 0.460000 2.998 0 6 8 20ft2; 2 W Insulated 1 st Floor None 0.460000 2.998 0 6 8 20 ft2' ' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Vinyl Double(Clear) Yes 0.32 0.2 13.5 ft2 6 ft 0 in 0 ft 0 in Drapes/blinds None 2 W 1 Vinyl Double(Clear) Yes 0.32 0.2 13.5 ft2 6 ft 0 in 0 ft 0 in Drapes/blinds None 3 W 1 Vinyl Double(Clear) Yes 0.32 0.2 18 ft2 1 ft 0 in 0 ft 0 in Drapes/blinds None 4 S 4 Vinyl Double(Clear) Yes 0.32 0.2 15 ft2 1 ft 0 in 0 ft 0 in Drapes/blinds None 5 S 4 Vinyl Double(Clear) Yes 0.32 0.2 9 ft2 1 ft 0 in 0 ft 0 in Drapes/blinds None 6 E 5 Vinyl Double(Clear) Yes 0.32 0.2 15 ft2 1 ft 0 in 0 ft 0 in Drapes/blinds None 7 W 6 Vinyl Double(Clear) Yes 0.32 0.2 30 ft2 18 ft 8 in 1 ft 0 in Drapes/blinds None 8 E 7 Vinyl Double(Clear) Yes 0.32 0.2 54 ft2 10 ft 6 in 1 ft 0 in Drapes/blinds None-' 9 S 8 Vinyl Double(Clear) Yes 0.32 0.2 30 ft2 18 ft 8 in 1 ft 0 in Drapes/blinds None 10 E 9 Vinyl Double(Clear) Yes 0.32 0.2 15 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 N 10 Vinyl Double(Clear) Yes 0.32 0.2 15 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 12 N 10 Vinyl Double(Clear) Yes 0.32 0.2 12 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds N06 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 462 ft2 462 ft2 64 ft 9 ft 21 6/5/2013 2:34 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2032.8 111.60 209.88 0.3850 8.7433 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 36 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 13 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 50 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 ft' DUCTS ----Supply---- ----Return---- Air Percent HVAC#' V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 142 ft2 Attic 187 ft2 Default Leakage Garage (Default) (Default)% 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling 0 Jan 0 Feb IXI Mar [X]Apr [X]May [X]Jun IX X]Jul [X]Aug [X]Sep [X]Oct IX X]Nov 0 Dec Heating X Jan X Feb X Mar X Apr X May X Jun Jul X Aug X Sep X Oct X Nov X Dec Venting X Jan X Feb X Mar X Apr X May X Jun X Jul X Aug X Sep X Oct Nov X Dec 6/5/2013 2:34 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 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 6/5/2013 2:34 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 701 JASMINE PERMIT#: ATLANTIC BEACH, FL, 32244- MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors &outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff(gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special �- equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. F t 5 6/5/2013 2:34 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of tg i r y ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 701 JASMINE, ATLANTIC BEACH, FL, 32244- 1. 2244-1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=13.0 1558.50 ft2 b. Frame-Wood,Adjacent R=13.0 261.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic(Vented) R=30.0 1550.00 ft2 6. Conditioned floor area(ft2) 1550 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 11. Ducts R ft2 a. U-Factor: Dbl, U=0.32 240.00 ft2 a.Sup:Attic, Ret:Attic,AH: Garage 6 142 SHGC: SHGC=0.20 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 36.0 SEER:13.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 36.0 HSPF:8.00 Area Weighted Average Overhang Depth: 8.117 ft. Area Weighted Average SHGC: 0.200 8. Floor Types Insulation Area 14. Hot water systems a. Electric Cap: 50 gallons a.Slab-On-Grade Edge Insulation R=0.0 1550.00 ft EF:0.92 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15.Credits None s I certify that this home has complied with the Florida Energy Efficiency Code for Building > sTr Construction through the abov energy saving features which will be installed (or exceeded) ° fio .� in this home before final ins Ion. Otherwise, a new EPL Display Card will be completed � ` � based on installed Code liant features. ti eo Builder Signature: Date: Address of New Home: 7 ver City/FL Zip:��/ Cpl *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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software r ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the Energy Performance Index, the more efficient the home. 701 JASMINE, ATLANTIC BEACH, FL, 32244- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=13.0 1558.50 ft' b. Frame-Wood,Adjacent R=13.0 261.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ftZ 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Under Attic(Vented) R=30.0 1550.00 ft' 6. Conditioned floor area(ftZ) 1550 b. N/A R= ftZ 7. Windows- Description Area c. N/A R= ftZ a. U-Factor: Dbl, U=0.32 240.00 ftZ 11. Ducts R ftZ SHGC: SHGC=0.20 a.Sup:Attic, Ret:Attic,AH:Garage 6 142 b. U-Factor: N/A ftZ SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftZ a.Central Unit 36.0 SEER:13.00 SHGC: d. U-Factor: N/A ftZ SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 36.0 HSPF:8.00 Area Weighted Average Overhang Depth: 8.117 ft. Area Weighted Average SHGC: 0.200 8. Floor Types Insulation Area 14. Hot water systems a. Electric Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 1550.00 ftZ EF:0.92 b. N/A R= ftZ c. N/A R= ftZ b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building tttt sr Construction through the above energy saving features which will be installed (or exceeded) tio� lQ in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. .1. C4 { V Builder Signature: Date: Address of New Home: City/FL Zip: CODw � *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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Project Summa Job: CURRY RES 1- wrightsoft` Date: 05/2013 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project Information For: CURRY RESIDENCE, MULLIGAN CONTRACTING 701 JASMINE STREET,ATLANTIC BEACH, FL 32244 Notes: Design Information Weather: Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 36 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 34 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 31774 Btuh Structure 22932 Btuh Ducts 4551 Btuh Ducts 5013 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 36325 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 27944 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2916 Btuh Ducts 1243 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 1550 1550 Equipment latent load 4159 Btuh Volume(ft') 14488 14488 Air changes/hour 0.46 0.20 Equipment total load 32103 Btuh Equiv.AVF (cfm) 112 48 Req. total capacity at 0.78 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make CARRIER Make CARRIER Trade 3.0 TON Trade 3.0 TON Model 25HBC336 Cond 25HBC336 ARI ref no. 3699488 Coil FB4DNF036 ARI ref no. 3699488 Efficiency 0.8 HSPF Efficiency 13 SEER Heating input Sensible cooling 28080 Btuh Heating output 36000 Btuh @ 47°F Latent cooling 7920 Btuh Temperature rise 27 OF Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Printout certified byACCA to meet all requirements of Manual J 8th Ed. ^+ wriv1- soft Right-Suite®Universal 8.0.06 RSU13554 2013-May-31 14:05:46 ACCP. ...FRONTDESKMDocuments%PROJECTSMPROVIDENCE\MULLIGAN-CURRY RES.rup Calc=MJ8 House faces:W Page 1 - wrightsoft, Duct System Summary Job: CURRY RES Date: 05/2013 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,POINTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORiHFLORIDAAIR.COM Project For: CURRY RESIDENCE, MULLIGAN CONTRACTING 701 JASMINE STREET,ATLANTIC BEACH, FL 32244 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/ return available pressure 0.25/ 0.25 in H2O 0.25/0.25 in H2O Lowest friction rate 0.100 in/100ft 0.100 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 377 ft Supply Branch Detail • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (Cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk DINING c 2068 86 122 0.100 7.0 Oxo VIFx 307.0 70.0 LIVING c 3149 127 187 0.100 8.0 Oxo VIFx 307.0 70.0 MBED-A h 2965 1321 124 1 0.100 7.0 Oxo 1 VIFx 1 0 377.0 1 BATH2 h 25611 1251 122 1 0.100 4.0 Oxo VIFx ( 307.0 1 70.0 1 MBATH 1 c 27451 BED2 891 163 1 0.100 8.0 Oxo VIFx 307.0 1 70.0 i MTOILET 1 h 519 23 15 0.1001 4.01 Ox 0 VIFx 307.0 1 70.0 1 KITCHEN h 2442 109 63 0.100 7.0 Ox 0 VIFx 307.0 70.0 FAMILY-A h 2477 111 47 0.100 7.0 Ox 0 VIFx 307.0 70.0 SED3 c 2731 107 162 0.1001 8.01 Ox 0 VIFx 307.0 1 70.0 FAMILY ( h 2417 704 1318 18 0.1008 48 1 4.01 Ox 0 VIFx 307.0 (OxO VIFx370.0 77.0 WIC2 MWIC I c 4151 221 25 1 0.1001 4.01 Ox 0 I VIFx 1 307.0 1 70.0 1 -+JA- wrightsc ft- Right-Suite®Universal 8.0.06 RSU13554 2013-May-31 14:14:44 ,4CCX ...NTDESKtDocuments\PROJECTStPROVIDENCENAULLIGAN-CURRY RES-MD.rup Calc=MJ8 House faces:W Page 1 s�+r � IL E C�P� JULIUS LEE PE. RE: 482926 - 1109 COASTAL BAY BLVD, BOYNTON BEACH, FL 33435 Site Information: Project Customer: Mulligan Contracting Project Name: 482926 Model: HDS 1550-0357 Lot/Block: . Subdivision: . Address: 701 Jasmine St City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Pontigo, Luis Antonio, PE License#: 53311 Address: 420 Osceola Ave. City: Jacksonville Beach State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): FBC 2010/TPI 2007 Design Program: MiTek 20/20 7.3 ASCE 7-10 Wind Speed: 130 mph Floor Load: N/A psf Roof Load: 32.0 psf This package includes 14 individual, dated TruAdditional Drawin s. With rm seal affixed to this sheet, I hereby cert thatnn �QoTes Inc. conforms to 61G15-31.003, section 5 of the FI jidaBdnWlf5W&r r jThis document processed per section 16G15-23 of the F a5R i9tftdWWers In the event of changes from Builder or EN"#' xW &setts aggin-T849m any �a � XRKS pN�IEDthis coversheet. The latest a roval date n rMIT No. Seal# Truss Name Date Review is for the limited Purpose 1 16746657 T01 5/16/013 of chec!ung tot conformance with the design concept and the informrium e,rfxeued in the 12 116746658 IT01A 15/16/0131 contract documents. No approval is impM;-#d to the accurecy cr 13 116746659 I T02 15/16/013 1 completeness of details, quantities, dimensions: wei0h S or 14 116746660 1T02 15/16/013 1 oauaes, fabr;catior�:xocesses,consiruction means orm. &.1 •,>r�, I5 16746661 T03 5/16/013 cc,Ordi;iotion of',he:work with other trades or c�omtruc.ion sorc,y 16 116746662 IT015/16/013 1 p:F:caufions,cli o;which are the sohi resacns:bilit,of i 7 16746663 T066 5/16/013 :cnt;acto.The Confrnctor is r?sh.c;r,ihb for ilii�r�rx<..�� c)e 18 116746664 IT07 5/16/013 c,,.)PNm«d onci cCrrt-_,O( -r fh i r:rs ;tem 19 116746665 IT08 15/16/0131 shall net r;'clud:)a ir`. e:ntire ,aa t..iv o•wni_n;he 110 116746666 IT09 15/16/013 I ir s o as�!r, -•1. : ::vi�hv Of re-st.�xfilss;on will cove;��^!v 11 116746667 I T10 15/16/013 ! ;,�.. :�utad chc:ro`=z the aiaxnitfoi and other 112 116746668 I T11 15/16/013 1 changes c!e" 113 116746669 I T12 15/16/013 1 �. MN160 by the Catitr. cior. // 114 116746670 I T13 15/16/013 1 ey,� _ _ DoteL 3 The truss drawing(s)referenced above have been prepared by MiTek ��\\\us! Industries, Inc. under my direct supervision based on the parameters \ ...•• �� provided by Builders FirstSource(Jax). �J. ' Ns c Truss Design Engineer's Name: Julius Lee _ * o 34869 My license renewal date for the state of Florida is February 28,2015. — � (JC�1 NOTE:The seal on these drawings indicate acceptance of % Q ' professional engineering responsibility solely for the truss T '. STATE OF \�\ components shown. The suits _. se kt;iscomponent _..-__ F�.�R...for any ON designer, perANSI/TPI buildingrticular is thCha ter 2. ru"I DE COMP]_'MN6� i I I IA�\May 16,2013 CITYI(�j ATLANTI SEE PERMITS FOR ADDITIONA REQUIREMENTS AND CONDITIIO REVIEWED BY: DATE:O r Job Tmss Truss Type Qty Ply 6746658 482926 T01A SCISSOR TRUSS 2 1 Job Reference o lions Builders FrstSource, Jacksonville,A 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu May 16 13:27:312013 Page 1 I D:rNG61 LptnbPPKyz6B87U2azFzOx-vc2rUfy8c8Ut Wp?g3OOH7el MwDSBThPfM7 F M6iz F vj 11-8-0 -7$0 61-9 11--8 17 16Z 21-6A 21-570 31572 31-1,7 4LIl-0 44-7-0 1$0 61-9 5615 6- 4-e-6562 50.2 53-11 61-9 1-8-0 62-12 m= W27 7 aeD r 2 e e r1a a T a ee% I= � +e a m 3 8 +e va yie c vnz r m 3m F s .0 a 4 d'+ ' a..u n 3• 13'd I 11-0-0 61-9 11-2-0 11 1656 21-58 26570 31-512 369-7 42-17-0 67-9 5615 6- 1-96 50.2 562 50.2 53-11 61-9 62-12 Plate Offsets X 5:0-3-12 0-2-0 12:0-4-0 Ed a 23:0-2-4 0-2-0 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Ven(LL) 0.29 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Ven(TL) -0.53 14-15 >706 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.80 Horz(TL) 0.19 12 n/a n/a BCDL 5.0 Code FBC2010fTP12007 (Matrix) Weight:229 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2$9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. WEBS 2x4 SP No.3'Except' MiTek recommends that Stabilizers and required cross bracing be installed W4:2x6 SP No.2,W3:2x4 SP No.2 Fd,rin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2--280/0-3-8(min.0-1-8),12=890/0-3-8(min.0-1-8),23=1289/0-3-8(min.0-1-13) Max Harz 2=-125(LC 10) () I I I Max Uplift2=-87(LC 13),112=210(!_C 13),23=-217(LC 12) \\\\ Max Grav 2=384(LC 27),12=1058(LC 2),23=1529(LC 2) \\\- S••S•K. ///// FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. J V CEN S •. / TOP CHORD 2-3=-499/338,3-4=-33/427,4-26=-22/533,5-26=-11/699,5-27=-23/537,6-27=-891/466, F i 6-7=-1280/566,7-8=-1280/567,8-9=-1986/871,9-10=-2608/1159,10-11=-2661/1141, 11-12=-3290/1415 '* BOT CHORD 19-20=380/207,18-19=82f753,17-18---460/1748,16-17=-827/2365,1516=-834/2359, 34869 14-15---1188/2946,12-14=1187/2943,2-22=-180/398,21-22---179/392 — WEBS 7-18=342/842,8-18=7731446,13-17=182/422,9-17=-6631385,9-15=-81/267.11-15---562t342, _ T 6-18=0/419,6-19=-653/214,19-27=-293/1158,3-21=-686/374,5-23=-380/0 TI W NOTES (10-12) 44,` 1)Unbalanced roof live loads have been considered for this design. i STATE OF �cJ\ 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=lot mph;TCDL=4.2psf;BCDL=3.Opsf,h=18ft;Cat.11;Exp B;End.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 '•, O{�)Q P 3)All plates are 3x4 MT20 unless otherwise indicated. / S •'"'' \\ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. /0 N AL ��\\ 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0.0 wide will fit between the / \\ bottom chord and any other members. /) 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7)Bearing at joint(s)2,12,23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 Ib uplift at joint 2,210 Ib uplift at joint 12 and 217 to uplift at joint 23. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 12)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard May 16,2013 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH-7473 BEFORE USE. Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional tempaory bracing to insure stability during construction is the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage.derwery,erection and bracing,consult ANSI/7PIl Quality Criteria,DSB-89 and BCSII Ill Component Boynton Beach,FL 33435 Safety Information available from Truss Nate Institute,583 D'Onofrio Drive,Madison,WI 53719- Job Truss Truss Type Qty Ply 16746880 482926 T02G GABLE 1 TJob ference(optional) Builders FirstSource, Jacksonvib,FI 32214 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu May 16 13:27:38 2013 Page 1 ID:rNG6lLptnbPPKyz6B87U2azFzOx-CyzUy22Xzl Must1 8z_1 wv64cA2vncughzjSEsozF -9 1154 16-56 _� 21-58 2511-10 30.512 36-3-7 42-11-0 d4-7-01 1-. 6-1-9 5311 50.2 5-0-2 482 482 59-11 6-7-9 1-S0 Smk=1)BO Ss8= Oxo a.. e sm% e se ve a s t t 8 a . ark i SrB A 3 21 til I X r1_2 Z2 Oa8'hk 3.00 FT 5wpr� tl Srt 18 24 A is u 12 Q is•3 St-9 I 11-5-4 I 16-5-6 I 21-58 I 34512 I 36-37 1 42.11-0 51-9 5311 50.2 50.2 9-0-4 59.11 Plate Offsets(X,Y): [2:0.0.3,0.2-0],[2:41-4,0.2-5],[9:0.3-0,0-3-4],[12:0.1-4,42-5],[12:0-0.3,42-0],[17:0.2-0,4412],[20:42-0,0.0.4],[26:41-15,0.1-0],[29:41-15,0.1-0],[32:0.1-15,41-0],[36:41-10 0-1-040:41-1041-0 LOADING(psi) SPACING 2-0.0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.18 17-19 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.32 17-19 >709 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.70 Horz(TL) 0.03 17 rda rda BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:301 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-40 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10.0.0 oc bracing:19-20,17-19. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation guide. REACTIONS All bearings 11-7-0 except at--length)17=12-7-0,15=12-7-0,16=12-7-0,14=12-7-0, 12=12-7-0. (lb)- Max Harz 2=188(LC 13) Max Uplift All uplift 100 Ib or less at joint(s)except 24=-255(LC 3),22=269(LC 12), 17=-201(LC 13),15=-191(LC 13),2=-119(LC 13),12=-137(LC 13) Max Grav All reactions 250 Ib or less at joint(s)24,23,16,14 except 22=866(LC 2), 17=851(LC 2),15=290(LC 28),25=309(LC 3),2=258(LC 27),12=269(LC 28) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-62/315,4-5=-568/275,56=-479/292,6-7=-579/249,7-8=-572/152 BOT CHORD 19-20---65/487,18-19=0/400,17-18=0/385 WEBS 324=-268/216,4-22=-769/305,4-20=-112/672,6-20=-298/87,8-17=-783/189,10.17=-290/226, 11-15=-325/222 NOTES (12-14) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.ll;Exp B;End.,GCpi=0.18;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;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 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1 or.. \�` 6)This truss has been designed fora 10.0 psi bottom chord live load nonconcument with any other live loads. 0.0 wi � V 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- de will fit between the �� -' bottom chord and any other members. 8)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 9)Bearing at joint(s)24,22,17,15,23,25,16,14,2,12 considers parallel to grain value using ANSITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 34869 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 255 Ib uplift at joint 24,269 Ib uplift at joint 22,201 Ib uplift _ at joint 17,191 to uplift at joint 15,119 Ib uplift at joint 2 and 137 Ib uplift at joint 12. _ 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the /� ,GtA W responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 13)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. TATE OF 14)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 STATE ` Continued on page 2 P1nN May 16,2013 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIT-7473 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. Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members Only.Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erecta.Additionol permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication.quality control,storage.delivery,erection and bracing,consult ANSI/71`111 Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Trus Plate Institute.583 D'Onofrio Drive.Madison.WI 53719. Job Truss Truss TypeOIY Ply 16746661 482926 T03 Scissor Truss 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Ff 32244 7.350 s Sep 27 2012 MTek Industries,Inc.Thu May 18 13:27:412013 Page 1 I D:rNG6lLptnbP PKyz6B87U2azFzOxdXfda44PF DkSjLmle68dXli7 NFw7pGj7fhguT7zFvj 1 8 0 61 9 11 5-4 i 1s-S-6 z1-5-r1 25-11-10 30-S1z I 36-3-7 42-11-0 Q{ 1-8-0 61-9 53-11 5-0-2 5-02 4-62 4112 59-11 6.7-9 1-8-0 Scale=1:7].3 7 em a e e 3aa! aM II ye G e e t0 17 »M 1t 3 19 qe 0 Wtt n WO Jae 300 r1-2 M_ ]ae ha 11 = 2t 2N II n e y^1 aw II 13'd 61-9 11-5.4 165.6 21-5-8 30512 36.37 42-11-0 61-9 53-11 5-02 5-02 9-04 59-11 67-9 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.18 1517 >921 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.32 1517 >526 180 BCLL 0.0' Rep Stress Incr YES WS 0.61 HOrz(TL) 0.02 12 n/a n/a BCDL 5.0 Code FBC201O/TPI2007 (Matrix) Weight:219 lb 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 600 oc bracing. WEBS 2x4 SP No.3 MiTekrecommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation ovide. REACTIONS All bearings 03-8. (lb)- Max Hoe 2=-125(LC 10) Max Uplift All uplift 100 It,or less at joint(s)18,2 except 20=-175(LC 12),15=-184(LC 13), 1 Max Grav All each ns 250 Ib or less at joint(s)except 20=699(LC 27),18=528(LC 2), 15=979(LC 2),2=372(LC 27),12=393(LC 28) �� •L+7 �.!\• / //// FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. \�v,•• \CEN SF `•��/� TOP CHORD 2-3=-461/262,3-4=-95/340,4-5---78/440,5-6=0/263,8-9=-341460,9-10=-141/474, i 10-11=-156/370,11-12=A98/243 BOT CHORD 2-21=-114/359,2021=-113/357,19-20=-410/317,18-19=-3991320,17-18=247/292, * 34869 •• 16-17=-85/278,15-16=-97/269,14-15=-113/395.12-14=-115/396 WEBS 3-20=-729/411,520=-439/246,618=-575/149,617=0/306,615=-642/191,9-15=-295/228, N 11-15=799/477 �}•� u••— N W NOTES (1012) \ 1)Unbalanced roof live loads have been considered for this design. STATE OF 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf,h=18ft;Cat.II;Exp B;End.,GCpi=0.18;MWFRS ,•��\ (envelope)and C-C Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ••.,F(OR)D P 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •••,,,,.• \ �� 4)'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 2-00 wide wi11 fit between the // S bottom chord and any other members. / /O N M- \\�\ 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. ///J/j j((j\\\ 6)Bearing at joint(s)2,12 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)18,2 except(jt=lb)20=175,15=184, 12=101. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)20,18,15. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 12)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard May 16,2013 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design's based only upon parameters shown,and is for an individual building component. Applicability of design poramenters and proper incorperation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANS17TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison.WI 53719. Job Truss Truss Type r Ply16746663 482926 TOB Special Truss TJob fererxeo tions Builders FirstSource, Jacksonville,A 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu May 16 13:27:45 2013 Page 1 ID:rNG6lLptnbPPKyz6B87U2azFzox-V Iu8QS7wJREuCy3XtyfZhbtlGSIQI?bjaJe6cuzFvj 1-60 7-2-8 6-8-0 6-60 0-11- 6148 6-10-8 7-67 1-60 ,na h4 II 600(13 6 3>t1 s Us W4 >a 8 3o 1 r U 2= MYO t5 13 2 h4 II 12 10 3.5- II Y� 1B 3a5 yN II A9= 2rt I I 7-2-8 13-10-8 20{s-8 2-6 28-4-0 35-2-9 42-11-0 7-2-8 8-8-0 6-8-0 0-11 8-10-8 6148 7-8-7 Plate Offsets X F17:0-2-0.0-2-121 LOADING(psQ SPACING 2-0-0 CSI DEFL in (lox) Vdefi Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.12 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.25 11-13 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.94 Hoa(TL) 0.05 11 n/a n/a BCDL 5.0 Code FBC2010(TPI2007 (Matrix) Weight:248 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 310-14 oc pudins. BOT CHORD 2x4 SP No.2'Except- BOT CHORD Rigid ceiling directly applied or 311-15 oc bracing. B3:2x4 SP No.3 WEBS 1 Row at midpt 17-19 WEBS 2x4 SP No.3 MiTekrecommends that Stabilizens and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=422/0-38(min.0-1-8),18=1547/0-3-8(min.0-2-3),11=499/0-38(min.0-1-9) Max Harz 2=125(LC 11) Max Uplift2=-123(LC 12),18=-194(LC 12),11=-150(LC 13) �+ Max Gray 2=630(LC 27),18=1833(LC 2),11=621(LC 28) \ i FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. N �v \CENSE'•. TOP CHORD 2-3=-798/333,3-4=-300/282,4-5=-155/320,5E=-381/1131,67=-271/1025,7-8=-301/894, �< 9-10=-387/154,10-11=1355/589 \ ,• 1 i BOT CHORD 2-21=-170/637,20-21=-170/637,19-20=-1701637,17-18=-1829/739,617=-328/203, 34869 7� 1617=-867/713,1516=38/286,14-15=-48/272,1314=-418/1168,11-13=420/1171 WEBS 3-19---552/312.5-19=-195/411,17-19=-335/245,5-17=-1005/643,7-17=1141/289, — 616=-1003/573,8-14=113(395,10-14=-929/533 NOTES (9-11) 1)Unbalanced roof live loads have been considered for this design. STATE OF 2)Wind:ASCE 7-10;Vint=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp B;End.,GCpi=0.18;MWFRS .••.\_\ (envelope)and C-C Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .F�O R'D P •. \ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 360 tall by 2-0-0 wide will fit between the ///////0W- 5) �v/O -• ` bottom chord and any other members. /// N A — 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. // 6)Bearing at joint(s)11 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 0t=11b)2=123,18=194,11=150. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard May 16,2013 I A WARNING Venfy design pammet s and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH-7473 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. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designee Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during constructionis the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Baynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofdo Drive,Madison.WI 53719. Job Truss Truss Type OtY Py 18748865 482926 T08 GABLE 1 1 Job Reference(optionao Builders FirstSource, Jacksonville,F132244 7.350 s Sep 272012 MiTek Industries,Inc.Thu May 16 13:27:52 2013 Page 1 ID:rNG6lLptnbPPKyz6B87U2azFzOx-oepnurDJgb7uY15towHCU3f7XhjBuDolBur M_zFvj 1-8-0 7-2-11 6-8-0 6-8-0 0-11 53-3 53-3 SFi-11 2-9-0 -172.5 Sv6= B )r4 9 .4 5 M i 8 b4i S S1 �` W 10 6 1` 9 Y10 tt eW2N 5.12= See II 3x4 ia. 3m FT .4 V 1 1) 14 i 348 34` 16 2 tri` 14 Iq 20 II Y M ?Z 21 7-2-8 13-10-8 206-8 21-5 26-8-11 31-11-13 37.6.8 7.2-6 6-8-0 6-8-0 0.11- 53-3 53-3 56-11 Plate Offsets(X,Y): [2:0-4-0,0.31],[13.,O- -1-8],[20:0.2-0,0.2-12],[25:0-1-14,O-l-o [28:0.1-10,41-0],[32:0.1-10,0.1-01,[36:0.1-10.0-1-0],[43:0.1-14,0.1-01,[47:D-1-14,0.1-0],[50:0-1-15.0-1-01, 56:0.1-15 0.1-0 59:0.1-15 0.1-0 64:0-1-9 0.1-0 670.1-9 0_ 1-0 LOADING(pet) SPACING 2-0-0 CSI DEFL in (loc) l/deff Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.07 2-24 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.13 2-24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.02 15 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:360 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. B3:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SP No.3 Burin truss erection in accordance with Stabilizer In allation uide. OTHERS 2x4 SP No.3 REACTIONS (Ib/size) 2=534/0-38(min.0-1-8),21=1208/0-3-8(min.0-1-12),15=482/0-3-8(min.0-1-8) \\\,`\ S. Max Harz 2=213(LC 12) \\\ V S "- Max UpliR2---235(LC 12),21=-40D(LC 12),15=-258(LC 13) \ � .•• '•., // Max Gray 2=676(LC 27),21=1432(LC 2),15=617(LC 28) �J .•' `CENSE'•.�� FORCES i (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=927/413,3-4=-409/240,4-5=-334/250,5-6=-271/262,6-7=-162/596,7-8=-38/469, '. 8-9=-98/419,9-10=-403/176,10-11=-619/290.11-12=-685/272,12-13=-664/251,13-15=-599/400 _ 34869 BOT CHORD 2-24=-358/766,2324=-358!766,22-23=-3581766,20.21=-1458/589,7-20=-335237, 19-20=-437/463,18-19=-351320,17-18=-421310,16-17=-164/590 WEBS 3-22=-570/320,6-22=-73261,20.22=144/376,6-20=-766/511,8-20=-686/124,&19=-34/276, -{i w_ 9-19=-024/374,9-17=-721273,10-17=-339/225,13-16=-153/528 N ��J NOTES (12-14) --f STATE OF �\ 1)Unbalanced roof live loads have been considered for this design. F 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.ll;Exp B;End.,GCpi=0.18;MWFRS •., O RIO P. (envelope)gable end zone and C-C Exterior(2)zone;end vertical right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber // S •-'''• G \\ DOL=1.60 plate grip DOL=1.60 /// /O N A1- v�\\ 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 ANS11TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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)All bearings are assumed to be SP 1,10.2 crushing capacity of 565 psi. 9)Bearing at joint(s)15 considers parallel to grain value using ANSI7TP1 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt--lb)2=235,21=400, 15=258. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 13)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 14)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard May 16,2013 A WARNING-Verif,design pammetera and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AM-7473 BEFORE USE. Design valid for use only with Mirek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the Julius Lee PE. erecta.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control.storage.delivery,erection and bracing,consult ANSI/71`I7 Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute.583 D'Onofrio Drive,Madison.WI 53719. Job Truss Tn1ss Type Qty Pty 16748887 482926 T10 GABLE 1 TJ.b ference(optionaQ Builders FrstSource, Jacksonville,A 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu May 16 13:27:57 2013 Page 1 ID:rNG6lLptnbPPKyz6B87U2azFzOx-9cdgxYHSU71Beo_gaTsNA7NwgiU6ZebULAYl1 CzFvj 1-B-0 10.3-8 1438 1 -� Sd4•t Ue 96= e w e 11 e.o3 FT r 1T e 13 3 6 11 1 1 LI 13� 1 6 �n N ti KK 1 y= ie ar n a a 24 a a 21 m 1e 1e ya= s1= 20-7-0 20-7-0 Plate Offsets(X.Y): r2:0-4-0.0-3-11.116:0-".0-3-11 LOADING(pat) SPACING 2-0.0 CSI DEFL in (loc) I/dea Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.Ot 17 Nr 120 MT20 244/190 TCDL 7.0 Lumber Increase 125 BC 0.06 Vert(TL) -0.01 17 ntr 120 BCLL 0.0 Rep Stress Ina YES WE 0.04 Horz(TL) 0.00 16 Na Na BCDL 5.0 Code FBC2010rTP12007 (Matrix) Weight:121 Ib 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 6-0.0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS All bearings 20-7-0. (lb)- Max Horz 2=95(LC 12) Max Uplift uplift n lb less at Max Gray All reactions r ' 2 s 250 lb or less joint(s)t(s)2,16,23 24 26,27,28,29,22,21,20, 19.18 \\ vs S•k ',, FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. fo * NOTES (12-14)1)Unbalanced roof live loads have been considered for this design. 34869 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cal.ll;Exp B;End.,GCpi=0.18;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip — NDOL=1.60L3)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 as1 !/l Wapplicable,or consult qualified building designer as per ANSI1TPI 1.4)All plates are 2x4 MT20 unless otherwise indicated. TATE OF5)Gable requires continuous bottom chord bearing.6)Gable studs spaced at 1-4-0 oc.7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith anyotherlive 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. /// O N A V �\ 9)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,16,24,26,27,28,29,22,21,20, 19,18. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 13)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 14)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard May 16,2013 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M77-7473 BEFORE USE. Design valid for use only with Mlrek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction's the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the buldng designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality CMeda,DSB-89 and BC511 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719. Job Truss Truss Type QtyPly 16748889 — —f 482928 T12 SPECIAL TRUSS 1 1 Job Reference o tion Builders FirstSource, Jacksonville,Fl 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu May 16 13:27:59 2013 Pape 1 ID:rNG6lLptnbPPKyz6B87U2azFzOx-5?IQMEIi01?vt68DiuvrGYSDXWAy1 Y2noU1 r64zFvj 1-8-0 3-" 3s-o 2-0-0 Snk=r x19 Vh= a.ro r wf rr z n 4 to °na ii s ar= as= 36-0 7-0.0 3 8 0 36-0 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Udell L/d PLATES GWP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) 0.01 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.01 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 4 Na Na BCDL 5.0 Code FBC2010lTPI2007 (Matrix) Weight:31 Ib 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. WEBS 2x4 SP No.3 MiTekurin rerusscom.mLdmendson in accordance with Stabilizer Installation guide. that Stabilizers and required cross bracing be installed t REACTIONS (Ib/size) 2=259/0.3-8(min.0.1-8),4=283!0.38(min.0.1-B) B Max Horz 2=-30(LC 10) Max Uplifl2=-BO(LC 8),4=87(LC 9) Max Grav 2=311(LC 2),4=340(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\��\`\S••S•KENSF TOP CHORD 2-3=-218/309,34=-223/311 v NOTES (8-10) � 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.Il;Exp B;End.,GCpi=0.18;MWFRS %/I/y"1 34869 (envelope)and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate (N v' grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the 1 r r= bottom chord and any other members. 5)All bearings are assumed to be SP No.2 cashing capacity of 565 psi. STATE OF411 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,4. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��••FC GRID P•• ��\ 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the ,N• \ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. / 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. ///O N M- 10)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 /01111110\1 111III1\\\ LOAD CASE(S)Standard May 16,2013 A WARNING-Verify design p—t—and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AHI7473BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design paramenten and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members ory.Additional temporary,bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII SuOding Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 03p D W r N Z a m y rH ; \y •...O3p + �_ m HD-1 O Q y z D x �^ m m � rt C� O � P-4m Q$ � nO ° caD G � 7 > ' a�(D 61 �- 7 OID (D 0 CL -� moa - O Npo�(�QOp cQ � Q 3c� Q r spf � (DN (D ao a QD�O (� D ° Wo ° � mc� 3 � ci aamci O O a(D � '" �Q a '-° 3 ~o z o° °aoQ�cQ mo0 � oma ° n °3y N ° m � (Dc�X a�ID v Q�. 7 QaN = C Q -0 �� Q Q n Q O ON c-a "' O �(flQmo�a moo a� s� O �m ) o -0 =o � Q ° f o n (D N n n n (D�< -a 0 3 c =(D � � Q m n v m0° n N p 0 Q �� Z O O C 3 N Q n Q n _ � Qm Z � �cDQQo � m71O 003 QCL moo 3o (D 5o D 2Q 070-n 67Q�. Z mai � 73 no 0 f. �0 - D0 � o : 57 Ll. ( ?Q O ° oa Q 'o m m� o n � = 2 (D Q. 7p c — ON O 0 - c ° Q(D Y� x 5 Q 03 (D m N n A c= _ 0 TOP CHORD oA8A m G wA enc? ci-e ODm C;p -� C 0014Ql„W rTy7 Hy 'ioD 0 C wmwy n mZ m'^ \c n P C N N O �O '� M.0.T7 O -r m N A O l / //rte� C?l vii A� CZ O OD O \V �o.W� .. m y� N'� W n y W Q (D v '10' -0> D wsa = A a A 70 m 7D0z O N a Q Q m w 14 O v ~c p 10 G m N pO DW D ? ym to p? 01 A P y m y m A 60 O 2� n /w r N A w `m �� 7- N W (D D m om � 0 N ® v ?m o 7 W D v 7 p D o' (Q z 2 O P W3-6 Q 7 mo N X' F� Q-y (D y c e m (D H V C4-5 A a TOP CHORD Z0 � 0; -0 CD � '0000 0 o �a '(D 5 c �_-P 0 Nn 5i c !3.c: Epp o`o'v n a a 7 '^Z U3 f QD Ham. a<, 3.<CD °'O o 0.0 o m o 0R 05-00 c -N o 0m DO 0.2 °- C �o °gym moo 0 00 � o 0.n 4.=Q 0 303 fN -� mo- o n o�< �� nim (oa °� o < ..3 (0o C m m �°-� m N m EF o o '<_' o o m m o -o o Q CD _0 Wim ° a �� o � z �a a0c °m o � _'� ms o° �^° 0 3 Wim ° o� °� �° oo (Q -. p c m-0 ° °m °o 56N D o a 0 m o- m x m ° o m N o m o m'm s- o (D O m 00 O O u ° N n m N "0 �. 0 m'p 7� Amo m7° a CD ° Sm me o �o ao' Q. ° m '-- oar a �o0 os o°ID �� EF � O r( 3 O 0-(D m N 7 ° a 6 C = �.g. N N o 0 7 7 N c- ° D a 7 7 m m •° 7 O •Y 7 ao m % (�� N-co om 00 U 3m O Q 0 C m N 7 () (D O c C O 7N ° (D N W 0 m C 7 d O n 'a m n N (U 0-0 °(� 0�- 00 m l0 (�/> =•o N m o° m ° am o 0 30 o-cc o a o arc - ?m a-• 3o as 00 00 m c c z 3 o g° „o o -0 0 ��., �N .3 o f_ Q° ° (0, m:2 �(° a g a N, „g. O n A mm m °03 2 m m m m (oma Qm o° o� 3 0 0-= < (D c m cp °� O �' m� °C m(D 3a� 7o0. mm (°a no? o2 oc sCl . N° o ° N.0 ma a3 °_m < o Q C = f.� 33 > > o n 0(o m ° ac 0 0 ° <� o sa Q o 00 °° O: O1 m n• c S a 0 ? 0,0 N epi ° 0 >= v '�^ N U _ o'(o CD <N Q y 0 u0 :3 n U -0 NJ 22 o Cp 70 �0 NQ -° ° � m0 oS ��o � N �•Q 0 -0 a 0 U ° ° 7 p(Q „>, 7 00 m m m o n 0 J 7 m G S n 0 -O'7 S.2cl o nQ �.° m (D sa :T 0. 3� °p ° °.� �o m o 0 o m a� om m m C /�h o co Nm 0. (D ° ° ma 0000 m-° 0 o �O °,s � f � wo Amo a3 �' °�CD o° m o o mx m ° �N �° 0- m 5' ° Q ma 3.5ID CD mo �/� _ 00 0000 o ° fl �0 3 a m D� n(D 5 m, s �„ wD .o s mo ° a ° N,m om a oho n O CD m o m, N Z f.� o a a� o °0 3 m c sm m 0 N a C O R r C SOLUTIONS REPORT Level,Roof:Drop Beam PASSED r Il G Current Solution: : 2 piece(s) 2 x 10 Southern Pine No. 2 Overall Length:4 5 0 + 1 + o 0 3100 0 a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual System:Roof Member Reaction(lbs) 2526 @ 0 2 0 4463 Passed(57%) -- Member Type:Drop Beam 3.50" Building Use:Residential Shear(Ibs) 2263 @ 1 0 12 4047 Passed(56%) 1.25 Building Code:IBC Moment(Ft-lbs) 2101 @ 1 0 0 4680 Passed(45%) 1.25 Design Methodology:ASD Live Load Defl.(in) 0.009 @ 1 it 10 0.136 Passed(L/999+) -- Member Pitch:0/12 Total Load Defl.(in) 0.015 @ 1 11 10 0.204 Passed(L/999+) 9 1/4" 2 x Southern Pine No.2 2 36.08 The purpose of this report is for product comparison only.Load and support information necessary for professional design review is not displayed here.Please print an individual Member Report for submittal purposes. 5/16/2013 1:29:12 PM Donald Behm Forte v4.0, Design Engine:V5.6.2.222 BFS (904)680-6254 donny.behm@bldr.com Page 1 of 1 August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 i (�� ® MiTek Industries,Chesterfield,MO Page 1 of 1 =0E Note:T-Bracing/ I-Bracing to be used when continuous lateral bracing 000 is impractical.T-Brace/I-Brace must cover 90%of web length. aNote:This detail NOT to be used to convert T-Brace/kBrace MiTek Industries,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"ox. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace/ I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x8 I-Brace Nails Brace Size for Two-Ply Truss t Specified Continuous k Rows of Lateral Bracing SPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace WEB k 2x6 2x6 T-Brace 2x6 I-Brace -A 2x8 2x8 T-Brace 2x8 I-Brace k -A T-Brace/ I-Brace must be same species } T-BRACE and grade (or better) as web member. Nails Section Detail T-Brace 6/22/11 Web Nails Web I-Brace Nails JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP OO ® MiTek Industries,Chesterfield,MO Page 1 Of 1 NOTES:TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. n 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH �] AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Industries,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW DIAM. I SYP DF HF SPF SPF-S (5 .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR J 162 108.8 99.6 86.4 84.5 73,8 ILLUSTRATION PURPOSES ONLY vi z .128 74.2 67.9 58.9 57.6 50.3 ,131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW SIDE VIEW (2x3,2x4) Ln .148 81.4 74.5 64.6 63.2 52.5 2 NAILS (2x6) C43 NAILS NEAR SIDE NEAR SIDE V7- VALUES SHOWN ARE CAPACITY PER TOE-NAIL. I A I NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE NEAR SIDE EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)X 84.5(lb/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM V VA TO VARY FROM 30,TO 601 301 TO 60° 45.00* 45.000 45.001 6/22/11 FEBRUARY 14, 2012STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL MiTek Industries,Chesterfield,M I�L—JI_J ® MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. a oo CATEGORY IIBUILDING a oo EXPOSURE B or C ASCE 7-10 DURATION OF LOAD INCREASE:1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek Industries,Inc. TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131'X 3.5'TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. A UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2)0.131"X 3.5'NAILS EACH. D-2 X X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TOONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF 0.131"X 3"NAILS @ 4"O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH -- DIRECTIONS AND: 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH C MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72"O.C.W/(4)0.131'X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REQ.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE I I This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48"O.C.W/(4)0.131"X 1.5"PER MEMBER. permanent bracing per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer t0 BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB FOR LARGE CONCENTRATED LOADS APPLIED EXTEND THROUGH BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0'SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) 3/29/12 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 i MiTek Industries,Chesterfield,MO Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0o Trusses a 24 o.c. a 00 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek Industries, Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. Max. ITIS THE RESPONSIBILITY OF THE BLDG DESIGNER OR E TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO NAIL DIAGONAL BRACE NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST STRUCTURAL BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM GABLE TRUSS / CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. 3/29/12 STANDARD / GABLE TRUSS ■ TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)(') Fastener Type Hanger Wood USP WS Simpson SDS Beam Configuration Screw Type Length #Screws #Screws 2 4 6 8 2 4 6 8 FACE tat 3%" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-ply 1'/1' (51/1'Beam) TOP(2) 3'/i 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 FACE 3'/i' --- --- --- --- --- 3'/2"+1% I (51/4'Beam) TOP(4) 31/2' 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 3'/2"+1'/4" FACE/ (51/4"Beam) TOP tat 3/2' 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 FACE tet 6"I5t 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 4-ply 1;/4" (7"Beam) 1 TOP tet 6"(5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 FACE tat 3'/2' 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 1%"+3'/2" 6"t5) 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7"Beam) TOP tet 31/2" 640 1,275 1,915 2,550 905 1,815 2,720 3,625 -- 6"(5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 2-ply 31h" FACE 1 6"t5t 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 (7"Beam) TOP tet 2-ply 1%"+3'/2" FACE/ ") (7"Beam) TOP tat 6" 1,055 2,110 3,165 41220 1,360 2,720 4,080 5,440 2-ply 1'/4"+31/2FACE(4) 6"(5) 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 " (7"Beam) TOP(') 6"t5t 705 1,405 2,110 2,810 905 1,815 2,720 3,625 lI 51/4'+1'/4' FACE 1 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 (7"Beam) TOP tat 3/2" _ 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallam PSL and Microllam LVL,but are not recommended for TimberStrand®LSL. Page 2 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.83581 •www.iLevel.com AWeyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company All rights reserved. TECHNICAL BULLETIN Lw3j April 2010 by Weyerhaeuser Bulletin TB-300 Table 1, 2A, 2B General Notes • Connections are based on NDSa 2005 or manufacturer's code report. • All plies must be the same material and grade. • Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for 7"wide beams loaded from one side only. • Capacities shown for face mount hanger conditions are based on 16d common (0.162" x 3%")nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details • 1/2"bolts-9/16" o maximum holes • 3/4"bolts-13/16"o maximum holes a a • Lead holes not required for wood screws N N Conc. Load Conc.Load m°m° Conc.Load Conc.Load mm `o `o N M �F UU47 • LLLI N � f`1 EQ. EQ 2' Max (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min.Beam Depth: Min. Beam Depth: Min. Beam Depth: d=7'/.'for%2'o bolts d=9'/"for MY'o bolts d= 11'/ for%2'o bolts d=9'/"for'/,"o bolts d= 14"for IX"o bolts d= 16"for'/."a bolts Conc. Load Nailed Connection Detail � a • *STAGGER NAILS TO • PREVENT SPLITTING 16d Sinker(typ) 1 '/2" 9" (0.148"x 3'/a") LL16 Nail Pattern]) 12 Nail Pattern 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR ©2010 Weyerhaeuser NR Company.All rights reserved ■ a Ah T Aft TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin TB-300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllam°LVL beam supporting a 2-ply Microllam®LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg. (Typ.) -i r Additional 3-1'/4" x 14" Microllam" LVL Beam, Flush Connection ` ---- Required for r Concentrated Face Mount Hanger with 5,000 lbs Reaction Load 2- 1'/4" x 14" Microllam° LVLT 14" Floor Joists @ 24" o.c., Typ. Beam, Flush --- --- 4'-0" Partial Framing Plan Page 6 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR ©2010 Weyerhaeuser NR Company All rights reserved �WTV V T C r` LJ A i I r' A l E) 1 1 1 1 CTIA Forte MEMBER REPORT Level, Floor:Flush Beam ) software 3 PIECE(S) 1 3/4"x '14" 1.9E Microllam@ LVL PASSED Ovcri*Length 15' C• __... .........I ......... ......... ._._....._ 15' (. U L All Dimensions are Horizontal,Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(lbs) 7595 @ 2-' 7809 Passed(97%) Member Type:Flush Beam Shear(Ibs) 6837 @ 1-S 112" 13965 Passed(49%) 1 D Building Use:Residential Moment(Ft-Ibs) 25215 @ 4.11 718" 36387 Passed(69°%) 1.0 Building Code:IBC Live Load Defl.(in) 0.356 @ 7.1 13116" 0.489 Passed(U494) Design Methodology:ASD Total Load Defl-(in) 0.456 @ T 1 718" 0.733 Passed(U386) Deflection criteria:LL(L1360)and TL(U240). Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. Bracing(Lu):All compression edges(top and bottom)must be braced at 13'15116"o?c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability- Supports Total Available Reuired Support Reactions(lbs) SUppotts Bearing Bearing Bearing Dead I Floor 1 Roof t Snow Accessories I-Stud wall-Spruce Pine Fir 3.50" 3.50" 3.40" 1641 15955 1 0 10 Blocking 2-Stud wall-Spruce Pine Fir 3.50" 3-50" 2.33" 1164 14045 i 01 0 Blocking - Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width (0.90) {1.00) (nonsnow:1.25) (1.15) 1-Undorm(PSF) 0 to 15' 1' 100.0 400.0 0.0 00 10'Floor 2-Point(lb) 4' NIA 1000 4000 0 0 Location Analysis Shear(Ibs) Moment(Ft—Ibs) Comments Actual f Allowed I LDF Actual 1 Allowed I LDF 1-3' 6035!139651 1.0 191861 363871 LO BOLTS LEFT OF HANGER 2-5' 39 1 12569 10.9 25215136387 1 1.0 BOLTS RIGHT OF HANGER Fone-Software Operator Jab Notes 3/2512010 9:02:21 AM iLeveM Forte^ v1.1.Design Engine:V4.8.0.1 Page 1 of 1 Page 8 of 8 CONTACT US • 1.888.iLeve18 (1.888.453.8358) •www.iLevel.com w w Weyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. GEARING HEIGHT 56HEDULE EXTERIOR WALLS HELD BACK 1/2" FOR SHEATHING q' 5-114" 10' 4-716" BAKED WALL en NOTE5: 1.)REFER TO HID 91(RECOMMENDATIONS FOR HANDLING INSTALLATION AND TEMPORARY BRACING) REFER TO EN61NEERED DRAWINGS FOR PERMANENT DRACIN6 REQUIRED. 2.)ALL TRU55E5(INCLUOING TRU%E5 LMER VALLEY FRAMING)MUST DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACING REQUIREMENT5. 3.)ALL VALLEYS ARE 10 DE CONVENTIONALLY i FRAMED DY BUILDER. 4.)ALL TRU55E5 ARE DE516NED FOR 2'o c. MAXIMUM 5PACIN6,UNLE55 OTHEEW15E NOTED. 1 5.)ALL WALL5 5HOWN ON PLACEMENT PLAN ARE CON51DERED 10 BE LOAD BEARING,UJLE55 OTHERWISE NOTED. 6.)5Y42 TR1155E5 MKT BE INSTALLED l WITH THE TOP OEM UP. 7.)BEAMIHEADERILINTEL(1DR)TO BE FURN15HED BY BUILDER. I 60Builders A FirstSource Jacksonville PHONE:404-772-6100 FAX:904-772-1975 Tampa PHONE.813-621-6831 FAX 813-628-8956 Freeport PHONE:L350-635-4541 FAX.850-835-6835 BUILDER: Mulligan 6ontracting EEDA[ADOIDBs 701 Jasmine 5t Y70E1. cert>i on: H05 1550-0357 cer r DATE HAINDT. riludl<Ic'em 5/16/13 DF6 482926 1AU5ER PRODUCT # ' 100 2 — 100 r 10 „EereJ° a ell eeel 482926 11-07-00 5-OG-00 12-07-00 T02 S E TRUSS ENG NEERING F R BEARING P T.HEIGHTS U O v N T03 C�h co jw 01A o0 JP JP 01A 4 0 ao N =T04=4 I T06 T06 T13 T07 G T08 p� e T12 Tog 5 T11 U O v N T10 20-07-00 10-08-08 7-00-00 4-07-08 42-11-00 MITLK FLATLAFHOVAL # ' 21U . 2 - 21U , 4 WLYLLI CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002995 Date 7/03/13 Property Address . . . . . . 701 JASMINE ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ CURRY, LESLEE K. DARLEYS PLUMBING INC. 12485 AIRPORT ROAD 4472 PHILLIPS HIGHWAY BILOXI MS 39532 JACKSONVILLE FL 32207 (904) 727-1484 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 153 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/30/13 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 2 . 30 STATE PLBG DBPR SURCHARGE 2 . 30 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 153 . 00 153 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 60 4 . 60 . 00 . 00 Grand Total 157 . 60 157 . 60 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. X55 CITY OF ATLANTIC BEACH 'v PLUMBING PERMIT APPLICATION J Z Date: 7- Z� 3 Property Address: r701 ► � �� S�fee�" Owner: Telephone#• Contractor: l U�-,�;L �1'yL Telephone Contractor Address: T 47a- Ph,`1 r c Y(w* S�>a 1►� Fax#- ven for doin the work as described m the above statement,we hereby agree to perform said work in In consideration of permit gi g accordance with the attached plans and specifications which are a part hereof and in dance With the City of Atlantic Beat ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: _' If other construction i tng done on this ilding or site, al New list the building p it number: ❑ Re-Pipe Number of Fixtures: Bath Tubs _ Showers Closets Shower Pans IDishwashers Sinks Disposals Urinals Floor Drains ---�— Washing Mace Lavatory _� Water Sewer ___�__ Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: _ X$7.00 + $35.00= 3 3 0 � 8o0 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800• Fax: (904)247-5845• http:liwww.ci.atlantic-beach.fl.us v ` 111 CITY OF ATLANTIC BEACH -• J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002831 Date 8/08/13 Property Address . . . . . . 701 JASMINE ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 159750 ------------------------------------------------ Application desc NEW HOME (SINGLE FAMILY) ------------------------------------------------ Owner Contractor - ------------------------ ----------------------- CURRY, LESLEE K. MULLIGAN CONTRACTING INC 12485 AIRPORT ROAD 533 10TH ST BILOXI MS 39532 MULLIGANCONTRACTINGJAX@GMAIL. JACKSONVILLE BEACH FL 32250 (904) 838-9868 --- Structure Information 000 000 SINGLE FAMIKY HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone ZONEX ------------------- - ----- - ------------------------------------ Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc 3 TONS Sub Contractor FLORIDA AIR SERVICE & ENG.LLC 00 Permit Fee . . . . 99 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/04/14 ----------------------------------------- Special Notes and Comments PLUMB HAS SEPARTE PERMIT # 13 2995 Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. PERMIT IS rku3RbVMjghty-I0f�ifi DAA1� A 1 � 1'�ti' SEA` FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J � n r� ATLANTIC BEACH, FL 32233 ° INSPECTION PHONE LINE 247-5814 Page 2 Application Number 13-00002831 Date 8/08/13 ------------------------------- Special Notes and Comments Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS-TO-INSPECT-FASTENERS------------------- --------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE STATE MECH DBPR SURCHARGE 2 . 00 Fee summary Charged Paid Credited __ ------- ----- ---------- 99 . 00 00 . 00 Permit Fee Total 99 . 00 00 4 . 00 4 . 00 . 00 00 . 00 Plan Check Total • 00 . 00 Other Fee Total 00 . 00 Grand Total 103 . 00 103 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole ltd Atlantic 13cacb, .F I.., 32233 Ph (904) 247-5826 Fax (904)247-5845 /3 OB ADDRESS: 2 ( �� C- PERMIT# PROJECT VALUE $ (, L/4-0 ' a C� ARi# 3 G t q%4 ee RF,QUIRi'D _Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only 1EW AIR CONDITIONING & HEATING SYSTEM INSTALLATION �. � Air Conditioning: Unit Quantity �_ Tons Per Unit Heat: Unit Quantity`l BTU's Per Unit _ Seer Raring_._-.— •_�_� .... Duct Systems: Total CFM REQUIRED IEPLACEMENT AIR CONDITIONING & H:EATI..NG SYSTEM .INSTALLATION Air Conditioning: Unit Quantity . '.Cons :l''er Unit Heat: Unit Quantity 134'U's Pei, Unit Seer Rating REQUIRED Duct Systems: Total CFM eIRE PREVENTION 3 ,cts of oleo,) Fire Sprinkler System. Quantity (Requires Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Q11antity (11equirtes 3 seta of plans) l,} Commercial Hoots Quantity (Requires 3 sets of plans) (Requires 3 este of Plans) Fire Suppression Systems Quantity tRE PLACES MISCELLANEOUS: Prcllabricatcd Fireplace Qty Automobile .Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING heat Exchanger Quantity of Outlets .Pumps #Vented Wall Furnaces Iterrigcrator Condenser 13"I.Vs # Water Heaters Solar Collection Systems _ Tanks (gallons) -- Wells )THLR: ermit bccoi void if work docs not commence within a six month periud or worle is suspended ur ubundurteil 1`ur six itiimth;;.f he reby c�rtity filar i Love read tis application and know the s:ati�c ti?be trui and 4urrect. All provisions of laws anil ordinances governing this work will be complied with whetlier SP eciftcd or :it The permit dneti nett give suithi,rity tip vinlnte the provisions ol'any other state or local law regulation construction or the puformancc ofcnnstruction. 'roperty Owners Name t tU L'R._M Phone Number 4echwiical. ComPany 'T m- A-- d'c 01..17= Phone W15L�_Fux W355f�— In /��G�dN Ab 1W City Ada t/A� State A-- zip ALO") ;o. Address: �u�t h-V v State Certification/Registration # CACI�i�S ,icense Holder(Print): n,. b t Toturized Signature of License Holler libl dtl°+�'+Sn t: AVVoBefore me thisoM �.Signature ofNotary ic"�-- T,T•d St78SZb8:01 S666228b06 9dJ:WOi'l8 Z7:2T 2T02-9-9nu ;at►,�yyJ'j y Js tt� EARLY POWER AGREEMENT & RELEASE V CITY OF ATLANTIC BEACH Electric power is requested now under the conditions and terms of this fully executed Agreement& Release Job Address: S ') p 1 )kar��,.� Permit No. X 3— 2-16 3 Service Type(Circle One): Overheadndergroun We,the undersigned General Contractor and Electrician,understand and agree: 1. "Early Power" is purely for our construction convenience, it is not required by Codes and does not substitute for Final Inspections or the C/O(Certificate of Occupancyjffiat must be issued before occupancy, and as such is at the discretion of the Building Official. 2. TheCiy of routs Atlantic B rior will illrovaleincludml inspection n er base connections.he early power energizing. All rough inspectionsP Approval, g 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the early electric service. Such action is expressly prohibited and penalized by The City of Atlantic Beach Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service after a twenty-four hour notice. 4. `Early Power"release authority,is the Electrician and/or the Contractor and must not occur before: a. Equipment,devices and fixtures are installed(or blanked off)safely. b. Panel is complete with breakers and cover, and(labeling required at final inspection). c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. e. Meter can is permanently marked with address. f. Temporary address numbers displayed(Permanent numbers are required for C/O). 5. This fully completed form is to be submitted to the Building Department by hand,mail or fax. 6. Future such Agreements will not be accepted from those who violate any one of the above items. CONTRACTOR (��' c�� n�r•cf•� .�h DATE PRINT NAME 001, ELECTRICIAN DATE q ��b 1 3 PRINT NAME 800 Seminole Road,Atlantic Beach FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 http://www.coab.us revised 0130 09