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317 4th St 2014 remodel addition CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD # � ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 vJi3 � Application Number . . . . . 14-00000263 Date 3/13/14 Property Address . . . . . . 317 4TH ST Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 275000 ---------------------------------------- Application desc addition and remodel existing ---------------------------------------- Owner Contractor ------------------------ _ COLABELLA CHRISTING ELIZABETH BOUTWELL DESIGN BUILD 315-317 4TH ST CONTRACTING LLC ATLANTIC BEACH FL 322335343 5153 PIRATES COVE RD JACKSONVILLE FL 32210 (904) 361-8207 --- Structure Information 000 000 ADDITION/ REMODEL Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -----Flood ---- - FloodZoneZONE ------ ------------------- -------------------------------- Permit . . . . . . RESIDENTIAL ADDITION Additional desc . Permit Fee 1005 . 00 Plan Check Fee 502 . 50 Issue Date . . . Valuation 275000 Expiration Date . . 9/09/14 ------------------------------------ Special Notes and Comments Full right-of-way restoration, including sod, is required. 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 NATIONAI ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS 08 PERMIT 19�1�:6VFW-@1s.Y IN ACCORDANCE WITH ALL CITYqW-21TffANggABAVit'CllilliNQlttCES AND THE FLORIDA' BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �Jf3 Page 2 Application Number . . . . . 14-00000263 Date 3/13/14 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 25 . 00 STATE DBPR SURCHARGE 15 . 08 UTIL REV RESIDENTIAL BLDG 25 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1005 . 00 1005 . 00 . 00 . 00 Plan Check Total 502 . 50 502 . 50 . 00 . 00 Other Fee Total 130 . 16 130 . 16 . 00 . 00 Grand Total 1637 . 66 1637 . 66 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ,y UU OPY BUILDING PERMIT APPLICATION FEB 21 2014 FILE C CITY OF ATLANTIC BEACH ?► yea,,ww r,wus < 800 Seminole Road, Atlantic Beach, FL 32233 By Office (904) 247-5826 Fax (904) 247-5845 Job Address: 3174 lh Street Atlantic Beach FL 32233 Permit Number: Legal Description 5-69 16-2S-29E ATLANTIC BEACH Parcel# 169831-0000 i o� Floor Area of Sq.Ft. Sq.Ft Valuation of Work 75 600 Proposed Work heated/cooled 2,555 non-heated/cooled 306 Class of Work (circle one): New dditi Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial esidenti If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No Florida Product Approval # For multiple products use pro uct approva form Describe in detail the type of work to be performed: Renovation and reconfiguration to existing interior structure Addition to front and rear at approximately 1,083 s.f. Property Owner Information: Name: CHRISTINA ELIZABETH_COLABELLA Address: 317 4th Street City Atlantic Beach State FL Zip 32233 Phone E-Mail or Fax #(Optional) Contractor Information: Company Name: Boutwell Design Build Contracting Inc. Qualifying Agent: Bart Boutwell as GC Address: 5353-4 Ramona Blvd. City Jacksonville State FL Zip 32205 Office Phone 904-208-2900 Job Site/Contact Number 904-361-8207 Fax# State Certification/Registration# CGC 1511886 Architect Name&Phone# Engineer's Name&Phone# Marvin Boutwell #4983 (904) 737-2684 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. /certify that no work or installation has commenced prior to the Issuance of a pernut 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 if work is not commenced within months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. 1 understand that separate permits must be ecured for Electrical Work,Plumbing, Signs, Wells,Pools, Furnaces,Boilers, eaters, 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 YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY FOM RECORDING YOUR NOTICE OF CO hereby certify that l have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. Signature of Owner 0,, l � Signature of Contractor Print Name Print Name ...M .~�'.....^'.......................�................ ,r'.s,r..., ...t......Ckkx�l�,-........................................... Sworn to and subscribed before me Sworn o andsubscribed before me this�_Day of v this Day of ,�Ar6�� otary Public ary Public Revi ed ►u Notary Public State of Florida 01.26.10 eyor.ri Notary Public State of Florida :° �� Patricia A Klein Patricia A Klein ;a My Commission DD972863 + my Commission M972863 Expires 03/18/2014 +'n0 Expires 03118/2014 DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDIN DE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: /J'i -ay-14Y Development Size Habitable Space Ick 3 s,1; Non-Habitable 3v6 s oo Impervious area Miscellaneous Information Occupancy Group R-3 Type of Construction V 0 Number of Stories Zoning District 9 3- ;� Max. Occupancy Load Fire Sprinklers Required Flood Zone /1//� Conditions/Comments: MAP SHOWING BOUNDARY SURVEY OF LOT 8, AND THE VEST 20.00 FEET OF LOT 6, BLOG<. 6, PLAT No. 1 SUBGIViSION "H' .ATLANTIC BEACH,, AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF CLIVAL COUNTY, FLORIDA. CERTIFIED T0: aT.e7Rr"' E CHRISTINA ELIZABETH LABELLA PONTE VEDRA TITLE, LLC Fr4FF ECOPY HATHAWAY & REYNOLDS, PA CHICAGO TITLE INSURANCE COMPANY •.•rr,{�s�••s„4i�1'+i -1'arre•.aN`►+1� . i LOT 9 I LOT 7 LOT 5 LOT 3 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 70.00' (DEED) N 83'30'15" E, 04._ 69.90' (MEASURED) 1s0 O.a' D.o 2.4' 2.6• V'FRAME SHE WALL -I� I LOT 6 BLOCK 6 0 I LOT 8 I' z6' .. Lij I BLOCK 6 W 0 Q w .� V) I Q I— a a v 0.0 M I _.tea (0 PAVERS o Cp ` (V o I 1 t' LOT 10 WOOD N I LOT 4 BLOCK 6 OE�K Po yo BLOCK 6 14.0' o•COVERED• n 0 _PATIO U.2' I' A/C 54.0' A/C .11 ' I PAD PAD 3 ONE STORY MASONRY LLJ = n POSTED N _ #315 #317 O LLJ COVERED COVERED 14.8' ENTRY ENTR 14.9' - 8,1 a 0.2' eo 00 - vi 24.3' 0 (D 2.6 0 I 3 Z (n I C a .. I 00 2.7 I .� f.• � • _ I I Qv Lam. 5il :PIAT 30.00• (DEED) I LL1 S 83'45'54" W 1291,87'0(MEASURED) �- CORNER 70.05' (MEASURED) 70.00' (DEED) 4th STREET (40' RIGHT OF WAY) LEGEND: (D = SET 1/2'REBAR PC = POINT OF CURVATURE STAMPED PSM/6146 PT - POINT OF TANGENCY = FOUND 1/2'IRON PIPE NO IDENTIFICATION PRC = POINT OF REVERSE (UNLESS OTHERWISE NOTED) CURVATURE = 4'x4'CONCRETE MONUMENT PCC - POINT OF COMPOUND C = AIR CONO1110NER CURVATURE A/ —x— FENCE O = CONCRETE Ray Thompson SURVEYING, Inc. DESCRIPTION Going the DISTANCE for Yo FANILLIX 4613 Philips Highway,Suite 210 PONTE VEDR TITLE, L.L.L. Jacksonville,Florida 32207 (Phone)904-148-5125 FAN+AH (Fax) 904-448-5178 JOB # 20673 DATE OF FIELD SURVF 3-27-2012 = CERTIFICATE J. NOTES. r 1: BEARINGS ARE BASED ON THE ASSUMED BEARING OF --S Q6'1$QO_t t HEREBY CERTIFY THAT THI IWAG4 NOER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM AL STANDSET FORTH BY THE FLORIDA ALONG THE EASTERLY BOUNDARY LINE OF SUBJECT PARCEL. BOARD OF PROFESSION VEYOF&6444g MAPP ICHAPTER 61G17-6. FLORIDA 2: BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE ADMINISTRATIVE C ANT TO SECTION 47 LORIDA STATUTES. _ _=X=____ AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED: AFFIL 17, 1989, COMMUNITY NUMBER: 120075 PANEL 11001) 3: THIS SURVEY REFLECTS ALL EASEMENTS k RIGHT OF WAY AS PER RECORDED _ PLAT do/OR TITLE COMMITMENT iF SUPPLIED. UNLESS OTHERWISE STATED. NO AYM®RL7EPROMP OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED. 4: THIS SURVEY IS NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATU REGISTERED SURA RAND MAP 6146 6146 :'ATE OF RORIDA AND AUTHENTICATED ELECTRONIC SEAL. LIC 7469 LAND SURVEYS 0 CONSTRUCTION SURVEYS O SUBDIVISIONS City of Atlantic Beach Building Department C nrouted: MBER ng Department.) r� 800 Seminole Road _y Atlantic Beach, Florida 32233-54A5 B Phone(904)247-5826 • Fax( 47-58E-mail: building-dept@coab.us � City web-site: http://www.coab.us APPLICATION REVIEW AND RACKING FORM Property Address: 7 17N De artment review required Yes No Applicant: I' anning &Zonin Tree Administrator Project: �/�"0/7 � �[) p�� �, lic wor Public Safety Fire Services Review fee $ Dept Signatu Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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 Date. TREE ADMIN. Second Review: DApproved as revised. []Denied. P C Comments: BLIC UTILI�I PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach Building Department EM] MBER J 800 Seminole Road ing Department.) Atlantic Beach, Florida 32233-5445 •`� Phone(904)247-5826 • Fax(904)247-5845 ��r;319'� E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / 7 De artment review required q Yes No Applicant: / L anning &Zonin Tree Administrator Project: AM�j g. L mo lic Work Public Safety Fire Services ,Review fee $ Dept Signature - Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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 DepartmentFFirsteview: roved.(Circle one.) ❑Denied. ents: BUILDING PLANNING &ZONING - Reviewed by: Date: TREE ADMIN. Second Review: QApproved as revised. ❑De d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: used 05/14/09 SII I'ir City of Atlantic Beach Building Department APPLICATION NUMBER Seminole Road (To be assigned by the Building Department.) Atlantic .. ntic Beach, Florida 32233-5445 e2'Ps �T Phone(904)247-5826 • Fax(904)247-5845 �ITr E-mail: building-dept@coab.us /C�8 - Date routed: o?/ City web-site: http://www.coab.us APPLICATION REVIEW AN. TR KING FORM Property Address: � N T De artment review re uired Yes No .BL Applicant: I'Id anning &Zonin Tree Administrator Project: /�jQn - � � �� L lic Work Public Safety 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: QApproved. Denied. (Circle one.) Comments: BUILDING >� \ Sl��.�Wit �� cJ� PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: p t Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denie . Comments: Reviewed by: Date: used 05/14/09 City of Atlantic Beach Building Department APPLICATION NUMBER 800 Seminole Road (To be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 1 �P E-mail: building-dept@coab.us Date routed: o�/ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �7N De artment review required Yes No �iU Applicant: �'� anning &Zonin Tree Administrator Project: /�jdn Ted �� lic Work Public Safety Fire Services ;Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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:�h AA -, J__ n 1 BUILDING �f roq �j M" u5 5AP&-n � �Q� ♦ ! 2 P se- 5_4fAj - � PLANNING &ZONING 7g�; Reviewed by: Date: TREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: rised 05/14/09 Map Output Page 1 of I JAXGIS Property Information k FILE COPY '. i4 169831 0114IS 3 Legal Descriptions =t.,,SjfD.0 uafio PAC on ransacfio Map �oil EN V.— Cotic ne ag on aypo 17 15-69 16-2S-29E IN of in I of in onta 169831 OOOC-OLABELLA CHRISTINA ELIZABET��TSTT F2LOAFNTT I C BEACH A NsnhSite nerpns AT2 1,nin A NA NA ace NA NA �A NA LOT 6,LOT 8 BILK Ko. one S, le 33 1.-4— 300' http://maps.coj.net/WEBSITE/DuvalMapsSQL/toolbar-asp 2/24/2014 f.• � � � U y j 'JCA �1 0 ocE Z _ o /�- W m .o' x Nom o U •= Q � 3 GTm Q cCi U G L 1 -a c� a 0 3 3 t 00 14 t 4 G G E CC U = ear a� a a—t ? Or cz 0 CdCdI z .a `w 3 o s t M ' ... L � t t� 00 O J� •o •o L ;� = v :a j s E � E � t 3 V C } a a 0 ' ; 3 W 4 t F 7iTk �.r o ¢ �m � � c x , a 3 o x FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: colabella Builder Name: boutwelI Street: 317 4th st Permit Office: atlantic bch City, State,Zip: atlantic bch ,fl, Permit Number: OPY Owner christina colabella Jurisdiction: FILE C Design Location: FL,Jacksonville ' 1 New construction or existing New(From Plans) 9. Wall Types(1871.3 sqft.) Insulation Area a. Frame-Wood, Exterior R=19.0 1174.70 ft2 2 Single family or multiple family Single-family b.Concrete Block-Int Insul, Exterior R=3.0 696.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (2683.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 2555.00 ft2 b. Knee Wall(Vented) R=19.0 128.00 ft2 6. Conditioned floor area above grade(ft2) 2555 R= ft2 c. N/A Conditioned floor area below grade(ft2) 0 11. Ducts R ft2 7 Windows(315.4 sqft.) Description Area a. Sup:Attic, Ret:Attic,AH:Attic 6 511 a. U-Factor: Dbl, U=0.34 315.44 ft2 SHGC: SHGC=0.34 ft2 12. Cooling systems kBtu/hr Efficiency b. U-Factor: N/A a.Central Unit 48.0 SEER:15.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 48.0 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth: 2.251 ft. 14. Hot water systems Area Weighted Average SHGC: 0.340 Ca 40 gallons a. Electric p 8. Floor Types (2555.0 sqft.) Insulation Area EF:0.920 a. Raised Floor R=0.0 1472.00 ft2 b. Conservation features b. Raised Floor R=30.0 1083.00 ft2 None c. N/A R= ft2 15. Credits None Total Proposed Modified Loads: 47.28 PASS Glass/Floor Area: 0.123 Total Standard Reference Loads: 66.94 I hereby certify that the plans and specifications covered by Review of the plans and O�SNE S('a�� specifications covered by this this calculation are in compliance the Florida Energy calculation indicates compliance Code. €<<.; with the Florida Energy Code. PREPARED BY: Before construction is completedod DATE: this building will be inspected for t? ' compliance with Section 553.908 * �� Florida Statutes. , I hereby certify that this building, as designed, is in compliance e01)W,C with the Florida Energy Code OWNER/AG N - BUILDING OFFICIAL: II 47 3 DATE: - DATE. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection ChecEM LI ��7 0 i�--_ -- Ener Gau e®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 3/7/2014 10:44 AM 9Y 9 PROJECT Bedrooms: 4 Address Type: Street Address Title: colabella Lot# Building Type: User Conditioned Area: 2555 Total Stories: 1 Block/SubDivision: Owner: christina colabella Worst Case: No PlatBook: #of Units: 1 Street: 317 4th st Builder Name: boutwell Rotate Angle: 0 Cross Ventilation: County: duval Permit Office: atlantic bch Whole House Fan: City,State,Zip: atlantic bch , Jurisdiction: f, Family Type: Single-family 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 2555 25550 SPACES Number Name Area Volume Kitchen Occupants Bedrooms ;nf Finished Cooled Heated 1 Main 2555 25550 Yes 10 4 Yes Yes Yes FLOORS F_ # Floor Type Space Perimeter Perimeter R-Value Area alue TileWood Carpet 1 Raised Floor Main ---- 1083 ft2 30 0 0.2 0.8 1472 ft2 0 0 0.2 0.8 2 Raised Floor Main ---- ROOF---- Emitt eck Pitch Roof Gable Roof Solar SA Emitt Tested IDnsul. (deg) # Type Materials Area Area Color Absor. Tested 1 Gable or shed Composition shingles 2857 ft2 640 ft2 Medium 0.96 No 0.9 No 0 26.6 Ptch ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC Vented 300 2555 ft2 N N 1 Full attic CEILING # Ceiling Type Space R Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 2555 ft2 0.11 Wood Main 19 128 ft2 0.11 Wood 2 Knee Wall(Vented) 3/7/2014 10:44 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent S ace CavityR_Vahjp Width Height Sheathing Framing Solar Belowo C)rnt Tn V11all T)/{)E - - p 1 S Exterior Frame-Wood Main 19 47 8 8 381.3333 0.Ft In Ft In Area R-Value Fraction Absor Gr;'dP 23 0.75 0 _ 2 S Exterior Concrete Block-Int Insul Main 3 2 4 8 18.66666 0 0.75 0 3 E Exterior Frame-Wood Main 19 12 6 8 100 ft2 0.23 0.75 0 4 E Exterior Concrete Block-Int Insul Main 3 24 8 8 197.3333 0 0.75 0 5 E Exterior Frame-Wood Main 19 25 8 200 ft2 0.23 0.75 0 6 N Exterior Concrete Block-Int Insul Main 3 35 6 8 284 ft2 0 0.75 0 7 N Exterior Frame-Wood Main 19 18 8 144 ft2 0.23 0.75 0 _ 8 W Exterior Frame-Wood Main 19 18 0 8 144 ft2 0 0.75 0 _ 9 W Exterior Frame-Wood Main 19 25 8 8 205.3333 0.23 0.75 0 10 W Exterior Concrete Block-Int Insul Main 3 24 7 8 196.6666 0 0.75 0 WINDOWS Orientation shown is the entered. Proposed orientation. Overhang Wall -- # Ornt ID Frame Panes NFRC U Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Vinyl Double(Clear) Yes 0.34 0.34 36 ft, 6 ft 0 in 1 ft 0 in None None 2 S 1 Vinyl Double(Clear) Yes 0.34 0.34 20 ft2 6 ft 0 in 1 ft 0 in None None 3 S 1 Vinyl Double(Clear) Yes 0.34 0.34 6 ft2 6 ft 0 in 1 ft 0 in None None 4 E 3 Vinyl Double(Clear) Yes 0.34 0.34 15 ft2 1 ft 4 in 1 ft 0 in None None 5 E 4 Vinyl Double(Clear) Yes 0.34 0.34 12 ft2 1 ft 4 in 1 ft 0 in None None 6 E 5 Vinyl Double(Clear) Yes 0.34 0.34 33.33333 1 ft 4 in 1 ft 0 in None None 7 N 6 Vinyl Double(Clear) Yes 0.34 0.34 6 ft2 1 ft 4 in 1 ft 0 in None None 8 N 6 Vinyl Double(Clear) Yes 0.34 0.34 20 ft2 1 ft 4 in 1 ft 0 in None None g N 6 Vinyl Double(Clear) Yes 0.34 0.34 71.11111 1 ft 4 in 1 ft 0 in None None 10 N 7 Vinyl Double(Clear) Yes 0.34 0.34 15 ft2 1 ft 4 in 1 ft 0 in None None 11 W 8 Vinyl Double(Clear) Yes 0.34 0.34 15 ft2 1 ft 4 in 1 ft 0 in None None 12 W 9 Vinyl Double(Clear) Yes 0.34 0.34 15 ft2 1 ft 4 in 1 ft 0 in None None 13 W 10 Vinyl Double(Clear) Yes 0.34 0.34 6 ft2 1 ft 4 in 1 ft 0 in None None 14 W 10 Vinyl Double(Clear) Yes 0.34 0.34 15 ft2 1 ft 4 in 1 ft 0 in None None 15 S 1 Vinyl Double(Clear) Yes 0.34 0.34 30 ft2 1 ft 4 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 3350.9 183.96 345.96 0.3850 7.8690 HEATING SYSTEM SubtypeEfficiency Capacity Block Ducts # System Type 1 Electric Heat Pump None HSPF:8 48 kBtu/hr 1 sys#1 3/7/2014 10:44 AM gy g Ener Gau e®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block qDucts1 Central Unit None SEER: 15 48 kBtu/hr 1440 cfm 0.75 1 HOT WATER SYSTEM SetPnt Conservation # System Type SubType Location EF Cap Use None 1 Electric None Main 0.92 40 gal 70 gal 120 deg SOLAR HOT WATER SYSTEM Collector Storage FSEC Cert # Company Name System Model# Collector Model# Area Volume FE ft2 None None DUCTS F - Supply---- ---Return --- Air Percent HVAC# # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 511 ft2 Attic 128 ft2 Default Leakage Attic (Default) (Default)% 1 1 TEMPERATURES Programable Thermostat:None Ceiling Fans: 0 Nov Dec Cooling Jan Feb Mar Apr May X Jun X Jul X Au ri $ePOct Nov Dec Heating Jan Feb Mar Apr MayJJun un Jul Aug Sep �X�Oct X�Nov Dec Venting Jan Feb ki Mar �1 Apr � IM ay Hours Thermostat Schedule: HERS 2006 Reference 3 4 5 6 7 8 g 10 11 12 Schedule Type 1 2 78 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78PM 78 78 78 78 78 78 78 78 78 78 78 78 AM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WD) PM 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) PM 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 3/7/2014 10:44 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method PERMIT#: ADDRESS: 317 4th st atlantic bch, fl, 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 thermostatere forcied-abe pfurndaceforis pr ch maseparate ty system and controls cooling system. W programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. er boxes and building cavities which form the Ducts 403.2.2 All ducts, air handlers, filt 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. /o Off/tomer switch required. Gas heainimum thermal efficiency=78/o (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. 3/7/2014 10A4 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 71 The lower the EnergyPerformance Index, the more efficient the home. 317 4th st, atlantic bch, fl, From Plans 9. Wall Types Insulation Area 1. New construction or existing New( ) a. Frame-Wood, Exterior R=19.0 1174.70 ft2 2. Single family or multiple family Single-family b.Concrete Block-Int Insul, Exterior R=3.0 696.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 d. N/A R= ft2 4. Number of Bedrooms 4 Insulation Area 10. Ceiling Types 5 Is this a worst case? No a. Under Attic(Vented) R=30.0 2555.00 ft2 2555 b. Knee Wall(Vented) R=19.0 128.00 ft2 6. Conditioned floor area(ft2) c. N/A R= ft2 Description 2 7. Windows" p Area 11. Ducts R a. U-Factor: Dbl, U=0.34 315.44 ft2 a. Sup:Attic, Ret:Attic,AH:Attic 6 511 SHGC: SHGC=0.34 b. U-Factor: N/A ft2 kBtu/hr Efficiency SHGC: 12. Cooling systems ft2 a.Central Unit 48.0 SEER:15.00 c. U-Factor: N/A SHGC: ft2 kBtu/hr Efficiency d. U-Factor: N/A 13. Heating systems SHGC: a. Electric Heat Pump 48.0 HSPF:8.00 Area Weighted Average Overhang Depth: 2.251 ft. Area Weighted Average SHGC: 0.340 Insulation Area 14. Hot water systems Cap:40 gallons 8. Floor Types 2 a. Electric a. Raised Floor R=0.0 1472.00 ft EF:0.92 b. Raised Floor R=30.0 1083.00 ft2 b. Conservation features c. N/A R= 2 None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building TK�STAJ, Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. ' � d � Date: 7 Builder Signature: � Address of New Home: 3�7 '- S City/FL Zip: 477. 4,*. ,-C. "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 TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Builder Name: boutwell Project Name: colabella Permit Office: atlantic bch Street: 317 4th st Permit Number: City,State,Zip: atlantic bch ,fl , Jurisdiction: Owner: christina colabella Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Batts in narrow cavities are cut to fit, or narrow cavities are filled by Narrow cavities sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed light fixtures are air tight, IC rated, and sealed to drywall. Recessed lighting Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier se arating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fire lace Fire lace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary Project Title: Code Only colabella colabella Professional Version 317 4th st Climate: North atl bch, fl 3/7/2014 Location for weather data: Jacksonville - Defaults: Latitude(30) Altitude(26 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wnbulbF Humidit difference 53 r. 93 F Winter design temperature 32 Summer design temperature 75 F Winter setpoint70 Summer setpoint18 F Winter tem erature difference 38 Summer tem eratudifferenceTotal heatin load calculation 46694 BtuhTotal cooling load calculation 41766 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % o12alc 0.2 Btuh 6000 Total (Electric Heat Pump) 102.8 48000 Sensible (SHR = 0.75) 101.5 12000 Heat Pump + Auxiliary(O.OkW) 102.8 48000 Latent 114.9 48000 Total Electric Heat Pum WINTER CALCULATIONS Winter Heating Load for 2555 s ft Vertfthon(2%) V%Andows(9%) Load Duds(13%) Load corn onent Ceilings(?%) Window total 316 sgft 4084 Btuh Wall total 1871 sqft 7931 Btuh Door total 0 sqft 0 Btuh Ceiling total 2683 sqft 3330 Btuh � Floor total See detail report 7345 Btuh 406 cfm 16956 Btuh Infiltration 6003 Btuh Duct loss Infil.(36%) 45650 Btuh Subtotal ` Floors(16%) Ventilation 25 cfm 1044 Btuh TOTAL HEAT LOSS 46694 Btuh SUMMER CALCULATIONS Summer Cooling Load for 2555 s ft Load com onent Load Window total 316 sqft 3771 Btuh Wall total 1871 sqft 4010 Btuh Door total 0 sqft 0 Btuh Laterd irdernal(6%) W,dows(9%) Verd labon(3%) Ceiling total 2683 sqft 4645 Btuh 1357 Btuh H.cain(„%) Ceilings(11%) Floor total Infiltration 195 cfm 3850 Btuh 4760 Btuh Internal gain a„s(10%) Duct gain 7056 Btuh 25 cfm 495 Btuh Sens. Ventilation Total sensible gain 29944 Btuh Ducts(21%) Floors(3%) Latent gain(ducts) 1514 Btuh Latent gain(infiltration) 7007 Btuh Latent gain(ventilation) 900 Btuh fil(26%) Latent gain(internal/occupants/other) 2400 Btuh Total latent gain 11822 Btuh TOTAL HEAT GAIN 41766 Btuh EnergyGauge®Sys PREPARED BY: Version 8 DATE: For Florida residences only EnergyGauge® FLRCPB v4.5.2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: Code Only colabella colabella Professional Version 317 4th st Climate: North atl bch, fl Reference City: Jacksonville (Defaults) Summer Temperature Difference 18.0 F 3/7/2014 T e Overhang Window Area(sqft) HTM Load YP " WIndOW Pn/SHGC/U/InSh/ExSh/IS Ornt Len H t Gross Shaded Unshade Shaded Unshaded 429 Btuh 1 2,SHGC=0.34,0.34,None,N,H S 1.4ft 1ft. 36.0 36.0 0.0 12 14 239 Btuh 2 2,SHGC=0.34,0.34, None,N,H S Eft. 1ft. 20.0 20.0 0.0 12 14 80 Btuh 3 2,SHGC=0.34,0.34, None,N,H S 1.4ft 1ft. 6.7 6.7 0.0 12 14 179 Btuh 4 2,SHGC=0.34,0.34,None,N,H E 1.4ft 1ft. 15.0 15.0 0.0 12 35 143 Btuh 5 2,SHGC=0.34,0.34,None,N,H E 1.4ft 1ft. 12.0 12.0 0.0 12 35 398 Btuh 6 2,SHGC=0.34,0.34,None,N,H E 1.4ft 1ft. 33.3 33.3 0.0 12 35 72 Btuh 7 2,SHGC=0.34,0.34,None,N,H N 1.4ft 1ft. 6.0 0.0 6.0 12 12 239 Btuh 8 2,SHGC=0.34,0.34,None,N,H N 1.4ft 1ft. 20.0 0.0 20.0 12 848 Btuh g 2,SHGC=0.34,0.34,None,N,H N 1.4ft 1ft. 71.1 0.0 71.1 12 12 179 Btuh 10 2,SHGC=0.34,0.34, None,N,H N 1.4ft 1ft. 15.0 0.0 15.0 12 12 179 Btuh 11 2,SHGC=0.34,0.34, None,N,H W 1.4ft 1ft. 15.0 15.0 0.0 12 35 179 Btuh 12 2,SHGC=0.34,0.34,None,N,H W 1.4ft 1ft. 15.0 15.0 0.0 12 35 72 Btuh 13 2,SHGC=0.34,0.34,None,N,H W 1.4ft 1ft. 6.0 6.0 0.0 12 35 179 Btuh 14 2,SHGC=0.34,0.34,None,N,H W 1.4ft 1ft. 15.0 15.0 0.0 12 14 358 Btuh 15 2,SHGC=0.34,0.34,None,N,H S 1.4ft 1ft. 316 (sqft)30.0 30.0 0 0 12 3771 Btuh Window Total RVle/U-Value Area(sgHTM Load Walls Type - auft) 3.0/0.17 696.6 3.1 2158 Btuh 1 Concrete Blk,-Ext 19.0/0.08 1174.7 1.6 1852 Btuh 2 Frame-Wood-Ext 1871 (sqft) 4010 Btuh Wall Total ft Area s HTM Load Ceilings Type/Color/Surface R-Value ( g ) 30.0 2555.0 1.7 4313 Btuh 1 Vented Attic/DarkShingle 19 0 128.0 2.6 333 Btuh 2 Vented Attic/DarkShingle 2683 (sqft) 4645 Btuh Ceiling Total HTM Load Floors Type R-Value Size 30.0 1083(sqft) 0.1 109 Btuh 1 Raised Wood-Stem Wall 0 0 1472(sqft) 0.8 1249 Btuh 2 Raised Wood-Stem Wall 2555.0 (sqft) 1357 Btuh Floor Total Envelope Subtotal: 13784 Btuh Infiltration Type ACH Volume(cuft)wall area(sqft) CFM= Load 0.28 35770 1871 406.0 3850 Btuh SensibleNatural liance Load Internal Occupants Btuh/occupant Ap 000 4760 Btuh 12 X 230 gain Sensible Envelope Load: 22393 Btuh (DGM of 0.315) 7056 Btuh Duct load Sensible Load All Zones 29449 Btuh Page EnergyGaugeO FLRCPB v4.5.2 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only colabella colabella Professional Version 317 4th st Climate: North atl bch, fl 3/7/2014 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones T2293 Btuh Sensible Duct Load 56 Btuh Total Sensible Zone Loads 49 Btuh Sensible ventilation 495 Btuh 0 Btuh Blower Whole House Total sensible gain 29944 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 7007 Btuh Latent ventilation gain 900 Btuh Latent duct gain 1514 Btuh Latent occupant gain (12 people @ 200 Btuh per person) 2400 Btuh 0 Btuh Latent other gain Latent total gain 11822 Btuh TOTAL GAIN 41766 Btuh EQUIPMENT 48000 Btuh 1. Central Unit # 'Key: window types(Pn-Number of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-window U-Factor or'DEF'for default) (InSh Interior shading device: none(N), Blinds(B), Draperies(D)or Roller Shades(R)) o � (ExSh-Exterior shading device: none(N)or numerical value) (BS-Insect screen: none(N), Full(F)or Half(H)) (Ornt-compass orientation) Version 8 For Florida residences only Page 2 EnergyGaugeO FLRCPB v4.5.2 s CITY OF ATLANTIC BEACH SJ 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 � INSPECTION PHONE LINE 247-5814 oil ). Application Number . . . . . 14-00000263 Date 4/25/14 Property Address . . . . . . 317 4TH ST Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 275000 --------------------------------- Application desc addition and remodel existing ----- -- -------------------------------------------------- Owner Contractor _ _ ------------------------ BOUTWELL IGN COLABELLA CHRISTING ELIZABETH CONTRACTINGSLLC BUILD 315-317 4TH ST ATLANTIC BEACH FL 322335343 JACKSONVILLE 5153 PIRATES COVE RD FL 32210 (904) 361-8207 Structure Information 000 000 ADDITION/ REMODEL Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -----Flood-ZoneZONE --------------- ------------------- ----------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor R & R ELECTRIC COMPANY .00 Permit Fee 103 .40 Plan Check Fee Valuation Issue Date Expiration Date . . 10/22/14 -------------------------------- ---------- --------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. 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. 010 FLORIDA RT ANY UBUILDING SOTRUCTURAL DDE, 2008 AMAGE ATOETHE TO BUILDING R DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS PERF tS- ppRCYV£H()NtV"fN--CC0RIJt\NCE•WTjjr ti.t.�'Ty-0lr lz"PI.-ANTIC BECC' Etr0RD1NANCES AND THE�L6R12 ----- 2 . 00 BUILDIN401-- Fees STATE ELEC DCA SURCHARGE C,s CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD r� ATLANTIC BEACH, FL 32233 J v INSPECTION PHONE LINE 247-5814 J.r31� Page 2 Application Number 14-00000263 Date 4/25/14 --- STATE ELEC DBPR SURCHARGE 2 . 00 Other Fees ----------- ------ ------------------------CharPaidcredited Due Fee summary Charged - -------- _ - . 00 . 00 Permit Fee Total 103 :4000 103 . 0000 00 . 00 Plan Check Total 4 . 00 . 00 . 00 Other Fee Total 4 . 00 00 . 00 Grand Total 107 .40 107 .40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd,Atlantic Beach, FL 32233 Ph(90L247-518126 Fax(904)247-5845 8LP�Oa X03 JOB ADDRESS: h 1-7 ' �k G C.�, PERMIT# NEW SERVICE ❑Overhead ❑ Underground ❑ Underground up Pole ❑Residential(Main) Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps # of Meters ❑Commercial(Main) Service 00-100 amps 0101-150amps 0151-200amps ❑ amps OCT Service amps Conductor Type Size ❑Multi-Family(Main) Service ❑0-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps El Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps 0200amps ❑ amps OCT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 4L_0-30amps 31-100amps 101-200amps Appliances: 2 0-30amps x_31-100amps 101-200amps A/C Circuits: I 0-60amps 61-100amps Heat Circuits: �d # circuits @�_kw Number of Lighting Outlets, Including Fixtures: 1$ OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty ❑Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change [IOH to UG ❑Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction, Property Owners Name Phone Number Electrical Company �Q-�C{ � �/'�'��Z�) �—/ Office Phone 7 ( 7 SS_ Fax (Al �� �4S City ,A��State�Zip Co.Address: License Holder(Print): . I /�. S to Certification/Registration# �0000 I'S 11 Signature of License Holder GGA le- Notarized �J Sworn and subscribed before me this day of 20 Signature of Notary Public MARVIN BOUTWELL W"M"/& em 2800 Madrid Avenue East Jacksonville Florida 32217-2763 Phone(904)737-2684&FAX Or(904)733-7710 Registration Special Inspector 0760 Florida 4983 May 21, 2014 Mike Jones Building Official Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 RE: Permit Number 14-0263; 317 4' Street Atlantic Beach; Colabella Residence Mr. Jones: I have reviewed the field changes regarding the use of Boise Cascade's I-Joist product in lieu of dimensional lumber with interior piers. The 9 '/z inch depth BCI 6000 1.8 joist is not only a suitable and approved replacement for this application, but allows for the removal of interior piers and beams. The span ratings for this product exceeed that which is installed in the field for a residential floor system design of 40# LL and 10#DL, while adhereing to a live load deflection limited to L/480 (Code minimum is L/360). Further the 1-1/8 inch rim board vertical load capacity of 4400plf under a uniform load condition exceeds the design criteria for this installation in both the perpendicular and parallel directions as related to the joist. The Simpson IUS2.37/9.5 joist hangers are an approved framing connector for both this product and installation method. In summary, I approve of the changes made and see no issue with the installation. Should you have further questions or concerns please feel free to contact me. ��ansmnrnpn� Respectfully, o��N•BUT ` ••' -ENS Marvin Boutwell, PE No.4983 mb/db .o:• STATE OF Q \colabella file �O�••.•F�OR,O;'•••;�k' enc. ICC-ES Evaluation Report(ESR-1336) `rs'/QNAI��� Mfgr. Supporting Technical Docume�_—_-, REVIEWED FOR CODE COMPLIANCE ' CITY OF A'TLA, C 3LACTi y SEEPBRNIM FOt ADDITIONAL FILE COPY REOU111EMENTI- -, D CONDITIONS. DATE: ? !y'L`pr��� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000263 Date 5/16/14 Property Address . . . . . . 317 4TH ST Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 275000 -------------------------------------------------------------------- Application desc addition and remodel existing ------------------------------------------------------------------ Owner Contractor - ------------------------ ----------------------- COLABELLA CHRISTING ELIZABETH BOUTWELL DESIGN BUILD 315-317 4TH ST CONTRACTING LLC ATLANTIC BEACH FL 322335343 5153 PIRATES COVE RD JACKSONVILLE FL 32210 (904) 361-8207 --- Structure Information 000 000 ADDITION/ REMODEL Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -----Permit . . . . . . PLUMBING PERMIT Additional desc 17 FIXTURES NEW Sub Contractor DREW HARTMANN PLUMBING, INC. Permit Fee 174 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date . . 11/12/14 ------------------------------------------------------ Special Notes and Comments Full right-of-way restoration, including sod, is required. 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 *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS PERMI-T-IS-AppR0VtD-0NL-N'-1N-AEeQRDANeE!- ' rM AY.t Y:YI'Y-(7F-riTLAN-nC BEAT-n-MM ANCES AND-rnE TC6Rl6A BUILDIN((jl 1� Fees STATE PLBG DCA SURCHARGE 2 . 61 r �jy `1rf CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s) ATLANTIC BEACH, FL 32233 J INSPECTION PHONE LINE 247-5814 Bit I Page 2 Application Number . . . . . 14-00000263 Date 5/16/14 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DBPR SURCHARGE 2 . 61 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 174 . 00 174 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 5 . 22 5 . 22 . 00 . 00 Grand Total 179 . 22 179 . 22 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 JoB ADDRESS: l / / f� S �— PERMIT# NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub 2 Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet _ Hose Bibs _ Urinal Kitchen Sink Vacuum Breakers Laundry Tray _�_ Water Connected Appliances Lavatory _ Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well **SJR WD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name ��a 4r✓SO< Phone Number Plumbing Company 419-111i `(//r1 /0-fice Phone �5�3 �O°d Fax, Co. Address: CeC//¢'O�f l� Gt City — State /Z:;CZip -?PZ66'X License Holder(Print): �i e �-St to Certification/Registration# C%C /�ZS6 7f Notarized Signature of License Holder ' Before me this day of 20 Signature of Notary Public Ridgway Roof Truss Company (Trusses and Prefabricated Building Components) Mailing: P.O. Box 1309 — Gainesville, Florida 32602 Physical: 235 SW 11 th Place — Gainesville, Florida 32601 Telephone: (352) 376-4436 Email: Sales @ RidgwayTruss.com FAX: (352) 371-3316 www.RidgwayTruss.com WA ING C= .' 3 � C K 4 ¢ ES MUST BE THESE TRUSS HANDLED AND ERECTED ACCORDING TO BCS SHEETSRN SUMMARY- o , http://www.sbcindustry.docs/06_bcsi_booklet final. of SEE TABLE OF CONTENT ww� DESIGN MANUAL U PROJECT NAME: Collabella Addition JOB NUMBER: CONTRACTOR: Boutwell Design Build Contracting, LLC DATE: 06/11/2014 irt REVISIONS: COMMENTS: Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek 10 RE: 140393- ROOF DESIGN INFO MITek USA, Inc. 6904 Parke East Blvd. Site Information: Tam a,F 3Additi 15 Model: - Customer Info: BOUTWELL DESIGN BUILD CONTRACTING LLC Project Name: Coll�el�a Lot/Block: - Subdivision: - Address: City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010 Design Program: Online Plus 30.0.023 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 7 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 11 IT6358341 J R1 16/11/014 12 I T6358342 J R2 16/11/0141 13 IT6358343 J R3 16/11/014J 14 IT6358344 JR4 16/11/014 J 15 IT6358345 JR6 16/11/014� 16 IT6358346 JR7 16/11/0141 17 IT6358347 J R8 1 6/11/014 The truss drawing(s)referenced above have been prepared by MiTekA. Industries, Inc.under my direct supervision based on the parameters �s�� provided by Ridgway Roof Trusses. �.�� � �� �•'.;�� Truss Design Engineer's Name: Albani, Thomas - NQ 39380 My license renewal date for the state of Florida is February 28, 2015. CC Z • IMPORTANT NOTE:Truss Engineer's responsibility is solely for STATE OFA design of individual trusses based upon design parameters shown 1.;ot\ .,� p,: on referenced truss drawings. Parameters have not been verified s�,r�S•L O F1��•- 0' as for file pre ere ce only and has nr any use. Any ot been used inon 1preparon ing design.pecified *�� ?��� Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, FL Cert. 6634 per ANSI/TPI-1, Chapter 2. June 11,2014 Albani,Thomas 1 of 1 Table of Contents 1.General Notes 2.WTCA 1- 1995 ( Standard Responsibilities in the Design Process involving Metal Plate Connected Wood Trusses) 3.Engineering (insert) 4.Layout of Truss Placement Plan (insert) s. Jobsite Package w/ BCSI B-1, B-2, B-3 and B-4( Handling, Installing and Bracing Information) http://www.sbcindustry.com/docs/06-bcsi-booklet-final.pdf 6.Standard Chord and Web Repairs 7.Examples of Permanent Web Bracing ROBBINS ENG . GENERAL NOTES & SYMBOLS PLATE LOCATION PLATE SIZE LATERAL BRACING --I 1� 108 Center plates on joints 6.3 x 8.8 The first dimension is the 1x4 continuous lateral bracing unless otherwise noted in width measured perpen- attached with(2)8d nails each plate list or on drawing• dicular to slots. The second member where indicated or 2x4 Dimensions are given in dimension is the length "T"or"L"brace stiffener if inches(i.e.1 1/2"or 1.5")or measured parallel to slots. applicable nailed flat to edge of IN-16ths(i.e.108). web with 12d nails spaced 8"o.c. "T"or"V brace must be extended at least 90%of web length. PLATE ORIENTATION DIMENSIONS BEARING When shown,indicates 6-08-08 All dimensions are shown in When truss is designed to direction of sloes in I~—� I1�T-SX(i.e.6'8 1/2"or bear on multiple supports, connector plate. 708 6-08-08). Dimensions less interior bearing locations ' than one foot are shown in should be marked on the IN-SX only(i.e.708). truss. Interior support or 0 temporary shoring must be in place before erecting this truss. If necessary,shim bearings to assure solid contact with truss. ROBBINS LOCK connector plates (20 ga. gale steel Trussed Rafters. Robbins Eng. Co. bears no ASTM A653 SS Grade 40) shall be applied on both responsibility for the erection of trusses,field bracing faces of truss at each joint. Center the plates, unless or permanent truss bracing. Refer to HIB-91 as shown otherwise by circles (o) or dimensions. No published by the Truss Plare Institute,583 D'Onofrio loose knots or wanes in plate contact area. Splice Drive,Suite 200,Madison,Wisconsin 53719. Persons only where shown. Overall spans assume 4"bearings erecting trusses are cautioned to seek professional at each end, unless indicated otherwise. Cutting and advice concerning proper erection bracing to prevent fabrication shall be performed on equipment which toppling and"dominoing". Care should be taken to produces snub fitting joints and plates. Unless prevent damage during fabrication,storage,shipping otherwise noted, moisture content of lumber shall and erection. Top and bottom chords shall be not exceed 197o at time of fabrication and these adequately braced in the absence of sheathing or rigid designs are not applicable for use with fire retardant ceiling, respectively. It is the responsibility of others lumber. This design was prepared in accordance with to ascertain that the design loads utilized on this "National Design Specifications for Stress-Grade draNwing meet or exceed the actual dead loads Lumber and Its Fastenings" (AFPA), "Design imposed by the structure and the live loads imposed Specifications for Light Metal Plate Connected Wood by the local building code or historical climatic records. Trusses" (TPI),and HUD Design Criteria for FURNISH A COPT'OF THIS DESIGN TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF BUILDING DESIGNER TO REVIEW THIS DRWG. &VERIFY THAT DATA INCLUDING DIM. & LOADS CONFORM TO ARCH. PLAI\t/SPECS& FAB.TRUSS LAYOUTS. CORPORATE HEADQUARTERS P.O.Boa 280055 Tampa, FL 33682-0055 800-282-1299 • Fax: 813-971-6117 1 Wood Truss Council of America Wqr1 A Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses WTCA 1 -1995 Developed by the WTCA Engineering Review Committee in cooperation with the Truss Plate Institute The Wood Truss Council of America publishes standard practice materials prepared and edited by knowledgeable authors from the construction industry to give as much assistance as possible to owners,architects,engineers,contractors,building officials, and others involved in the metal plate connected wood truss industry.The competence of the authors ensures accurate and authoritative information in regard to the subject matter covered, but, of course, neither the Wood Truss Council of America, nor the authors make either express or implied warranties in regard to the use of the materials. 1.0 SCOPEAND DEFINITIONS 1.1 This standard defines the design responsibilities of the bracing, anchorage, connections and field individuals and organizations involved in the preparation, assembly. The term "Contractor"shall include submittal, review and approval of each Truss Design those subcontractors who have a direct contract Drawing and Truss Placement Plan associated with the with the Contractor to perform all or a portion use of metal plate connected wood trusses. These of the storage, handling,and installation of the ` guidelines are presented as industry standard practice.The trusses. guidelines are not intended to preclude alternate provisions as agreed upon by the parties involved. 1.2.5 "Engineer-of-Record"shall mean the registered professional engineer responsible for the 1.2 The following definitions shall apply: structural design of the structure and who 1.2.1 "Architect"shall mean the individual registered produces the structural drawings included in the architect responsible for the architectural design Construction Design Documents. of the structure and who produces the 1-2.6 "Owner" shall mean the individual or architectural drawings included in the organization for whom the structure is designed. Construction Design Documents. 1.2.7 "Truss" is an individual metal plate connected 1.2.2 "Building Designer" is the individual or wood structural component manufactured by the organization having responsibility for the overall Truss Manufacturer. building or structure design in accordance with the state's statutes and regulations governing the 1.2.8 "Truss Designer" is the design professional, professional registration and certification of - individual or organization,having responsibility architects or engineers. This responsibility for the design of metal plate connected wood includes but is not limited to foundation design, trusses.This responsibility shall be in accordance with the state's statutes and regulations governing structural member sizing,load transfer,bearing the professional registration and certification of conditions,and the structure's compliance with architects or engineers. Also referred to as truss the applicable building codes. Also referred to engineer, design engineer, registered engineer, as registered architect or engineer, building designer, and registered building designer, but and engineer,but hereinafter will be referred to hereinafter will be referred to as Building as Truss Designer. Designer. 1.2.9 "Truss Design Drawing"shall mean the graphic 1.2.3 "Construction Design Documents" are the depiction of an individual Truss prepared by the architectural drawings, structural drawings, Truss Designer. mechanical drawings, electrical drawings, and 1.2.10 "Truss Manufacturer"shall mean an individual any otherdrawings,specifications,and addenda or organization regularly engaged in the which set forth the overall design of the structure manufacturing of Trusses. and issued by the Building Designer. 1.2.11 "Truss Placement Plan" is the drawing 1.2.4 "Contractor" shall mean the individual or identifying the location assumed for each Truss organization responsible for the field storage, based on theTruss Manufacturer's interpretation handling, and installation of trusses including, of the Construction Design Documents. but not limited to,temporary bracing,permanent 3 2.0 OWNER RESPONSIBILITIES 2.1 Directly or through its representatives,which may include Truss Design Drawing and Truss Placement Plan; and the Contractor and/or Building Designer;(a)review and (d)coordinate the return of each approved Truss Design approve each Truss Design Drawing; (b) review and Drawing and Truss Placement Plan to the Truss approve theTruss Placement Plan;(c)resolve and approve Manufacturer prior to truss manufacturing. all design issues arising out of the preparation of each 3.0 BUILDING DESIGNER RESPONSIBILITIES 3.1 Design a structure suitable to ensure that the intended 3.2.8 Proper transfer of design loads affecting the function of eachTruss is not affected by adverse influences Truss;and including, but not limited to, moisture, temperature, 3.2.9 Adequate connections between Truss and non- corrosive chemicals and gases; Truss components, except as noted in Section 3.2 Prepare the Construction Design Documents,showing all 6.2.9. trussed areas, which must provide as a minimum the 3.3 Review and approve the Truss Placement Plan and each following: Truss Design Drawing for conformance with the 3.2.1 All truss orientations and locations; requirements and intent of the Construction Design Documents,the effect of eachTruss Design Drawing and 3.2.2 Information to fully determine all truss profiles; Truss Placement Plan on other parts of the structure,and 3.2.3 Adequate support of the Truss and all truss the effect of the structure on each Truss. bearing conditions; 3.4 Specify permanent lateral bracing where indicated by the 3.2.4 Permanent bracing design for the structure Truss Designer on theTruss Design Drawings,to prevent including the Trusses,except as provided in 3.4 buckling of the individual truss members due to design and 6.2.12. loads. The Building Designer shall specify how the permanent lateral bracing is to be anchored or restrained 3.2.5 The location,direction and magnitude of all dead to prevent lateral movement if all truss members, so and live loads applicable to eachTruss including, braced,buckle together. This shall be accomplished by: but not limited to, loads attributable to: roof, (a)anchorage to solid end walls;(b)permanent diagonal floor,partition,mechanical,fire sprinkler,attic, bracing in the plane of the web members; or (c) other storage,wind,snow drift and seismic; means when demonstrated by the Building Designer to 3.2.6 All Truss anchorage designs required to resist provide equivalent bracing. uplift,gravity,and lateral loads; . 3.2.7 Allowable vertical and horizontal deflection criteria; 4.0 CONTRACTOR RESPONSIBILITIES 4.1 Provide to the Truss Manufacturer the Construction 4.4 Provide the approved Truss Design Drawings,approved Design Documents and all revisions and supplements Truss Placement Plans,and any supplemental information thereto. provided by the Truss Manufacturer to the individual or 4.2 Review and approve the Truss Placement Plan and each organization responsible for the installation of theTrusses. Truss Design Drawing for conformance with the 4.5 Comply with the field storage, handling, installation, requirements and intent of the Construction Design permanent bracing, anchorage, connections and field Documents, and the effect of the Truss Placement Plan assembly requirements of the Construction Design and eachTruss Design Drawing on other trades involved Documents. in the construction of the structure and the effect of the 4.6 Determine and install the temporary bracing for the other trades on the Trusses. structure,including the Trusses. 4.3 Coordinate the review,approval and return of eachTruss Design Drawing and the Truss Placement Plan by the Owner and Building Designer. 4 5.0 TRUSS MANUFACTURER RESPONSIBILITIES 5.1 Communicate the design criteria from the Construction 5.3 Submit to the Contractor the Truss Placement Plan, as Design Documents to the Truss Designer. may be required, and each Truss Design Drawing for 5.2 Where required by the Construction Design Documents, review and approval. prepare theTruss Placement Plan,providing as a minimum 5.4 Manufacture the Trusses in accordance with the final the location assumed for each Truss based on the Truss approvedTruss Design Drawings using the quality criteria Manufacturer's interpretation of the Construction Design for Metal Plate Connected Wood Trusses established by Documents. the ANSI/TPI 1-1995 "National Design Standard for Metal Plate Connected Wood Truss Construction" 6.0 TRUSS DESIGNER RESPONSIBILITIES 6.1 Prepare the Truss Design Drawings in conformance with 6.2.6 Each reaction force and direction; the requirements set forth in the latest approved edition ofANSI/TPI 1-1995"National Design Standard for Metal 6.2.7 Metal connector plate type, size, thickness or Plate Connected Wood Truss Construction." gage,and the dimensioned location of each metal connector plate except where symmetrically 6.2 For each Truss Design Drawing,set forth as a minimum located relative to the joint interface; the following: 6.2.8 Lumber size, species, and grade for each 6.2.1 Slope or depth,span and spacing; member; 6.2.2 Location of all joints; 6.2.9 Connection Requirements for: 6.2.3 Required bearing widths; (a) Truss to Truss girder; 6.2.4 Design loads as applicable: (b) Truss ply to ply;and 6.2.4.1 Top chord live load (including snow (c) Field splices; loads); 6.2.10 Calculated deflection ratio and/or maximum 6.2.4.2 Top chord dead load; deflection for live and total load; 6.2.4.3 Bottom chord live load; 6.2.11 Maximum axial compression forces in theTruss 6.2.4.4 Bottom chord dead load-, members to enable the Building Designer to design the size, connections and anchorage of 6.2.4.5 Concentrated loads and their points of the permanent continuous lateral bracing. Forces application;and may be shown on the Truss Design Drawing or 6.2.4.6 Controlling wind and earthquake on supplemental documents;and loads; 6.2.12 Required permanent Truss member bracing 6.2.5 Adjustments to lumber and metal connector plate location. design values for conditions of use; 7.0 OTHER RESPONSIBILITIES 7.1 Any party who cuts or damages a truss shall be responsible for securing the engineering required for the repair and for subsequent costs. CouncilWood Truss WTCA is committed to promoting the common interests of all engaged in the manufacture of wood trusses and related components to ensure growth, continuity, and increased professionalism in our industry. Fundamental to this is promoting the safe,economic,and structurally sound use of trusses in all applications. 5 ,moi c ap' �°u " • °o P c c ` N°i u `QI '�. 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Dc r F s� IN qq... a~ooe.S� 300'= - 9s. : ONLINE PLUS GENERAL NOTES & SYMBOLS 108 PLATE LOCATION FLOOR TRUSS SPLICE LATERAL BRACING ( 3X2 4X2 6X2 ) Designates the location for Center plates on joints I continuous lateral bracing(CLB)for unless otherwise noted support of individual truss members in plate list or on drawing. only.CLBs must be properly Dimensions are given in anchored or restrained to prevent inches(i.e. 1 1/2"or 1.5") simultaneous buckling of adjacent or IN-16ths(i.e. 108) (W) =Wide Face Plate truss members. (N) =Narrow Face Plate PLATE SIZE AND ORIENTATION DIMENSIONS BEARING When truss is designed to The first dimension is All dimensions are shown in bear on multiple supports, 3x5 11 FT-IN-SX i.e.6'-8.5"or the width measured ( interior bearing locations perpendicular to slots. 6-08-08).Dimensions less should be marked on the 1111 The second dimension is than one foot are shown truss.Interior support or the length measured in IN-SX only(i.e.708). temporary shoring must be parallel to slots.Plate in place before trusses are orientation,shown next 6-08-08 W=Actual Bearing installed.If necessary,shim to plate size,indicates Width(IN-SX) bearings to assure solid direction of slots in708 R=Reaction(lbs.) contact with truss. connector plates. U=Uplift(lbs.) Metal connector plates shall be applied on both faces Mitek Industries Inc. bears no responsibility for the of truss at each joint. Center the plates,unless erection of trusses, field bracing or permanent indicated otherwise. No loose knots or wane in plate truss bracing. Refer to "Building Component Safety contact area. Splice only where shown. Overall spans Information" (BCSI 1) as published by Truss Plate assume 4"bearing at each end,unless indicated Institute, 218 North Lee Street, Suite 312,Alexandria, otherwise. Cutting and fabrication shall be performed Virginia 22314. Persons erecting trusses are cautioned using equipment which produces snug-fitting joints and to seek professional advice concerning proper erection plates. Unless otherwise noted, moisture content of bracing to prevent toppling and" dominoing". Care should be taken to prevent damage during fabrication, lumber shall not exceed 19%at time of fabrication and storage, shipping and erection. Top and bottom chords the attached truss designs are not applicable for use shall be adequately braced in the absence of sheathing with fire retardant lumber and some preservative or rigid ceiling, respectively. It is the responsibility treatments. Nails specified on Truss Design Drawings others to ascertain that design loads utilized on these refer to common wire nails, except as noted.The attached design drawings were prepared in accordance drawings meet or exceed the actual dead loads imposed by the structure and the live loads imposed W the local with" National Design Specifications for Wood Construction" (AF&PA), "National Design Standard building code or historical climatic records. When truss for Metal Plate Connected Wood Truss Construction" hangers are specified on the Truss Design Drawing, (ANSI/TPI a and HUD Design Criteria for Trussed they must be installed per manufacturer's details and specifications. Rafters. FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER. MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTekS Tel: 813-972-1135 Fax: 813-971-6117 JOBSITE PACKAGE1 IMPORTANT DOCUMENTS ENCLOSED PLEASE REVIEW AThe handling, storing, installing, restraining and diagonal bracing of structural building com- ponents requires specialized training, clearly implemented procedures, and careful planning and communication among the contractor, crane operator and installation crew. Handling and installing components without appropriate training, planning and communication greatly increases the probability of an accident resulting in property damage, serious personal injury and/or death. Prior to component installation,the documents should be examined and disseminated to all appropriate personnel, in addition to proper training and a clear understanding of the installation plan, any applicable fall protection requirements,and the intended restraint and bracing requirements.Trusses over 60 feet in length are very dangerous to install and may require com- plex temporary and permanent bracing. Please consult a Registered Design Professional. Examine the building,the building's structural framing system, bearing locations and related installation conditions.Begin compo- nent installation only after any unsatisfactory conditions have been corrected. Do not cut, modify or repair components. Report any damage before installation. The enclosed documents are offered as minimum guidelines only. Nothing contained in this jobsite package should be construed in any manner as expanding the scope of responsibility of, or imposing any additional liabilities on, the component manufac- turer. EI manejo, almacenamiento, instalaci6n, restricci6n y arriostre diagonal de componentes estructurales de construcci6n requieren entrenamiento especializada, procedimientos claramente implementados y planificaron y comunicaci6n clara entre el contratista, operador de grua, y los obreros de instalaci6n. EI manejar a instalar los componentes sin entrenamiento suficiente, planificaci6n y comunicacion adecuadas aumenta la probabilidad de un accidente que resulta en dareo a propiedad, herida seria o muerte. Antes de la instalaci6n de componentes, los documentos adjuntos deben ser examinados y difundidos a todo el personal apro- piado, ademas del entrenamiento pertinente y un claro entendimiento del plan de instalaci6n, de todo requisito aplicable de la protecci6n contra la caida y de los requisitos previstos de arriostre y restriccion. La instalaci6n de trusses mas de 60 pies de largo es muy peligrosa. Consulte a un Profesional de Diseno Registrado. Examine la estructura, el sistema armaz6n estructural de edificio, ubicaciones de soporte a las condiciones de instalaci6n cor- respondientes y comenzar con la instalaci6n de los componentes solo despues de haber corregido toda condici6n insatisfactoria. No corte, modifique ni repare los componentes y informe cualquier dano descubierto antes de proceder a la instalaci6n. Los documentos adjuntos se ofrecen solamente como directrices minimas. Nada de to incluido en este paquete debe interp- retarse de manera que exceda el alcance de la responsabilidad del fabricante de componentes, ni en forma tal que imponga responsabilidades adicionales sobre este. j, To view a non-printing PDF of this document, visit www.sbcindustM.Com/bobsitecs. BCSI•B1 SUMMARY SHEET GLIDE FOR HANDLING INSTALLING RESTRAINING AND BRACING OF TRUSSES ' SPANS OVER_64'.MAY_REWRECOMPLEX PERMANE7 BRACING. PLEASE ALWAYS CONSULT A PROFESSIONAL ENGIIdEE I GENERAL NOTES NOTAS GENERALES RECOMNGRECOMMENDAALEVANORTRUSUETESDES RECOMENDAQONES PARA LEVANTAR PAQUETES DE TRUSSES. Toasts are riot marked in arty way to identify Los trusses no estin marcados de ningbn modo que the frequency or laxation of temporary lateral identlfique!a frecuencia o localization de restrio i6n lateral Warning!Don't over the crane. restraint and diagonal bracing.Follow the y arnostre diagonal temporales.Use las recomerdadones iAdvertencta!iNo sobrecargue la grua! ticpnmendations for handling,WLUII!rrg and cie mango,instalad6n,restrica6n y amostre temporal de Never use banding alone to lift a bundle. temporary restraining and bracing of trusses. los trusses.Vea el fdleto BC51 •iia Buena Practice Do not lift a group of individually banded bauxites. Refer to RCSl Grine m ,rod Practice for C' PI Mariebo Insralaaon xin[[idn v Arriostre de lo< I Handling.Installi -R strairuno&Bracina of T•"•� -'i^Madera Conecmdos can Plaras de Metal'** Nunca use sob los empaques para levantar on paquete. Metal Plate Connected Wood Trusses—for para infomnacion mas detallada. No levan[e on grupo de paquetes empaqueandos more detailed Information. individualmentes. j Los dibujos de a"re"a de los trusses potato espedficar las bcaltmaones de restrk lateral permanente o refuerzo I"7r A single lift point may ice used tot bundles Truss Design Drawkgs may specify locations Of pemranent lateral restraint or reinforcement for en los miembros individuales del truss.Vea la hoja reWmen L!with trusses UP to 45'. a Warning!Do not over load supporting individual truss members. Refer m the BSS: BCSI-Bt-DZestmi6n/Amostre Permanente de erdas Two lift paints may be used for bundles wit1i ng� Rz c,..e.. Shed - Permanent Restraint/ vMiemhros 4rundanos*'• para mas infor adon. EI trusses up t0 60', structure with truss bundle. Brads of Chords&Web Members—for more resto de los dtsenos de arriostres permarlentes son la Use at least 3 lift points Itr bundies wr"i iAdvertencia!No sobreorgue la estructura I information.All other permanent bracing design resoonsabilidad del Dhseiiada del Edifiicio. trusses greater than 60'. apcyada con el Paquette de trusses. is the responsibility of the Building Designer. Puede user un solar lugar de levantar para paquetes de trusses hasta 45 pies. [71 Place truss bundles in stable positron. Q The consequences of improper handling,erect- '` Pose paquetes de trusses en unix sic ort equ P 9 Puede usar dos puntos de levantar para �'` j ing,installing,restraining and bracing can result I F paquetes hasty 6( res, esCabk. in a collapse of the structure,or worse,serious Use por to menos tips puntos tie levantar para personal injury Or death. 1 paquetes mas de 60 pies. El resuitado de un manejo,levantam trio, INSTALLATION OF SINGLE TRUSSES BY HAND instalacion,restriction y arrisotre incorrecto puede INSTALACIUN DE TRUSSES INDIVIDUALES POR LA MANO ser ba caida de la estructura o aun peor,heridos o muertos. Trusses 20' Trusses 30'or or less,sup- r less,support at r Q Banding and truss plates have sharp edges.Wear Bort at peak. q:rart�points. de gloves when handling and safety glasses when soporte SopOrte cutting banding. def Pa los in cuartos ' trusses de de tramo los Empaques y placas de metal Herren border 20 pies o I�Trusses up to 20' -�I trusses de 30 I Trusses up to 30' -►I afiladas.Lleve quarries y Dentes mens.mends. Trusses Basta 20 pies p protectores ctwndo pie,o es. Trusses hasta 30 pies cone los empaques. HOISTING OF SINGLE TRUSSES—LEVANTAMIENTO DE TRUSSES INDIVIDUALES HANDLING — MAN EJO , Hold eat.truss in position with the erection equipment until top chord temporary lateral restraint Q is Installed and the truss Is fastened to the bearing rywits. Avoid lateral bending.—Evlte la Flexion latera". Use special care in Utilice cuidudo Sostenga sada truss en pOsirion can equips de gnia hasty que la restrlrck n lateral temporal de la r windy weather or especial en dias cuerda superior este instalado y el truss esta asegurado en lx soportes. near power lines ventosos o cera de and airports, cables eicctricos o de Q Warning!Using a single pick-point at the peak aeropuertos. I can damage the truss. iAdverterxia!EI use de tin solo lugar en el pito para levantar puede hater dano at truss. Spreader bar for truss HOISTING RECOMMENDATIONS FOR SINGLE j TRUSSES 80 or im ©The contractor is responsible for properly RECOMENDAQONES PARA LEVANTAR TRUSSES receiving,unloading and storing the trusses O O INDMDUALES l at the jobsde. App"... EI contratisla tierce la responsabilidad de Q Use proper rig- Use equipn apropiado m,cs seri Din and holatl para levantar a Tatil.- rausaES or m EO' recibir,descargar y almacenar adecuada- 9 ng Pa — mente los trusses en la obra. equipment, improvisar. r TRUSSES HASTA ab Pres Attach l•Oat. spreader bar to O.C. Dann to move rx siillDank max. •�z �.x;:�.., � \ s".:a::a ?Id Wnu IenpCi "I mio-heignt t rRussEs uP To sD� � z 3 rs TRUSSES NASTA 60 PEES iso Sweader bar 23 to 3/4 h SS tenpin r >..r� T99lkne'1 i Illy— TRUSSES UP TO AND OVER 69' If trusses are to be stored honzontaAy,Plate TRUSSES HASTA T SOME 60 PIES i blocking of sufficient height beneath the - stackof trusses at8'tol0'oncerter. pontsore Noalmatene TEMPORARY RESTRAINT & BRACING For trusses stored for nate than ate week, unWaced bundles verticalrnente los RESTRICCION Y ARRIOSTRE TEMPORAL cover bundles to prevent moisture gain but upright, trusses sueltos. allow for ventilation. Refer to SCSI-P7 Summary Sheet-Truss Refer to SCSI Culde to C+r+d Practice for ,.... dation&Temporary RMBIUMMUMTM`* *72A Chord Temporary • Hardfin .Installing.Reshaimn0&Braci�w for more mfomtation. al Restraint of McL'I Plate Cpnnegied vJood Trusses*** - (TCmi.fa more detailed information pertaining toVea el resumer B.Slion demin.tundling anti yrbsfte storage Of trusses. =N, Tgsses v Restric idn/Arrastre Temooraj— para mas!nfomtactml. Si los trusses estarAn guardrdos horizon- 17(locate grdRmd braces for first truss directly intaimente,ponga bloqueando de Altura line with all roves of top chord temporary fat- suhnente detras ale la pila de los trusses a$ eral restraint(see table in the next column). hasty 10 pies en ei centre. Do not store on No ahnacene en Coloque los amostres de tiers para el primer Para trusses guardados dor mas de una uneven ground. Cierra desigual. truss dare tamente en linea con cads una de Brace first truss se rnkrEa,cobra los paquetes para pievc>,ttr _ las fllas de restriction lateral temporal de fa .4 securely before ; sernento ale humedad Pero perm is venni- cuerda superior(yea la tabla en la pr6idma erection of additional '' columna). trusses. laclon. Vea el fo8cto RCULUi1.��actica Do not walk on unbraoed Dara D Mlati6n.Restriccl6n v Ar ;�„�_; ..m ,. `y trusses. r _ __T-..•..... u.-we.-�l'n.wrtarinc No amine en Busses PLa2�de Metal*•*.para inftxmacidn mas sueltos. . cfetahada sobre el manejo V almatenado de los trusses en area de trabajo. —1IOJ VANOS MAS DE 60'PIES PUEDEN REQUERIR ARRIOSTRE PERMANENTE COMPLEY FOR FAVOR,SINPRE CONSULTE A UN INGENIERO PROFESSIONAL BCSI•B1 SUMMARY SHEET GUIDE FOR HANDLING INSTALLING RESTRAINING AND BRACING OF TRUSSES SPANS.O.VaW MAY_REQUIRE_COMPLEX PERMANEIT?BRACING. PLEASE ALWAYS CONSULT A PROFESSIONAL ENGINEER STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LAS MEDIDAS DE LA INSTALAa6N DE LOS TRUSSES RESTIUCC16N Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 ©Refer to))CSI-B7 Diagonal Bracing 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 Summary Sheet 10'or 15" Repeat Diagonal Bracing I trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal Temporary& _fir " erery/5 trots spaces 30' l bracing(see below).51 Install web member plane dia�nal bracing to stabilize the first five trusses Permanent Restraint/ _r� "'"y' ( ) (see below).6)Install bottom chord tempora lateral restraint antfdia nal bracing m r f temporary go rg{se2 below,. Bracing for Parallel 7)Repeat process on groups of four trusses until all trusses are set. Chord Trusses**' 1)Instate Jos arrioslres de tierra.2)Instate el primero truss y ate seguramente ai arnostre de for more information. tierra.3)Instate los pr6tinions 4 trusses con restriccidn lateral temporal de miembro corto(vea Vea el resumen bLgL- abajo).4)Instate el ardostre diagonal de Ia cuerda superior(vea abajo),5)Instate arricstre B7-Restr'rcciont Apply Diagonal Brace to w' diagonal para kis pianos de hs miembros secundarias para estabilice los primeros coxci trusses Arriostre Temporal vertical webs at end of (vea abajo).6)Instate is restriction lateral temporal y ardostre diagonal para la cuerda Inferior Y Permanente oars cantilever and at bearing All Lateral Restraints (vea abajo).71 Repita este procedimbento en orupos de cuatro trusses hasta que todos los trusses Trusses dnas locationslapped at least two trusses. eaten instaladus. p r s—Parr •Top chord Temporary Lateral Restraint spacing shell be ®Refer tot-Truss Installation&"Temporary Restrain*/Rrari r+w for more mas informaci6n. 10'o.c.max.for 3x2 chords and 15'o.c.for 4x2 chorda. Information. Vea el resumen BSL-B'-In in de Tr uses y Restriction/Arriostre Temtvral***para mas INSTALLING - INSTALACION 1i:144of Plan _. Informact6n. RESTRAINT BRACING FOR ALL PLANES OF TRUSSES Q Tolerances for 0th-cf-Plane. OuL Apils�6+; Max. Truss RESTRICCION/ARRIOSTRE PARA TODOS PLANOS DE TRUSSES TLengthcias para FuerM;hc Bow D/50 D fit) Bow Length12.5 Length� Max Bow 3/4" 12.5' ©This restraint&bracing method Is for all trusses except 3x2 and 4x2 parallel chord trusses R~ 4 1' 7/e" 14 s Este metodo de restricci6n y arnostie es para ludo trusses excepto trusses de cuerdas paralelas Q Max.a Lam' enotn'-'SIJ 3x2 y 4x2. 112 7 .7' Max.B- 1" 16 1)TOP CHORD—CUERDA SUPERIOR [{ I 3/4" 3' 1.1/8" 18.8' Tryst:Span Top Chord Temporary Lateral Restraint(TC7LR)Spacing Length—�.ing o I 1^ 4• 1 v4' 20 a Lo stud de Tramo Es ciamiento del Arriostre Temporal de la Cueida Superior Up to 30' 10'O.C.max. I Plumb 1-1/4 5' 1-318' 22.9' Hasta 30 pies 10 pies maximo f"7f Tolerances for �bob 1-112' s' 1_v2" 25.0' 30'to 45' B'o.c.max. tJ out-of-Plumb. 30 a 45 pies 6 pies maxinl0 Toleranaas Dara D/50 max 1.314" T 1-3/4" 29.2' 45't0 60' V o.c.max. Fuera-de-Plomada. - I 2' 2!8' 2" x33.3' j 45 a 60 pies 6 pies rnaximo 60'to BO'* 4'o.c.max. CONSTRUCTION LOADING—CARGA DE CONSTRUIcil 60 a BO pies* 4 pies m5ximo6 Do not prxeed vifth construction until all lateral restraint and bracing is securely and properly in place. Co * nsult a Professional Engineer for trusses longer than 60'. ,M"sbGiflrs:'„. 'Consuke a un Ingeniero Profssbonal para trusses mas de 60 pies. i No proceda con la construction hasta que todas tas restric- Made" Height cions laterales y los arriostres esten colocados en forma See BCSI-52*y*fa TCTLR Ll options.p aProPlada Segura. oYam Bead 1r V ' "a e!hL:L-frZ*t'para las ofK�iones de 7LTLn. ^.. . Y Gypsum _.:i."• Plywood d o58 16- , ®Refer to ci-,3 Sum- --- Do not exceed nlaxlmunm stack heights.Refer to BCSL64 Sum. mary Sheet-Perrnapeflf - maty Shoe^-l•)nAT icton I oadinp4**for more information. Aaphaft Shingles- 2 Dandles Restraint/Bracing of Ctwrds& No exceda las alturas maximas de Ironton.Vea el resumer Concrete Block "- Web Mertens_***for Gable _ BCS:64 Cal de 'onstru ion'**para mas intormacion. End Frame restrdint/braangr trey tae a-4 tiles high reinforcement information. Para hdormacii n sobre restricci6nirarriostre/refuerzoQ Repeat diagonal para Armazones Hashales braces for each vea el resumen BCSI-63 set of 4 trusses. Do not overload small groups or single trusses. -Restriction/ rripstr Ground bracing not shown for clarity. No sobrecargue pequenos grupos o trusses indlviduaies. Permanente de Cue rias v Repita Los ck materials near a peak. m M' hms Sar mdartos,=*= arrisotres diagonales Never stapara calla grupo de Nunca ampnton los matesiales cerca the un pito. 2)WEB MEMBER PLANE—PLANO DE LOS MIEMBROS SECUNDARIOS 4 trusses. Q Place loads over as many trusses as possible. QColoque las cargas Sabre tamps trusses cornu sea posit3le. i Diagonal Q Posidom loads over load hearing wails. LATERAL RESTRAINT Bracing Colodue.las cargas sobre las pared"'soportantes. &DIAGONAL BRACING web Members Tfess bracing rld ARE VERY IMPORTANT ALTERATIONS—ALTERACIONES an—la C aro.. © Refer to SCSI-65 SLimmary S)teP�-Truss Da )oh t�fo�� --C n &installation r ILA RESTRICCI�N Vea el resumen BCSI-OS Dahos de Trusf4odihcariones I�O! y Errpre de In`al^ndn.'** LATERAL Y EL Do not cut,after;or drill any structural member of a truss unless specifically permitted by the ARRIOSTRE Truss Design Drawing. DIAGONAL Bottom Chords No Corte,altere o perfore ning6n miembro estmctural de uIt truss, SON M UY �• a mends que este especificamente permitido en el Di I id!del l Diseho del Truss. ! IMPORTANTES! Diagonal Braces Trusses that have been overloaded during construction or altered M Lit the Truss Manufacturers Q every SO truss 10'-15'max.Same spacing as spaces(20'max.) prior approval may render the Truss Manufacturer's limited warranty null and void. - bottom chord Lateral Restraint Trusses que se han sobrecargado durante la construcddn o han silo afterados sin la autorizacidn Some chord and web members not previa del FaDricarite de Trusses,pueden hater nulo y sin efecto la garanda hmitada del Falxicante shown fox clarity. 3)BOTTOM CHORD—CUERDA INFERIOR ore Trusses. "'ContaU the Component menut-turar for mon information or cohawt a prufaaslonat Engineer for aasisb— To view a non-prinring PDf of this document visit www.sbclndustry.pom/b1. Lateral Restraints-2x4x12'Or NOTE:The Tnas slarx,rarnry ane teas Deng tic rev on the or w gtan that Vie contractor and ore operator pt appliraoe)an,- greater lapped over two trusses. prorrshonas win the capability m urtd mid the oak they have spread lb d0 min'Pym elAPrOleCt r the Canopy b"pr r needs asa"tarn¢in some aspen a the mstrlxaan poled,It Solari seek assrstenoe torts a cortiprerr pap•.The nlrnoas ane Ixaeares outlined in ftea dooment are entitled m ensae not the overall rashutaon teChniQues e1lWoyed MAI put the trusses into pia¢SAFELY. Bottom Thee emmmende6ors for hardl"g,instairri restraining and oraortp[rases are beset upon the condi a eow_or leaarq prsonres involved win bus Ono,manuractiae and instesatiai,tart mint,due to the rape"of respaabiitbes Moved,ce on~ Chords Otey m a GUIDE for use by a aiaitiet bu0tlrq Designer a Marina tx It Is not InOCtled that nese rmdarnrtlebpm be rrterpreai as up*ria tome Building Dmg Is design spedareoonrcr horiang,instal restr'salons,andboxing[rusesardntdoes not pedude the ,r rola a dtna eaivamt mebio"s fa restranrq/aaornp and poNbnO stedlAy trite worm,Mums,Boa;rook atl as the ne, abed ' Structural budding Comporirds as OeterrivrnM by the Contraltri Contralto.Thus,WTCA d Tel epmW dadaan any roax simuty for""mage l aratiriq horn the use,alxeimudo,or roam on me ramnmardatras aid teoraieoon weaned haat. Diagonal Braces every - s." 10 truss spaces(20'max.) TRUSS PLATE INSTITUTE 10'-1S Some chord and web members 6300 Enterprise Lane.Maetson,WI 53719 218 N.Lee St,Ste.312.Atemndam,VA 22314 max. not shown for clarity. 606/274-411-wwwsbcrdustry.tom 703/683-1010.ww r;ao;t"g HOJA RESUMEN DE LA GUTA DE BUENA PRACTICA PARA EL MANEJO I STALACION RESTICCION Y ARRI SESI.AI ""` VANOS MAS DE 60'PIES PUEDEN REQUERIR ARRIOSTRE PERMANENTE COMPLE,�O.POR FAVOR,SEMPRE CONSULTS A UN INGENIERO PROFESSIONAL Im-lw" FOR TRUSSES UP TO 2'-0" ON-CENTER AND 80'-0" IN LENGTH PARA TRUSSES HASTA 2 PIES EN CENTRO Y HASTA 80 PIES DE LONGITUD A Spans over 60' require more complex temporary installation re- straint/bracing. Consult a registered design professional. Los tramos mas de 60 pies requieren restriccion/arriostre de instalacion temporal mas w 's complejo. Consulte a un profesional registrado de diseno. CLANGER! Disregarding handling,installing,restraining and bracing safety recommendations is the major cause of truss erection/installation accidents. EI no seguir las recomendaciones de manejo, instalacion, restriccion y arriostre es la causa principal de los accidentes durante la ereccion/instalacion de trusses. 4 Lateral restraint is NOT adequate without diagonal bracing. Diagonal ` I La Restriccion Lateral NO es adecuada sin el Arriostre Diagonal. bracing Lateral restraint Always diagonally brace for safety! iSiempre arriostre diagonalmente para seguridad! MAXIMUM SPACING FOR TOP CHORD TEMPORARY LATERAL RESTRAINT(TCTLR) EL ESPACIAMIENTO MAXIMO PARA LA RESTRICCION LATERAL TEMPORAL DE LA CUERDA SUPERIOR(TCTLR) The graphic at left shows the maximum on-center spacing(see*at TCTLR shown in left)of TCTLR based on truss span from the table in Step 2 on page 2. TCrLkesmosrado . Ground bracing not shown for clarity. Diagonal bracing / en - shown in �� ! ' - • Apply diagonal bracing or structural sheathing immediately. For spans Arriostre diagonales F over 60'applying structural sheathing immediately is the preferred mostrado en method. EI dibujo a la izquierda muestra el espaciamiento maximo en el centro (vea*a la izquierda)del TCTLR basado en los tramos de trusses de la 4'oc �� tabla en el Paso 2 en la pagina 2. Q. � ma 101oc B'o.c. 6 max. MO. � � • No se muestra el arriostre de tierra para claridad. �as� Typical °pro °vr°so' Aplique inmediatamente el Arriostre Diagonal o el Entablado s 0 0 1 s pies e ° e 60 ss a Para tramos mas d p r o sheathing).Pans°pro 's. Estructural(structural s e g) 30 op Chord Tempora Lateral Restraint metodo preferido es entablarlos inmediatamente. CHECK THESE ITEMS BEFORE STARTING ERECTION/INSTALLATION AND CORRECT AS NEEDED REVISE ESTOS PUNTOS ANTES DE EMPEZAR LA ERECCION/INSTALACION Y CORRIIALOS CUANDO ES NECESARIO Building dimensions match the construction documents. Trusses are the correct dimension. Las dimensiones del edificio concuerdan con los documentos de construccion. Los trusses son la dimension correcta. QTops of bearing supports are flat, level and at the correct Bearing supports(e.g.,walls,columns, headers, beams,etc.)are accurately elevation. and securely installed,plumb and properly braced. i rte supe pa La ror de los soportes de cojinete son planas, Los soportes que sostienen cargas(ej.,paredes,columnas, vigas de cabezera, La pa des y a elevation correda. vigas,etcetera)son instalados seguramente y con precision, y son nivelados y arriostrados apropiadamente. Q )obsite is clean and neat,and free of obstructions. Hangers,tie-downs, restraint and bracing materials are on site and La obra esta limpia,ordenada y sin obstrucciones. accessible. Ground bracing procedure for first truss is based on site Los colgadores(hangers),soportes de anclaje(tie-downs)y materiales and building configuration. de restriccion y arriostre estan accesibles en la obra. EI procedimiento de Arriostre de Tierra para el primer Erection/installation crew is aware of installation plan and lateral truss es basado en el terreno y la configuration del restraint/diagonal bracing requirements. edificio. EI personal de ereccion/instalacion es consciente del plan de instalacion in°m1Or If ground level is too far y los requisitos de restriccOn/arriostre. � from truss for exterior Multi-ply trusses,including girders,are correctly fastened together prior to ground bracing,use lifting into place. interior ground bracing. Los trusses de varias capas,incluyendo travesanos,son fijados juntos cor- Si el nivel del terreno es rectamente antes de levantarlos en lugar demasiado lejos para Any truss damage is reported to truss manufacturer. Refer to usar Arriostre de Terra Do not install damaged trusses unless instructed to do so by the buildingexterior,use Arriostre designer,truss designer or truss manufacturer. EXkiW1 r;'• de Tierra interior. Algbn dano a los trusses ha sido reportado al fabricante de trusses. Vea el resumen ."' No instale trusses danados a menos que se dijeren el disenador del edificio, el disenador del truss o el fabricante del truss. B2Ternp 090902 STEPS TO SETTING TRUSSES PASOS PARA EL MONTAJE DE TRUSSES Establish Ground Bracing Procedure: Exterior or Interior 1■ Establezca el Procedimiento de Arriostre de Tierra:Exterior o Interior First truss(or gable First trues and frame)of braced of braced group of trusses Attach grand group of trusses 2k bracing for end lacks in a hip set application Ground brace vertical — ) brace to and wag by diagonal nailing to 2._ blacking NP Ground brace Ground vertical brace Attach _ vertical ! members to wall Braced truss(or /C 1-4*—glider truss in hip Ground -/-� application) End / brace diagonal diagonal Ground brace lateral Driven restraint Properly brace wall with grouped Second floor Ground adequate diagonals and floor stake Strut lateral anchorage,perpendicular it restraint Horizontal tie member attachetl to wails.etc. Hodzontel Backup groan—' he floor-No re Second floor system stake member End diagonal First floor--, shall have adequate capacgy to with multiple stakes brace supoort forces from ground braces. L EXTERIOR GROUND BRACING INTERIOR GROUND BRACING INTERIOR GROUND BRACING TO END WALL ARRIOSTRE DE TIERRA EXTERIOR ARRIOSTRE DE TIERRA INTERIOR ARRIOSTRE DE 77ERRA INTERIOR A LA PARED DE EXTREMO 2■ Determine the locations for TCTLR and Ground Braces Determine las ubicaciones para TCTLR y los Arriostres de Tierra TCTLR,typ. Use truss span to determine spac- Maximum Top Chord Temporary Lateral Restraint Spacing" 47 ing for top chord temporary lateral Truss Span TCTLR Spacing restraint(TCTLR)from table at right. Use el tramo del truss para determi- Up to 30' 10'on-center maximum nar el espaciamiento para restriction 30'-45' 8'on-center maximum lateral temporal de la cuerda supe- 45'-60' 6'on-center maximum rior(TCTLR)en la tabla a la derecha. 60'-80" 4'on-center maximum 'Consult a registered design professional for trusses longer than 60'. Pitch break "For trusses spaced greater than 2'o.c.,see also += ' Under l Over 8'(add aTCTLR) TCTLR e fi 5 6 5T 6 5'-6` 8'-10" 3'-4" 4'-4" 10 or greater 3-0„Span Truss attachment k' nusssea� �nj required at support(s) Locate additional TCTLR at each pitch © Locate a ground brace vertical at each break. Locate additional TCTLR over bearings if the TCTLR location. Localice aper vertical Localice TCTLR adicional en cada rotura heel height is 10"or greater. arriostre de de inclination. Localice TCTLR adicional sobre los soportes si tierra en cada lugar dee TCTLR. la altura del talon(heel height)es de 10 pulga- das o mos. 3 Set First Truss and Fasten Securely to Ground Braces ■ Coloque el Primer Truss y Fijelo Seguramente a los Arriostres de Tierra Set first truss(or gable end frame)and fasten securely to ground braces and to the wall,or as directed by the building designer. Examples of first truss installed include: Coloque el primer truss(o armaii hastial)y fijelo seguramente a las verticales de arriostre de tierra y a la pared, o tomo se dirige e/disenador del edificio. Ejemplos del primer truss instalado incluyen: TORR TCTLR _ locations,typ. locations,typ. TCTLR locations,typ. EXTERIOR GROUND BRACING INTERIOR GROUND BRACINGINTERIOR GROUND BRACING TO END WALL ARRIOSTRE DE TIERRA EXTERIOR ARRIOSTRE DE TIERRA INTERIOR ARRIOSTRE DE T7ERRA INTERIOR A to PARED DE EXTREMO A -:, G`1!I First truss must be attached securely to all bearings and to all required ground braces prior to removing the hoisting supports. El primer truss t/ene que ser sujetado seguramente a todos soportes y a todas arnostres de tierra requeridos,antes de quitar los soportes de levantamiento. SUMMARY SHEET tLLATION&TEMPORARY 4 Set Trusses 2,3,4&5 with TCTLR in Line with Ground Bracing ■ Coloque los Trusses 2,3,4 y 5 con TCTLR en Linea con los Arriostres de Tierra Attach trusses securely at all bearings,shimming bearings as necessary. Examples of first five trusses set include: Sujete seguramente los trusses a todos los soportes, rellenar sdlidamente los soportes tomo sea necesario. Ejemplos de los primeros dnco trusses colocados induyen: See options below See options below See options below _ r EXTERIOR GROUND BRACING INTERIOR GROUND BRACING INTERIOR GROUND BRACING TO END WALL ARRIOSTRE DE TIERRA EXTERIOR ARRIDSTRE DE TIERRA INTERIOR ARRIOSTRE DE 7TERRA INTERIOR A LA PARED DE EXTREMO The following three(3)Short Member Temporary Lateral Restraint options require that the diagonal bracing be installed continuously. Las siguientes tres opdones para instalar la Restricci6n Lateral Temporal de los Miembros Cortos requieren que el arriostre diagonal esta instalado continuamente. Option 1 Option 2 Option 3 Short member temporary lateral restraint installed on Short member temporary lateral restraint installed Proprietary metal restraint products* top of trusses between trusses Opci6n 3 Opeidin 1 Opci6n 2 Productos de metal para restricci6n patentados* Restricci6n lateral temporal de los miembros cortos Restriction lateral temporal de los miembros cortos *These products are specifically instalados encima de trusses instalados entre trusses designed to provide lateral 27"+ 11/2"minimum '* _ Use 2-16d deformed shank restraint and are not just for 44 end distance nails minimum at each F221/' spacing.See manufacturer's l i 11h pulgadas �--� restraint-to-truss connection. specifications. distanda de Use tomo minimo 2-16d clavos largos(shank nails)en *Estos produdos son disenados 7221/7 extremo minima 22+h" cada conexi6n de restricci6n- especificamente para proveer Do not use split f a-truss. restricci6n lateral y no son 2 nails at every members. No use miembros solamente para espaciamiento. connection rajados. Vea las especificaciones del 2 clavos en fabncante. cada conexi6n ,. - 22'/x' Do not use split 27'+ members. 221H' No use miembros rajados. A (cy e1! 9`U)H Each truss must be attached securely at each bearing and all TCTLR installed before removing the hoisting supports. Cada truss tiene que ser sujetado seguramente en cada soporte y todas las TCTLR instaladas antes de quitar los soportes de levantar. LATERAL RESTRAINT/BRACING MATERIAL AND CONNECTIONS CONNEXIONES Y MATERIALES DE RE.STRICCION/ ARRIOSTRE LATERAL [` Minimum size of bracing and lateral restraint material is 2x4 stress-graded lumber or approved proprietary metal restraint/bracing, unless oth- erwise specified by the building designer. EI tamano del material de restriction lateral y arriostre Bebe ser por to menos 2x4 madera graduada por esfuerzo o restricci6n/arriostre de metal patentado aprobado,a menos que espedfique el disenador del edificio. to each truss th at st 2 nails(see minimum sizes C thlebshort member restraintslshown rzinn Step 4,bers tOption be n2(seed above),which requiirel2a16d deformed-shank(i.e., ring-oor screw-wn -w),except or shank)nails. Todos los miembros de restricci6n lateral y arriostre tienen que ser conectados a cada truss con un minimo de 2 clavos(ver los tamanos minimos mostrados abajo)excepto para las restricciones de miembros cortos mostrados en el 10d(0.1280") Paso 4, Opci6n 2(vea arriba), cuales requieren 2-16d clavos con largos des 12d(0.1280.25") formados(Q. Largos de anillos o tornillos). E�p Drive nails flush,or use double-headed nails for easiest removal. 16d(0.131x3.5") Clave los clavos al raso,o use clavos de dos cabezas para quitarlos mas facilmente. t 5■ Install Top Chord Diagonal Bracing Instale el Arriostre Diagonal de la Cuerda Superior Attach diagonal bracing to the first five trusses. Examples of diagonal bracing on first five trusses include: Coloque el arriostre diagonal a los primeros cinco trusses. Ejemplos de arriostre diagonal en los primeros cinco trusses incluyen: See Short Member See Short Member Temporary Lateral Temporary Lateral Restraint detail options page 3. Restraint detail See Short Member options page 3. -'r Temporary Lateral \' .. U-7-7 Restraint detail options page 3. EXTERIOR GROUND BRACING INTERIOR GROUND BRACING INTERIOR GROUND BRACING TO END WALL ARRIOSTRE DE 7IERRA EXTERIOR ARRIOSTRE DE TIERRA INTERIOR ARRIOSTRE DE TIERRA INTERIOR A LA PARED DE EkMEMO I/ Or start applying structural sheathing. Example of � structural sheathing installed on first five trusses. O empiece en aplicar el entablado estructural.Ejemplo de entablado estructural instalado en los primeros cinco trusses. 6 Install Web Member Diagonal Bracing ■ Instate el Arriostre Diagonal de Miembros Secundarios E-µi Temporary web member diagonal bracing acts with the top chord and bottom chord temporary lateral restraint and diagonal bracing to form trian- gulation perpendicular to the plane of the truss and prevents trusses from leaning or dominoing. EI arnostre diagonal temporal de los miembros secundarios trabaja con la restrico6n lateral y el arnostre diagonal temporales de la cuerda superior e inferior para formar una triangulaci6n perpendicular at piano del truss y evita que los trusses se inclines o caigan como domin6s. 3 Install diagonal bracing at about 450 on web members(verticals whenever possible)located at or near rows of bottom chord lateral restraint.Web diagonal bracing must extend from the top chord to the bottom chord.Repeat at the interval shown in the Figure below. Instate el arriostre diagonal a aproximadamente 45 grados en los Diagonal miembros secundarios(verticales cuando sea posible)colocados en o bracing cerca de las filas de restriction lateral de la cuerda inferior.Arriostre diagonal para los miembros secundarios bene que extender de la Web members cuerda superior a la cuerda inferior.Repita a los intervalos mostrados en la Figura a la derecha. \� ; [=The requirements for web member permanent individual truss member restraint are specified on the truss design drawing(TDD). Refer to -D for more information.'"' Los requisitos para la restricci6n permanente de miembros individuales I Bottom chords de truss para miembros secundarios son especificados en el dtbujo del disefio de truss. Vea el resumen RCS -E;a para mos information.— G Diagonal braces every 10 truss spaces(20'max.) max.Same spacing as bottom Note:Some chord and web members as bottom chord lateral restraint not shown for clarity. Mono trusses,deep flat trusses and other types of trusses with deep ends also require tem- t porary lateral restraint and diagonal bracing on the long web members at the deep end of the truss. G'�l Los trusses de una sola pendiente, trusses planos y profundos y otros tipos de trusses con extre- mos profundos tambien requieren restricci6n lateral temporal y arnostre diagonal en los miembros secundarios largos at parte profundo del truss. B ECSI-82 SUMMARY SHEET BCSI - B3 SUMMARY SHEET PERMANENT RESTRAINT/ BRACING OF CHORDS AND WEB MEMBERS SPAIIS OVER 60' MAY REQUIRE COMPLEX PER MAH EFJT BRACI11G. PLEASE ALWAYS COi JSULT A PROF ESSIDHAL El ILII IEER V.t.kf Ii4C!Disregarding Permanent Restraint/Bracmig is motor cause of truss field perfa �( 'ED The TDD Provides information on the assumed suppai for the nottan choro- rnance problems and has been i;rcwn to Mad to roof or floor systems collapse_ £l TDD grace inFamaam sabre el soporte suruesto Para is cuerda inferior iADVERFENCIA'Descuidar cl AmcrstrerResirr.:ac»r'bmranentc es urw causa pnnapal W problenu e;de rendmiloral truss en carmoo y habi`a conoacto a ilevar al detrumtxarronto de` 3 i-n Install bottom chord permanent Lateral Restraint at the spacing indicated on the TDD siseema del techo o also i and/or by the Building Designer with a maximum of 10'on center. :`:r'�„"Soans over b0'may requ_re tomtdex permanent bracing.Please always consult a Instate Restriction Lateral permanents de la cuerda mfenor al espaciamrento Registered Design Professicnai. indicado en el TDD y/o por el Disenador del Edificio con un maxima de 10 pies en el Tranros sabre br pies pueaen requeerr arndstre pemtanente cattplelO.Fbn lava: Centro. errVle co,rsr:,`re_...rpf.:nc;nna Re..srrado de D,set?C. RESTRAINT/BRACING MATERIALS&FASTENERS D MATERIALES Y CIERRES DE RESTRICCION/ARRIOSTRE Eracing .` Common restramtiaang materaas include wood structural panek,gypsum Ooard sneativng, Bottom Chards _ stress-graded(umber,proonetary meal products,and metal puriins and straps. Matenafes c munes de amaarer/iesirrgir niduven paneles estructuraies de Madera,entaw&,' de y eso,Madera graduada ino'esfueria,productos de metal ketmtad s,y vK)as de soporte nras de metal, _- Lateral Plestramt 2x4xt Ltarber.ae Minimum Naar Sae Afanmum Nwri or 520' or greater lapped over Ill Per canncchon two trusses Zai retro-graded t ted ip-ttex3'I 510' Same chord and web rmembers ria! 12d(0,12W.25') ,.^' shown forciar?ry_ t6a aI?W' (01 ') V V Lateral Restraint and Diagonal Bracing used to brace the Bottom Chord Marx 2'6�rtts-gra�5 1�7�21DGi) 0 , r0.126Kt.35') - PERMANENT BRACING FOR THE WEB MEMBER PLANE J 1314 V1 3. ARRIOSTRE PERMANENTE PARA EL PLANO DEL MIEMBRO SECUNDARIO Web Member Permanent bracing cuiects and transfers b:eci d g restraint farces andior eterat -.dadrmuaara Panv,fi4+rein rmyd u;e:mwm loads from wind and seismic forces.The same bracing can often be used for both functions. �;,s rx oiins 1 zees eirtxamaed h III bmtluxl Sem cote; Amcatre Permarente de 0S Mrenbros Secundanr>s re-Ogen Y pasan luerzas de tesmccrr,de PERMANENT BRACING FOR THE VARIOUS PLANES OF A TRUSS tarter ylo congas laterales de v;ento y Ineras sisrmcas A menudo el mrsmo amostre puede ser Usada Para am&-ks knoon.es- ARRIOSTRE PERMANENTS PARA VARIOS PLANOS DE UN TRUSS Toad Individual Web Member Permanent Restraint&Bracing Permanent Bracing is important because pane Restrrccan yArriostre Permanente de Miembros Secundarioslndiriduales a)prevents cut-of-plane budding of truss El Ow^k me TDD to determine which web members(if any)require restraint to resist tucWma. b)hepmaintain proper truss spa.ng,and taenxr neve a el TDO para detenn mar tearer mierrtiros recd rdarxis(sr algunos)requre en restr;cadn c}resists and transfers lateral toads from Plane para resistrr el toruer wind and seismic forces. Restrain and brace with, E-1 arrrestre Permarente es mporrante A.Continuous Lateral Restraint&Daaaonal Bracing,Or Pongee, B.Individual Member Web Reinforcement. abide mprde ei'tater heera-de-ptano de Jos Resr m)a y arnostre con, mrembros del muiss, A ResmocOrt Lateral Continua y Amostm Diagonal,o b)ayuda en mantener estbaciamrentc R Renrerzo all MMrnbros Secvndarres Inde Iduates- aAlomado de tos trusses,y C)r�ste y pass las cargas laterales de iia am cbxd A.Continuous Lateral Restraint(CLR} &Diagonal Bracing viento v fuerzas srsmica;aplrctdas if saesrta del truss. Sheari g A.Restriction Lateral Continua(CLR)y Arriostre ( �' Snearnrnq on Diagonal - --- -- Trusses require Permanent Bracing too on a within ALL of the fol'Avmg o.mnes_ Ra e Attach the CLR at the locations shown on the TDG. 1.Top Chad Plane Su)ete,et CLR en las upicacanes mostrad€ti en et TDD. 2,Bottom Chord Pian, Install the Diagonal Bracing at approzsnately 45°to the CLR and position sot;3th crows the 1 Web Member Plane, web in close proximity to the CER.Attach the Diagonal Brace as ciose to the Top and Bottom Trusses requieren Amostre Permanente Chords as possible and to each web it crosses.Rett every 20'or less, dentia de TODDS Jos siguientes planus: - Instate el Ar;is stre Diagonal a aproxvnadarraente 45 gfadO-al CLR y Io rdoque para que truce 1.Plano de la Cuercta Superior to cuerda muy cerca del CLR-SuJete ei Arr",stre Diagonal c mo cercaria a las cuerdas mileri:v v 2.Pana de to Cuerda Infeno superior Pana sea pasrble y a calla cuerda que la iRrid.ReprYa Cada 20 pies o memos. a F".arw del Mrembro Secundanc, --- _ ;;'s 7lN-Without Permanent Bracing the truss,or a portion of its members,will buckle(Le., EXAMPLES OF DIAGONAL BRACING WiTH CONTINUOUS fail:)at loads far less than design. LATERAL RESTRAINT Sm el Amasrre Ilemarenre,der truss,o un carte de kis miembros,torceran(e)- v F'etrvmea Com;m;rrs rafiarr n t do cargas muchas merios Ave las cargas cue,el truss es&;enada a ilevart ,y�rw '�+ 'ftwRukw' Lateral rlmr. 1. PERMANENT BRACING FOR THE TOP CHORD PLANE 1. ARRIOSTRE PERMANENTS PARA EL PLANO DE LA CUERDA SUPERIOR • Use oplywood.od or m oriented strand"roast that are or wgad a metal structural purlins chat are propel braced. ., fl/ Use contradmiowa,parcel de h'bras onentadas "" `,- I105E),a its de s,wrre de madera sa o me : -, s 28' que sir arrosb-ados apropadamente. The Truss Design Drawing(TDD)pra+ides Group of 3 Trusses Note:Some crlorc ani web member information cc.the assumed support for the tap '— rwtshown for c€arny chord. El Dmarlo ereI Drserro de Truss(TDD)prover ` `J�yfrym; rnfonmacron sovie el so ➢wie Ix hn irwi Dwotltrd PtlryYla+01s prone,supuesto para is xruc+aedrin,<6aaongoe>ipeeayam-' Diagonal cuerda superior Brace !� Fastener sze and spacing requirements and grade for � the sheathing,purlins and bracing are provided in the Brace, Latera budding code and/or by the Building Designer. Braces Restraim Et tamano ale Pierre y reauisitos oe espaoamiento y gram para ei entabodo,vrg is lie soporte v anicistre son povistos er el oSdgo del edificro yio Por ei Dise6a- dor del Edina,,. - - Lataal Rastraln± Group of 2 Tnam "Drecrt--� auacaea 2. PERMANENT BRACING FOR THE BOTTOMand -45` CHORD PLANE ;.,a,�, � Lateral Restraint&Diagona3 Bracing can also b,used 2 ARRIOSTRE PERMANENTE PARA EL PLANO DE LA CUERDA INFERIOR oath small groups of misses nal tares or aviiessAttach • v the Lateral Restraint&Diagonal Brace to sac web Use rows of continuous Lateral Restraint with Diagori Bracinggypsum board sheathing or rigid member tnat they Cross. coiling, Re5tric06n Lateral y Amosme Diagonal tambien puede ser usado con arupos pequenos C-- Use eUse bras de Resrriccwi Lateral Continua con Arr osoe Diagonal,entablado de yeso a trusses(•ej.ties o mens;-Supete is Restr=oirr Laterai y el Amostre Ciagonai a cads mremorr- ren—,'imo-C: secundano 0!fe:L^.5 crLza.r'. RESTRICCION I ARRIOSTRE PERMANENTE DE LAS CUERDAS Y LOS MIEMBROS SECUNDARIOS TRAMOS DE 60l PIES PUEDEN REQUERIR ARRIOSTRE PERMANENTE COMPLEJO.POR FAVOR,SIEMPRE CONSULTE A UN PROFESIONAL DE DISENO REGISTRADO, BCSI-133 SUMMARY SHEET PERMANENT RESTRAINT / BRACING OF CHORDS AND WEB SPANS OVER 60' MAY REQUIRE COMPLEX PERMAHEHT BRACI[,]G. PLEASE ALWAYS CO[ISULT A PROFESSIO[IAL E[%IGII,,IEER ALWAYS DIAGONALLY BRACE THE CONTINUOUS LATERAL RESTRAINT' iatl CON FINUA DIAGONALMEHIV Gable End Frames and Sloped Bottom Chords B.indWid..1 Web Member Reinforcement Armazoines Hastiales Y Cuerdas Inferio nes Armairenties, B.Refuerzo de Mier"bros,Secundarius Indrividuafes The Gable End Frame Should always match the profile of the adjacent trusses to permit instal- Sc—al 1-,Lf-Retriforcemenz,proprietary metal reinfc4cement and stacked vvetr products provide an ation of proper Bottom cm Chord Plane restraint&bracing unless special bracing is desioned to ahmrnahve�ior resisting web buckling. support the end wall. T-,L-,rostra,I-,U-Refilerzo,reliterzo,Cie metal patentando y producres de m4embros secundarius El Amwcrin Hastial stempre defte ercalar el verriff de los trusses cortliatousparar pietniefr to arriontonadDS proveen stria alternallm Para reselbrel torcer de los miambros securidarios. laci6r,de restriction y arrioStre aproplacia OL to Cuenda Interior a menos que amicstre es;wiaj es diseitado,Para soporTar to pored de extramo. Ski V^b Eitatiort of 1AN4 qVi,no w* iv&.sces­Giitle Erd Raq.v The followng table may be used unless more Specific information is provided. 'a stgurtente tatia puede ser usada a merinos cue informaroon mAs especiftca estA pforvista. A Usina a flat Bottom Chord Gable End Frame with adjacent Trusses that have Sloped Bottom Chords is prohibited by some ou filing codes as adequate bracing of this condition is W EB REINFORCEMENT FOR difficult and sometimes impossitte.Special end watt bracing design considerations are required lb,SINGLE PLY TRUSSES the Building Designer if the Cable End Frame proff le does not match The adjacent Trusses. Too&*0 if W" offlartars wortrum AW,019W El use de an Armazon Hastral 0.to Cuerda Interior cm Trusses conriguors cuales 11pertfied of firaft of Wet I fwatmawAm I Lmiti of We"i Conritcheir;of Wet, fteforen Cuerdas Inifferiores per0fertes es prohitudo,por aigunos,c6digos de ecificics porque or- Tftu pAwtutnx4� i Reworcieffmi 40111twolimont to Wirb nostre arfecuado de esta cood?wn es&ffal y a veces;impceabfl�Clinsicteracrones especialtis de Web T L 3CW I deseefic,para ell arnostre de to itaied de extrema sora requencics vor el aselladfor del Edi ficio si of ?,lo bri 2%4 20 ilcm of wtle ci perifil del Armazcin Mistral ro haceittego con los Trusses wntiguo& RM bd 26 W 20 &-rif spews extridlicWtrin 16d6un W 74 2df 2AR um grak or lv('W—iolonal mats f(1,1310,5} PERMANENT BRACING FOR SPECIAL CONDITIONS 2 i — 2-2x4 tiemIra, I or web rrivirictei, (06-(wrioq ARRIOSTRE PERMANENTE PARA CONDrCIONES ESPECIAL ES 2 Rows 24 wet, W-1 ''s cn-ceratin Sway Bracing—Amostre de'Sway' 2-W 1 —Sway'bracing is instalied at the discretion of 'rdazrcr­s.�aeNP,is 14(43.; the Building Designer to hetp stabilize the truss systern and minimize the lateral movement due to wind and 4- seismic loads. WEB REINFORCEWNT FEqUIRED 1 1 Arnostne de'SKoy'est4 instaAad,por to ciliscrectiCin del L)?sehacordei fdd7copara ayuaarenestabiftzarei�srema de trusses y Para mminnear el movartiento hifera i delfirdo a cargos de viento y cargos sitsmicirs. _41 Sway bracing installed continuously across the building also X % to distribute gravity loads between trusses of varying Stiffness. Arrsostre de"Sway-que es fristailada cortmuradamente al trav6s del edific-fa tombren e5 usado PEFL;ERZ0 DF KNOROSECt7liDAR10 FOLI^MO para dfstriburr las camas de gravedad entre trusses de r4ede2 varriondo Permanent Restraint/Bracing for the Top Chord in a Piggyback Assembly Some Truss Manufacturers mark the locations of the web Lateral Restraint(x reinforcement on Restriccidn/Arriostre Permanente para fa Cuerda Superior en un Ensambfaje de the truss us4nci tags Similar to those above. Piggyback Aigunce;Frites de Trusses marcan en el muss las abicaclones de retiterzo a Restrioca6ri L 1 Provide restraint and bracing by: %peal Diagonal Lateral de miemorcs s-cundarios con evoiteras similares a las am?ba, I -using rows of 4x2 stress-graded lumber Bracing Of 10, Web Member Plane Permanent Building Stability Bracing to Transfer Wind&Seismic Forces CLR and Diagonal Bracing,or Intervals or less. Arriostre de Estabilidad Permanente del Edificio,del Piano de Miembros Secundarius Para -connecting the CLR into the roof as specified. CLR x fiesplazar Fuerzas do Viento y Fuerzas Sisionkas diaphragm,orspacing -adding Structural Sheathing or Bracing spicitied The voen,member restraint w reinforcement specified on a TDD is required to resist buckling Frames,or on the under vertical loads.Additional restraint and bracing is typically required to transfer lateral loads *some other equivalent means, russ Dear, due to wind andicr seismic forces.This restraint and bracing is typically provided by the Bu i ding Provee resmo:6n y amostre por Gra wag Designer, •usando filers de 4x2 CLR madera grad La restricacyi o reftl&zo de mvembros secundarcis especificada enun TDD es requedoo a regu3cla PD,7 esfuerza y Arricetre Dtagorat,o stir 4. p, of forcer vajo Cargos verticaries,RestaccOn y amostre adiciorrol esrequenda tiXamente Para conectandc,at CLR at dirafracma del! pasar carplas literates de1ndas a fuer2as de viento ylio fuerzas Esta restrixtrin y amostre echo,c, es tipicamente civielsto porelDtxfiador del Edficto. afialdendo Entablaclo Esirructitral o Arm zones de Amostra,o •aigunos otroas"Tektod0s;equlvafeiohes buglonal Erase to rod Efathragin,h odatsg Refer to the TDD for the maximurr,assumed spacing for attaching the Lateral Restraint to the top Gable End chord of the supporting truss. Frame V Reftere al TDD Para el espaciamiento maxima,slipuiesto Para sufetar to Restricer6ri Lateral a to P401 cuerda superior del truss scibortante. Cap addling The TDD provides the assumed thickness of the restraint and minimum connection Son WWI requirements between the cap and the supporting truss or restrain'.wCLR required cn% oemlooli"or lo , 1.Clarify EJ 7DO provee el grow.,supiriesto de d Bracing Frame C restriccOn y i0s;recumt®rs de conericin Structural Swn rohritmos eme to corria y el truss soportanteis Mulled , ming Some Truss Designers provide general Bottom chorarr 0 to retocirli intermilterilly desian tabies and details to assist the Build- Larval Restrain Bracing Frame in g besigner in determining the Bracing �auie er"24314 perritanent Diagonal Braraifff Orstructural required to transfer lateral toads cue to LL Cate 0 lore van Wricar,Cnord permanent Sheathing wind andlor seismic forces from the Gable CLR or as spesihed tiv the Wilding Desigm Supporting End Frame into the roof and/or Ceiling Trusses diaphragm, Algurc,,Diseliadoas de Trusses proveen rablas y dietaftes de disefio generates Para asisor el asefiad.-r cel Edificro,en oretemlinair el At- nostre recruendo Para posar cargos laterales ;;i;as a hierras de viento vlo kierras stsmicas de! Armazon Hastier/at detragma del recho To view a non-pnnting PDF of this document,visit wm%sbcindustrvcCm/b3. Fara ver un M-deeste documents due no se puede inotcmir visro,wvw.socmdgstry=r,.,, Gtr .���. TRUSS PLATE INSTITUTE 631Y1 13-11 218 Ti,LL-St-Ste.312-Ale.at,,n- 4,-2311 60,C-4R49 RESTRICCION/ARRIOSTRE PERMANENTE DE LAS CUERDAS Y LOS MIEMBROS SECUNDARIOS TRAMOS MAS DE 60'PIES PUEDEN REQUERIR ARRIOSTRE PERMANENTE COMPLEJO.POR FAVOR,SIEMPRE CONSULTE A UN PROFESIONAL DE DISENO REGISTRADO B4Construction Loading, Cargas de Construccion Construction loads are those loads imposed on the unfinished building as a result of the construction process.Typical construction loads include the weight of the workers, equipment, and building materials, to name a few. For example, a bundle of plywood sheathing or gypsum board stacked on trusses temporarily creates s- construction loads. Cargas de construccion son las cargas que estan impuestas a los - edificios incompletos como resultado del proceso de construccion. �'° "° Cargas de construccion tipicas incluyen el peso de los trabajadores, el equipo y los materiales de construccion, etcetera. Por ejemplo, un paquete de entablado contrachapado o tabla de yeso apilados temporalmente sobre los trusses crean cargas de construccion. Make sure that the truss assembly is properly restrained and braced according to the guidelines in and BCS7 *** before placing any construction loads on them. Construction loads shall only be placed on fully restrained and braced structures. Asegurese que el montaje del truss esta adecuadamente restringido y arriostrado segun las pautas en "." Y Ct *** antes de colocar alguna carga de construcci6n en la estructura. Solamente coloquen cargas de construccion arriba de estructuras cuales son restringidos y arriostrados completamente. A Stacking excessive amounts of construction materials on floor or roof trusses is an unsafe practice. Prop- erty damage, personal injury and/or death are possible if this warning is not heeded. it: Apilando cantidades excesivas de cargas de construccion sobre trusses de piso u techo es una prac- tica peligrosa. Dano a la propiedad, henda personal y/o muerte son posibles si no sigue esta advertencia. Trusses that have been over-stressed due to excessive construction loading will usually show excessive sagging (deflection) and at least a portion of this deflection will remain even after the load has been removed. In more severe cases, broken truss members and/or failed truss joints may result. Los trusses que han sidos demasiado estresados debido a cargas de construccion excesivas usualmente demuestran una desviaci6n excesiva, y por to menos una parte de este desviacion se quedaran aun despues de que la carga se haya quitada. En casos mas severos, miembros quebrados del truss y/o junturas falladas pueden resultar. CONSTRUCTION LOADING S AND S exceed stack heights listed in the table. QUE!!A Y NQ NA ER CON LAS CARGAS exceda la altura de mont6n indicada en la tabla DE CONSTRUCCION que sigue. Maximum Stack Height for Material on Trusses DON'T stack materials on unbraced Maximua Altura de Monton para Material encima de los Trusses trusses. Material—Material Height—Altura NO amontone materiales sobre Gypsum Board— Tabla de Yeso 12"— 12 pulgadas trusses que no esten arriostrados. Plywood or OSB- Madera Contrachapada u OSB 16"- 16 pulgadas -7= Asphalt Shingles- Teja de Asfalto 2 bundles-2 paquetes MMEM-W� r Concrete Block- Bloque de Hormingon 8"-8 pulgadas Clay Tile- Teja de Arcilla 3-4 tiles-3-4 azulejos Note:Limit stacking periods to approximately one week,unless alternative information is provided by the Building Designer,Truss Designer or Truss Manufacturer. (S) DON'T overload the trusses. 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Qo cUV) �� za a II II II — o 0 o ^ a^ .c $ a, 0 0 * s C * w • U (nX = EL.,- w — N W i PERMANENT WEB BRACING SEE INSIDE DESIGN MANUAL FOR BCSI PERMANENT BRACING INSTALLATION INSTRUCTIONS AND FOR FURTHER INFORMATION. CONSULT THE ENGINEER OF RECORD FOR EXPLICIT INSTRUCTION REGARDING PERMANENT BRACING CONTINUOUS LATERAL CONTINUOUS LATERAL BRACING BRACING (1X4) 1x4#3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH(2)8d NAILS. BRACING MATERIAL TO BE SUPPLIED WEB AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ,,#-T-BRACE TB I E THESE DETAILS APPLY TO 1.5"WIDE WOOD TRUSSES. WEB • USE A 2x4 T BRACE IF THE TRUSS DESIGN SPECIFIES ONE LATERAL BRACE(MID POINT OF WEB). • USE A 2x6 T BRACE IF THE TRUSS DESIGN SPECIFIES TWO LATERAL BRACES (AT THE THIRD POINTS OFTHE WEB). • USE A CONTINUOUS PIECE FOR THE T BRACE, OF THE SAME GRADE AS THE WEB AND COVERING AT LEAST 90%OF THE WEB LENGTH. CENTER THE T BRACE ON THE WEB AND «*t,�+"at,�" '`• , r'�� I FASTEN WITH 10d COMMON NAILS SPACED 4" b- ON CENTER. uJ �t Y Q LF WEB SCAB BRACING SCAB BRACE SCAB BRACE SAME SIZE, GRADE, AND LENGTH AS WEB MEMBER. ATTACH WITH 10d NAILS @ 4"O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 11 Permit Na. � `V � Tax Folia t� b Q r �U State of caf Ina County of D VU e 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 im oved: W 110/IT �aT &T K 6 Address of property being improved: I A LATER, r . 3ZZ33W General description of imrpr�ovements:/�1� �fLd91/1_'dAMI- im 4&)z Owner Address 317ST• Q .3 ZZ 3 Owner's interest in site of the improvement j�t6S11F►�k Fee Simple Titleholder(f other than owner) Name Address Contractor ? Address-<,- -RUO , 5—T6TiQ 4 X ;j Jud Phone No.904- Z07-7,500 Fax No.q,)4 �4 3 Surety Cf arty) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a ban 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 _ Phone No. Fax No. _ In addition to himself,owner designates the following person to receive a copy of the lienors Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill In at Owner's option). Name Address Phone 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 SPACE FOR RECORDER'S USE ONLY OWNER Signadc DATE • }. Before me this 1l1 of__M r,rte. fn tt11S Sae ' County Af Quvelr St of Florida,h pe al eppaa�d f•rt.l _ 1S_{ i ti A � a}�•r 1 l hemp by r Hirt herself and aRmis that all statements and dec done herein :y• aro W.V and accurate tee' � •'. /� •��AT�'1 1' Notary Mic at Large,State of My commission expires: �� Personally Known - . Produced Identification allti� s r :•• • �r CgnrtrWipn FF 09WZ w Fjrpirea o3NISR01tl 'Q r'4 CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ` jilt Application Number . . . . . 14-00000263 Date 7/16/14 Property Address . . . . . . 317 4TH ST Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 275000 ----------------------------------------------------------------- Application desc addition and remodel existing ----------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- COLABELLA CHRISTING ELIZABETH BOUTWELL DESIGN BUILD 315-317 4TH ST CONTRACTING LLC ATLANTIC BEACH FL 322335343 5153 PIRATES COVE RD JACKSONVILLE FL 32210 (904) 361-8207 --- Structure Information 000 000 ADDITION/ REMODEL Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ----------------------------------------------------------- Permit MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . OCEAN STATE HEAT & AIR, INC. Permit Fee 107 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/12/15 ---------------------------------------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. 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 *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS PRR-NHT-Is A-PPR W D oxtV-rN-AceeRDANCE-WfTi-FALL-L-OTY-eF�ATLANTIC$EacfroRt)tNA vees-ate-Mt:-.eRIHlr------- BUILDIN1Q)V- % Fees STATE MECH DCA SURCHARGE 2 . 00 CITY OF ATLANTIC BEACH J800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 FNM INSPECTION PHONE LINE 247-5814 r,. v C`13 Page 2 Application Number . . . . . 14-00000263 Date 7/16/14 ------------------------------- Other Fees . STATE MECH DBPR SURCHARGE 2 . 00 ------ ----- Fee summary Charged Paid Credited Due ----- ---------- ---------- Permit Fee Total 107 . 00 107 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 111 . 00 111 . 00 . 00 . 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 Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: 3 l 1 1-ib 3-fte a4 94(c,t4,G 13e-4. E(- 39;2_3 PERMIT# 4 PROJECT "L UE $ ARI# 3 b`-(b 3(57 REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity I Tons Per Unit O Heat: Unit Quantity BTU's Per Unit y�d Seer Rating REQUIRED Duct Systems: Total CFM o REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated 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 Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name r_A r is:Ld& _ b71 e•za-�e f(t 091 a h 6 d a Phone(�Number Mechanical Companya S'�je 6.1 4,Ua-4 ��� Office Phone - 5'al Co. Address: L{`7 City k State El. Zip yd�6 6 License Holder(Pr* State Certification/Registration# 64C,011q 3 to tJV�X� Notarized S' YVJEM P.M er ATE OF FL �S'T'') day of' 20 C eEe�s�ti fore me this101: INCE �� Expires ignature of Notary Public rw WON Ulm t 1 E Certificate of Product AHRI Certified Reference Number: 3646315 Date: 7/11/2014 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 25HBC548A**30 Indoor Unit Model Number: FV4CN(B,F)005 Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: CARRIER AIR CONDITIONING } i. Series name: COMFORT SERIES PURON HP Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 46500 EER Rating (Cooling): 12.50 SEER Rating (Cooling): 15.00 Heating Capacity(Btuh) @ 47 F: 44500 Region IV HSPF Rating (Heating): 8.00* Heating Capacity(Btuh) @ 17 F: 28400 Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data.unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; AM entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, AIR-CONDITIONING,HEATING, personal and confidential reference. &REFRIGERATION INSTITUTE CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridlrectory.arg,click on"Verify Certificate"link ,,:,:,lake 1_le bx.ve." and enter the AHRI Certified Reference Number and the date on which the certificate was issued, ......... which is listed above,and the Certificate No.,which is listed at bottom right. '' 130495828293168607 @2014 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: From:R&R Electric of North FI . Inc. 9047688240 09/15/2014 11 :38 #080 P .0021002 EARLY PoWEG1EMENT & RELEASE "ITY 4F ATLANTIC BEACH Electric power is requested now under the conditions and terms of this fully executed Agreement&Release Job Address: i l ; . 3 3 �l I:�'�11 V"E Permit No. + ow 6 1 Service Type(Circle tine): OverheaK nderground,i We,the undersigned General Contractor and Electrician,understand and ag-ee: 1. "Early Power".is purely for our construction convenience, it is not required by Codes and does not and ti such at he d sejetio discretion tthehe Building Offic al of Occupan cyjffiat must be issued before occupancy, 2. inspections fmust have prior Approval,incspding meter base coor nnecto ons.early power energizing. All rough 3. Occupancy or use of the new construction before a formal C10 constitutes fraudulent use of the early elect>7c service. Such action is expressly prohibited ?nd penaliz;d by The City of Atlantic Beach Ordinances. A violation of this Agreement syall result ,n a request f(�r prompt removal of electric service after a twenty-four hour notice. 4. "PariPower"release authority is the Elt-.trician and/or the Contactor and must not occur before: It Equipment,devices and fixtures are instal:ed(or blanked off)safely. b, Panel inspection).is complete with breakers and cover,and(labeling required at final 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 Temnomry address numbers,dicnlayed(Permanent numhe*s are regnirPl1 for C/Ci) 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. ,.� DATE CONTRACTOR M PRINT r I AT E —�---- ` t ELECTR.C�AN � j PRINT NAME Q OW goo Serniq-;;e Road,atlantic Beacr FL 32233 Phone:(904)247-5826 Fax:(904)247-5345 http:t/ vvv.coab.us revised 0130 09 MARVIN BOUTWELL FILE copy �6tldf�2�f�i1/�i CO1'?��iJZPiP/t� 2800 Madrid Avenue East Jacksonville Florida 32217-2763 Phone(904)737-2684&FAX Or(904)733-7710 Registration Special Inspector 0760 Florida 4983 August 26, 2014 Mike Jones Building Official Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 RE: Permit Number 14-0263; 317 4'" Street Atlantic Beach; Colabella Residence Mr. Jones, In reference to the porch columns located at both the front porch and rear porch assemblies please note the following changes. After reviewing the truss drawings with the calculated design loads and reactions it was decided that a 6x6 column was not required and that a 4x4 column was sufficient to carry the loads. The truss point loads for the 12 trusses that make up that portion of the roof in the rear total 5,013# with the weight on the column nearest the main house @ 2506.5# carrying the most weight. The columns on each end in the front carry 1,828# ea. There are 5 columns total, 3 in the front and 2 in the rear of which the maximum load on any one column is 2,506.5#. Since the compressive strength of a Southern Pine 4x4x8 is approximately 7,500#, there is ample capacity for these loads. Should you have any questions please do not hesitate to contact me at the number above. c�aiee�e.ar:tra�ar,.Eef� Respectfully, w °�Q9i[Rttp, I+FPps .EN1 t arvin Boutwell PE av ; 0.4983 mb/db \colabella file g g^ s-('A3 E OF --------`-------..-__..._ ':,...�:.��.,�.-...�.-...�. �i, fix?1 �-e°rr°r°° `� ♦ 'V/0 NAS, .' ,. EVEMD FOR CODE COMIPLIANCE # .�,,,,�,�„�:►• CITY OF .404,1;vvTlk 4EACI SEE PER!VIITS HOtc ,,.DDITIONAL REQUIREMENTS?,ND;'ONDITIONS. REVIEWED BY. m DATE:2T/,9 71141