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950 MAIN ST - PERMIT RES17-0185 City of Atlantic Beach APPLICATION NUMBER • Building Department (To.be'assigned by the Bwlding Department.). IYl nL`' 800 Seminole Road 'LGI . Atlantic Beach, Florida 32233-5445 G`�t Phone(904)247-5826 • Fax(904)247-5845 p, E-mail: building-dept@coab.us Date Luted: /-'�aS t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: p s /'��1 n S�. Department review required Yes No ulin , Applicant: Planning &Zoning 11 Tree Administrator Project: t1� (!,,Public Utilities 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: [Approved. ❑Denied. []Not applicable (Circle one.) Comments: BUILry©ING '' PLANNING &ZONING Reviewed by: Date: /a y�l� TREE ADMIN. Second Review: ❑Approved as revised. ❑Denie . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [-]Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 0511912017 i P Building Permit Application City of Atlantic Beach 0 FICE COr3v SEP 2 5 2017 '8J Seminole Road,Atlantic Beach, FL 32233 Phone:(904)247-5826 Fax: (904)247-5845 : _ Job Address: I AA Permit NumberTSJ Legal Description to ok i tet �dyvvv 14 RE# 1710 0000 Valuation of Work(Replacement Cost)$ '3 64 0 00, Cooled SF /q70 P(on-Heat d/Cooled 562 Z • Class of Work(Circle one): _�ew Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): CommercialCj:e�idential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No (W • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: 0'i lwy ,3L,v 12e�6;dau Florida Product Approval# for multiple products use product approval form Property Owner Information Name: A-P-S P"Oivj 5hurt 4Pu5t Address:O -7ZO 1_-)j Av-e City --I ✓; State. FZ- zip 32-zv':f) Phone Ofc9l (RILI W73 E-Mail Owner or Agent(if Agent,Power ofAttorneyor Agency Letter Required) Contractor Information Name of Company:RAW,,0,L;14),vwW 4� .a SOICI _Qualifying Agent: Address 1Z4*,7-0-7,, 1 Ifll city J&,*tora vrte State zip TZOW Office Phone-6�59 ?,35- 0-7 Job Site/Contact Number. -i �5 - 236 307 State Certification/Registration# (-,(rC-0 55g®1 E-Mail 9-OU7 YU 141 4,e-r)(U 26-+1]ty P q P,14j� - 4--,- Architect Name&Phone# Engineer's Name&Phone# K.) 7 Workers Compensation L-1WO-5 /'*o's CJt/-'4"/C'i1 f 0 Exempt/Insurer/ Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS,FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. C Sign re of Owner or Agent including Contractor) (signature of contractor) o, Signed and sworn to(or affirmed)before me this&E ,ec day of nd sworn to(or affirmed)before me this 2 5 day of by P-'194Qj[' 74)1'-( by AW Signs6A*6WeI_ 7 (signature 8f 6tary)_ j*1 1.g n NOTARY PUBLIC Chdd A.KadW STATE OF FLORIDA NOTARY PUEILIC Conwn#FF242986 STATE OF FLORIDA [M Personally Known OR Expires 6/26/2019 [14 Personally Known OR Cam*FF242986 [ ]Produced identification [ ]Produced Identification Expires 61261201,9 Type of Identification: Type of Identification: 'rl ,J. Il V CITY OF ATLANTIC BEACH 800 Seminole Road OCT 12 2411 Atlantic Beach,Florida 32233 JF31�r REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS gjS 17 ^ Date/0—/2- - /-'Revision to Issued Permit Corrections to Comments Permit# ®1 S Project Address q5-0 MAI �J Contractor/Contact Name ic-E70'" ► tx A7el�, Phone Sq - 23 -45- 0 3 c9 Email r7a6 P% 4,2T, lu e� L Description of eescriiptionof Proposed Revision/Corrections: Permit Fee Du<$] 67tD l/T'i / v c� Gt 71 ndlJ A C Cd N s ems' 2 � ' t ' e S 2 o v-e� Additional Increase in Building Value Additional S.F. By signing below,I 9CV1,YJ affirm the Revision is inclusive of the proposed changes. rinted name) 1� -( 2-- /7 Sne A ontractor must sign if increase in valuation) Date le (Office Use Only) Approved_ Denied Not Applicable to Department Revision/Plan Review Comments /1/0/, coilrae7G2 To A.eh-vn "To6 st -¢ cWPy R Pad/ .RrQ. Depp-rtmerlt Review Required: �;�Bui din nning &Zonin0 Reviewed By Tr istrator Auak�) &07/37177 Public Safety Date Fire Services DO NOT WWTE BRY Ow� OFF CE DISE ONI Y e FLORI Applzca Co es: ZOZODABUILDING CODE �e�e exult (circle Approved Disapproved , Approvecf W/ Co_Uditions Review Initials/Date: /f 1 !a- y.•�7 Deyelopxnex�t See � HabitableSpace u,2/ SS . Non-Habitable sGa s,r' i -npetvious area AsceUR-aeons Information �ecupaucy Croup - 3 ype of Constco-ction amber of Stories l niug District X. Occupancy Load Sprinlders Required A.done_X ditions/Comments: City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 �EstI v Phone(904)247-5826 • Fax(904)247-5845 o�d A E-mail: building-dept@coab.us Date routed: a City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: `� I'`�t S . Department review required Yes No 11 � r Buildin Applicant: kl A�@ i�r1�� t�Q� ��tj10h + Planning&Zoning T� Tree Administrator Project: OQ,t,J <,-i(\ kt—��im, \6 �(� ublic Works ublic Utilities Public Safety Fire Services Review feee$ - s -- y^_Dept Signature Other Agency Review or Permit Required Review or Receipt .pate of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic_Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ADenied. ❑Not applicable (Circle one.) Comments: BUILDING CPLANNING4&Z N Reviewed by: /' Date:l0 Z—l 7 TREE ADMIN. Second Review.: [-]Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [-]Approved as revised. [-]Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 SSS p CITY OF ATLANTIC BEACH r 800 Seminole Road. r OCT 1 2 2017 Atlantic Beach Florida 32233 REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS- Date Revision to Issued Permit Corrections to Comments Permit# Q1 �3 S Project Address 5 In A, Contractor/Contact Name l��U i"dy VL-,A7eTO' Phone Sq 23 0 3 0'7 Email `� r v Description of Proposed Revision/Corrections: Permit.Fee Due$ CA Ak C- i ` e S 2 2� p v-e� Gc�-„ Additional Increase in Building Value $ Additional S.F. By signing below,I /I`yo N'r- ��'N affirm the Revision is inclusive of the proposed changes. printed name) Signature i ac A ontractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Bui din P,t ming &.onin ani Reviewed By Tr istrator . W u i i ies �^ (6 - Public Safety Date Fire Services City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 6-S I I c) Phone(904)247-5826 Fax(904)247;5845-5845 J E-mail: building-dept@coab.us SEP 2017 Date routed: City web-site: http://vAm.coab.us APPLICATION REVIEW AND-TRACKING FORM `S 0 Department review required Yes No Property Address: Buildin Applicant: eu:aktAh Wtm-t1144 Planning &-Zoning '.lTree_Administrator Project: Deyj '-Q1ftkt-6M1 i� �ft5L6:br�ic�W_orks ublic Utilities Public Safety Fire Services Review 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: APPL)CATION STATUS Reviewing Department First Review: V/Approved. [:]Denied. [-]Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by,: 4V -Date:&'.-z --Z2 TREE ADMIN. Second Review: FlApproved as revised. []Denied. ONot applicable f Ef��EWJ&WORKS-7 Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. []Denied. E]Not applicable Comments: Reviewed by: Date: Revised 05119/2017 CITY OF ATLANTIC BEACH r 800 Seminole Road OCT 1 2011 1 Atlantic Beach,Florida.32233 ri1,]9 a ? 132017 ;y REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW MMENTS Date /0—/2— Revision to Issued Permit Corrections to Comments Permit# Project Address l S �/ t — � : Contractor 1 Contact Namei" Phone �l Sq ' 23 93 3 ,,2'7 Email 255 r ti �"27_i aN 201ey< M,4(4, 4A Description of Proposed Revision/Corrections: Permit Fee Due $ c- e S 2 p c1—e� h Additional Increase in Building Value Additional S.F. By signing below,I f r V4j pv t, N affirm the Revision is inclusive of the proposed changes. printed name) Signature i ac A- ontractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department pP P Revision/Plan Review Comments 6 Department Review Required: ZZ Bui din . nning &Zonin eviewed y Tr istrator W - u c Mies ies Z�""�Y Public Safety Date Fire Services Comp. By: SRW _ Date: 10/2/2017 Public Works Department: City of Atlantic Beach Permit No: RES17-0185 Address: 950-Main Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and.postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows_ : V=CAR/12 Where: V=Volume of.Runoff C=Coefficient of Runoff A=Area of lot in.square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 5,100 ft, Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd :'C" Impervious 0 5,100 1.00 0.00 Pervious 5,100 5,100 0.20 0.20 Runoff Coefficient(C)= 0.20 Runoff Volume V= 0.20 x 51100 x . 9.3 / 12 V= 791 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 5,100 ftZ Runoff Coefficient - Area Lot Area Description (ft) (ft) "C". Wtd "C" Impervious 2,395 5,100 1.00 0.47 %ISA= 47.0% Pervious 2,705 5,100 0.20 0.11 Runoff Coefficient(C)= 0.58 Runoff Volume V= 0.58 x 5,100 x 9.3 / 12 V= 2,275 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 2,275. - 791 DV= 1,485 ft3 Retention MASTER WATER RETENTION 10/2/2017 {f Comp. By: SRW Date. 10/2/2017 Public Works Department City of Atlantic Beach Permit No: RES17-0185. Address: 950 Main Street Provided Storage: Elevation Area Storage (ft) (ft) (ft) 9.0 675 0 BOTTOM 45 X 15 10.0 931 803 TOB.. 49 X 19 Elevation Area Storage (ft) (ft2) (ft) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 931.0 d=depth to ESHWT= 6.0 pf.=pore factor= 0.3 Inground Storage= 1675.8 ft3 Required Treatment Volume= 1,485 ft3 Supplied Treatment Volume= - 2,479 ft3 Retention MASTER WATER RETENTION 10/2/2017 CONC CURB & GUTTER MAIN STREET _ (50.0 FOOT RIGHT—OF—WAY) CONC CURB ww & CUTTER egg 50°009 L3381S 416 Ol ,0.5-VZ g ® o awA a� 4-jul C5 oO w O O o v 0 r N a ® O � OI � ® ON w U !� O 164 OI r (XYfld) 00'09 (•w•d)sc•s� ;� PUBLIC WORKS (Y)APPROVED { }DENIED { }NOT APPLICABLE TO DEP'` 7 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH.FLORIDA c Project Name: i—Af:ty, �1 ;J,910- Permit # L'S/7 0/OD � J Project Address: f 0 �`N �l 29,W, A-6 ,14 -3 LZ J As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval maybe obtained at:www.floridabuildin .or M. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging ►D�U" 3(✓y �vY � 'f i 2.Sliding EI D L V44� `70 1,2- 3. 3.Sectional 4.Roll upy� 5.Automatic ) 6.Other B.WINDOWS 1.Single hung 2.Horizontal slider 3.Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Windbreaker 11.Dual action 12.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1.Siding t?<j fZV i �I a i 11.1 L 2.Soffits 3.EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10.Synthetic stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles 7Q/j= Aa .E 2.Underlayments MID 5 #22 O � 'Fl-1 fob-7 - 3 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7.Single ply roofing 8.Roofing tiles 9.Roofmg insulation 10.Waterproofing 11.Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16.Spray applied polyurethane roof r 17.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2.Bahama 3.Storm panels 4.Colonial 5.Roll-up 6.Equipment 7.Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor L 2.Truss plates 3.Engineered lumber 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G.SKYLIGHTS 1.Skylight i' 2.Other Category/Subcategory Manufacturer Product Description LimitationofUse State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Z�� (Contractor Name) (Print Name) C (Signature) Company Name: L L/"J.4 Mailing Address: JZ Za2 1,11e 184 40--I b l city:14'Lk 50A)V i& State: Fz_, Zip Code: Z 2 o Fax Number:Number: Telephone 7q 3 79- / p ( ) (�) Cell Phone Number:(isq) 23 f— 3�'� E-mail Address: , 1i`-1�9,27"�; .g/ �✓�rrlL1/� � SIMPSON PRODUCT APPROVAL LIST Simspon Truss Screws SDWC15600—FL 13975.2 Simpson HTT%Holdown—FL 11496.6 Simpson MSTA24 Straps—FL 10852.9 Simpsom HTS16 Twist Straps—FL 10456.6 I OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: R0416156 Builder Name: Solar Home Developers LLC. Street: Camelia Street,Lot 3 Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1527.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1278.00 ft' b.Frame-Wood,Adjacent R=13.0 249.75 ft' 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1420.0 sqft.) Insulation Area a.Under Attic(Vented) R=38.0 1420.00 ft2 6. Conditioned floor area above grade(ftp 1421 b.N/A R= ft' Conditioned floor area below grade(ftJ 0 c.N/A R= ft' 11.Ducts R ft' 7. Windows(136.0 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 225 a. U-Factor. Dbl,U=0.29 136.00 ft' SHGC: SHGC=0.23 b. U-Factor. N/A ft' 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 28.6 SEER:14.00 c. U-Factor: NIA ft' SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a.Electric Heat Pump 28.6 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 2.438 ft. Area Weighted Average SHGC: 0.230 14.Hot water systems 8. Floor Types (1421.0 sqft.) Insulation Area a.Electric Cap:80 gallons a.Slab-On-Grade Ede Insulation R=0.0 1421.00 ft' EF:0.950 Edge b. Conservation features b.N/A R= ft' Solar:FEF=3.2 c.N/A R= ft2 15.Credits None Glass/.Floor Area: 0.096 Total Proposed Modified Loads: 35.04 PASS Total Baseline Loads: 39.20 I hereby certify that the plans and specifications covered by Review of the plans and ��'CKE S-, this calculation are in compliance with the Florida Energy specifications covered by this Ggv __,p� Code. calculation indicates compliance c tai/,, _.•,,: .n with the Florida Energy Code. PREPARED BY: Before construction is completed �ny DATE:. 05/09/16 this building will be inspected forA. compliance with Section 553.908 ,�= ¢ y. I hereby certify that this buildin ed, is in compliance Florida Statutes. with the Florida Ener OWNER/AG BUILDING OFFICIAL: 17194 DATE: 5:-nDATE: -� - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Com'pliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 5/9/201611:54 AM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 ,. - s - � ., ., FORM R405-2014 PROJECT Title: R0416156 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1421 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Solar Home Developers LLC. Rotate Angle: 0 Street: Camelia Street,Lot 3 Permit Office: City of Atlantic Beach Cross Ventilation: No County: Duval Jurisdiction: 261100 Whole House Fan: No City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 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 Entire House 1421 12789 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Great RM Dining 435 3915 No 0 1 Yes Yes Yes 2 Master Suite 176 1584 No 2 1 1 Yes Yes Yes 3 Mwic 36 323 No 0 1 Yes Yes Yes 4 MasterBath 52 472 No 0 1 Yes Yes Yes 5 Mtit 21 189 No 0 1 No Yes Yes 6 Bedroom2 165 1485 No 1 1 1 Yes Yes Yes 7 Bedroom3 156 1404 No 1 1 1 Yes Yes Yes 8 Bath2 71 638 No 0 1 No Yes Yes 9 Laundry 38 342 No 0 1 Yes Yes Yes 10 Kitchen 271 2439 Yes 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Great RM Dining 41.3 ft 0 435 ft2 w_ 0 0 1 2 Slab-On-Grade Edge Insulatio Master Suite 20.3 ft 0 176 ft2 __ 0 0 1 3 Slab-On-Grade Edge Insulatio Mwic 12 ft 0 36 ft2 s_ 0 0 1 4 Slab-On-Grade Edge Insulatio MasterBath 8.7 ft 0 52 ft2 0 0 1 5 Slab-On-Grade Edge Insulatio Mtlt 1 ft 0 21 ft2 0 0 1 6 Slab-On-Grade Edge Insulatio Bedroom2 11.3 ft 0 165 ft2 0 0 1 7 Slab-On-Grade Edge Insulatio Bedroom3 13.7 ft 0 156 ft2 0 0 1 5/9/201611:54 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 FLOORS # Floor Type Space _ Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet F-1 8 Slab-On-Grade Edge.Insulatio Bath2 1 ft 0 71112 0 0 1 9 Slab-On-Grade Edge Insulatio Laundry 1 ft 0 38 ft2 r_ 0 0 1 10SIab-On-Grade Edge Insulatio Kitchen 34.7 ft 0 271 f12 ___ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1539 ft2 296 ft2 Medium 0.65 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1421 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Great RM Dining 38 Blown 434 1112 0.1 Wood 2 Under Attic(Vented) Master Suite 38 Blown 176 ft2 0.1 Wood 3 Under Attic(Vented) Mwic 38 Blown 36 ft2 0.1 Wood 4 Under Attic(Vented) MasterBath 38 Blown 52 ft2 0.1 Wood 5 Under Attic(Vented) Mtlt 38 Blown 21 ft2 0.1 Wood 6 Under Attic(Vented) Bedroom2 38 Blown 165 ft2 0.1 Wood 7 Under Attic(Vented) Bedroom3 38 Blown 156 ft2 0.1 Wood 8 Under Attic(Vented) Bath2 38 Blown 71 ft2 0.1 Woad 9 Under Attic(Vented) Laundry 38 Blown 38 ft2 0.1 Wood 10 Under Attic(Vented) Kitchen 38 Blown 271 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below -- # Omt To. Wall Type Space R-Alalue Ft In Ft In area R_lahe Er _ 1 N Exterior Frame-Wood Great RM Din 13 25 8 9 0 231.0 ft2 0.6 0.25 0.3 0 _2 E Exterior Frame-Wood Great RM Din 13 15 8 9 0 141.0 ft2 0.6 0.25 0.3 0 _ 3 N Exterior Frame-Wood Master Suite 13 7 0 9 0 63.0 ft2 0.6 0.25 0.3 0 _4 E Exterior Frame-Wood Master Suite 13 13 4 9 0 120.0 ft2 0.6 0.25 0.3 0 5 E Exterior Frame-Wood Mwic 13 5 8 9 0 51.0 ft2 0.6 0.25 0.3 0 _6 S Exterior Frame-Wood Mwic 13 6 4 9 0 57.0 ft2 0.6 0.25 0.3 0 _ 7 S Exterior Frame-Wood MasterBath 13 8 8 9 0 78.0 ft2 0.6 0.25 0.3 0 _ 8 S Exterior Frame-Wood Bedroom2 13 11 4 9 0 102.0 ft2 0.6 0.25 0.3 0 _ 9 S Exterior Frame-Wood Bedroom3 13 13 8 9 0 123.0 ft2 0.6 0.25 0.3 0 10 N Exterior Frame-Wood Kitchen 13 17 8 9 0 159.0 ft2 0.6 0.25 0.3 0 _11 S Exterior Frame-Wood Kitchen 13 1 4 .9 0 12.0 ft2 0.6 0.25 0.3 0 _12 W Exterior Frame-Wood Kitchen 13 15 8 9 0 141.0 ft2 0.6 0.25 0.3 0 5/9/201611:54 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 i FORM R405-2014 WALLS AdjacentCavity Width Height Sheathing Framing Solar Below ILTypP Space R_Value Ft In Ft In Area R-Valile Eractlon Ahcnr c _13 W Garage Frame-Wood Bedroom3 13 14 8 9 132.0 ft2 0.23 0.01 0 14 W Garage Frame-Wood Laundry 13 6 4 9 57.0 ft2 0.23 0.01 0 15 S Garage Frame-Wood Kitchen 13 6 9 9 60.8 1112 0.23 0.01 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Great RM Din None .35 6 6 8 40 111:2 2 W Insulated Kitchen None .35 3 6 8 20 ft2. 3 S Insulated Kitchen None .35 3 6 8 20 ft2, WINDOWS Orientation shown is the entered,ProDosed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 TIM Low-E Double Yes 0.29 0.23 40.0 ft2 1 ft 6 in 1 ft 6 in Drapeslblinds Exterior 5 2 E 4 TIM Low-E Double Yes 0.29 0.23 30.0 ft2 1 ft 6 in 1 ft 6 in Drapesiblinds Exterior 5 3 S 7 TIM Low-E Double Yes 0.29 0.23 6.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds Exterior 5 4 S 8 TIM Low-E Double Yes 0.29 0.23 15.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds Exterior 5 5 S 9 TIM Low-E Double Yes 0.29 0.23 15.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds Exterior 5 6 W 12 TIM Low-E Double Yes 0.29 0.23 30.0 ft2 5 ft 9 in 1 ft 0 in Drapes/blinds Exterior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 380 ft2 380 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000286 1065.9 58.52 110.05 .2202 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 28.6 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:14 28.6 kBtu/hr 953 cfrn 0.72 1 sys#1 5/9/2016 11:54 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 80 gal 60 gal 120 deg Solar SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF S00204A Solene 40DC-80DB SLAR-40 40 ft2 80 gal. 3.2 DUCTS / —Supply— —Return— Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 225 ft2 Attic 150 ft' Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:N Ceiling Fans: Nov H Dee Heatinn r]Jul 9 g Ian Jan Feb Mar Apr May JuH Feb Mar W Apr I I May rl n Jul Aug SMAu rl ep �C�OctX Nov Dec Venting Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 5/9/201611:54 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ' OFFICE COPY ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* 89 The lower the EnergyPerformance Index,the more efficient the home. Camelia Street, Lot 3, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1278.00 f12 b.Frame-Wood,Adjacent R=13.0 249.75 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.NIA R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 1420.00 ft2 6. Conditioned floor area(ft2) 1421 b.NIA R= ft2 7. Windows- Description Area 11 Ducts R _ z R ft2 a. U-Factor: Dbl,U=0.29 136.00 ft2 SHGC: SHGC=0.23 a.Sup:Attic,Ret:Attic,AH:Garage 6 225 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor. N/A ft2 a.Central Unit 28.6 SEER:14.00 SHGC: d. U-Factor. N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 28.6 HSPF:8.20 Area Weighted Average Overhang Depth: 2.438 ft. Area Weighted Average SHGC: 0.230 8. Floor Types Insulation Area 14.Hot water systems Cap:80 gallons a.Slab-On-Grade Edge Insulation R=0.0 1421.00 ft2 a.Electric EF:0.95 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features Solar:FEF=3.2 15.Credits None I certify that this home has complied witVhe Florida Energy Efficiency Code for Building zKE sr Construction through the above ener saving features which will be installed(or exceeded) tion _ �ITAo in this home before final inspecti . Otherwise, a new EPL Display Card will be completed based on installed Code res. Builder Si natur Date: Address of New Home:05-0 G`z ►.5 City/FL Zip: ig4J_6 hA 3Z?-3-3 coo ego *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of`certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/9/2016 11:55 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 `Si � .. � i t Manual S Compliance Report Job: R0416156 wrightsoft, Date: 04-21-16 Entine House By: TMN Solar Home Developers LLC OFFICE COPY 2425 Bentshire Dr,Jacksonville,FL 32246 Phone:904472-1459 r,oject lnformatidn.�, For: Camelia Street, Lot 3,Atlantic Beach, FL boling • • Design Conditions Outdoor design DB: 92.7°F Sensible gain: 20560 Btuh Entering coil DB: 79.0°F Outdoor design WB: 77.1 OF Latent gain: 4501 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 25062 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier or Eqv. Model: CH14NB030****A+FB4CNP030L Actual airflow: 953 cfm Sensible capacity: 20592 Btuh 100% of load Latent capacity: 8008 Btuh 178% of load Total capacity: 28600 Btuh 114% of load SHR: 72% 4K 0'afi • EquipmeM Design Conditions Outdoor design DB: 32.5°F Heat loss: 22102 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier or Eqv. Model: CH14NB030****A+FB4CNP030L Actual airflow: 0 cfm Output capacity: 28600 Btuh 129% of load Capacity balance: 25 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 0 cfm Output capacity: 8.0 kW 124% of load Temp. rise: 26 OF The above equipment was selected in accordance with ACCA Manual S. 0 A: wrightsoft Right-Suite® 2016-May-09 11:51:42 Universal 2017 17.0.03 RSU07440 Page 1 /4C +& ...Ile\R0416156-Lot 3\R0416156-Garage Left.rup Calc=MJ8 House Front faces: W - - wrightsoft- Project Summa Job: R0416166 Date: 04-21-16 Entire HouseOFFICE . Y. TMN Solar Home Developers LLC 2425 Bentshire Dr,Jacksonville,FL32246 Phone:904-472-1459 •ject Information For: Camelia Street, Lot 3,Atlantic Beach, FL Notes: Load Calculation was obtained from an electronic copy of drawing. D- • • • Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 38 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17743 Btuh Structure 13357 Btuh Ducts 2440 Btuh Ducts 6009 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 1195 Btuh Piping 0 Btuh Equipment load 20184 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20560 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3103 Btuh Ducts 1398 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft' 1421 1421 Equipment latent load 4501 Btuh Volume?ft.) 12788 12788 Air changes/hour 0.45 0.23 Equipment total load 25062 Btuh Equiv.AVF (cfm) 96 49 Req. total capacity at 0.72 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier or Eqv. Make Carrier or Eqv. Trade Split HP Trade Split HP Model CH14NB030****A Cond CH14NB030****A AHRI ref 7835429 Coil FB4CNP030L AH R I ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 20592 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8008 Btuh Temperature rise 0 OF Total cooling 28600 Btuh Actual air flow 0 cfm Actual air flow 953 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right-Suite®Universal 2017 17.0.03 RSU07440 2M-May-09 11;age 1 ACMI age 1 ...ile1R0416156-Lot 3/80416156-Garage Left.rup Calc=MJB House Front faces: W - - wrightsoft' Right-JO!Worksheet Job: R0416166 Entire Mouse Date: 04-21-16 Solar Home Developers LLC By: TMN 2425 Bentshire Dr,Jacksonville,FL 32246 Phone:904-472-1459 1 Room name Entire House Great RM Dining 2 Exposed wall 142.0 ft 41.3 ft 3 Room height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 1.0 x 434.3 ft 5 Room area 1420.9 ftz 434.3 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ft Load number (Btuh/ft2-°F) (Btuh/ft5 or perimeter (ft) (13t h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 3.41 2.29 372 336 1147 771 0 0 0 0 4A5-2ob 0.290 n 10.88 7.88 6 0 65 47 0 0 0 0 4A5-2ob 0.290 n 10.88 7.88 30 0 326 236 0 0 0 0 V1J 12C-Osw 0.091 a 3.41 2.29 312 242 825 554 141 101 344 231 11 LI-_-Gp 4A5-2ob 0.290 a 10.88 21.93 30 0 326 658 0 0 0 0 11 NO 0.350 a 13.13 10.57 40 40 528 425 40 40 528 425 IW 12C-Osw 0.091 s 3.41 2.29 453 413 1409 947 231 191 652 438 L-G 4A-12ob 0.290 s 10.88 7.88 40 40 435 315 40 40 435 315 Lt12C-Osw 0.091 w 3.41 2.29 141 91 310 208 0 0 0 0 -t� 4A5-2ob 0.290 w 10.88 11.33 30 23 326 340 0 0 0 0 11NO 0.350 w 13.13 10.57 20 20 264 212 0 0 0 0 12C-Osw 0.091 - 3.41 1.39 288 268 914 373 0 0 0 0 IL-D 11 NO 0.350 n 13.13 10.57 20 20 264 212 0 0 0 0 C 1613-38ad 0.026 0.98 1.40 1421 1421 1385 1984 434 434 423 606 F 22A-cpl 0.989 37.09 0.00 1421 142 5266 0 434 41 1533 0 6 c)AED excursion 0 -172 Envelope loss/gain 13792 7284 3915 1844 12 a) Infiltration 3952 953 1150 277 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 4 920 0 0 Appliances/other 4200 1100 Subtotal pines 6 to 13) 17743 13357 5065 3221 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17743 13357 5065 3221 15 Duct loads 14% 45% 2440 6009 14% 45% 697 1449 Total room load 20184 19366 5762 4671 Air required(cfm) 0 953 0 230 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ori htsoft" 201GMay-0911:51:42 9 Right-Suite®Universal 2017 17.0.03 RSU07440 Page 1 ...ileNR0416156-Lot 31RO416156-Garage Left.rup Calc=MJ8 House Front faces: W - -wrightsoft• Right-J®Worksheet Job: R0416156 Entire House Date: 04-21-16 Solar Home Developers LLC By: TMN 2425 Bentshire Dr,Jacksonville,FL 32246 Phone:904-472-1459 1 Room name Master Suite Mwic 2 Exposed wall 20.3 ft 10.3 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 175.6 ft 5.7 x 4.7 ft 5 Room area 175.6 ft= 26.4 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/ft'°F) (Btuh/ft� or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) 13.41 Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 fW - 12C-0sw 0.091 n 2.29 0 0 0 0 42 42 143 96 4A5-2ob 0.290 n 7.88 0 0 0 0 0 0 0 0 4A5-2ob 0.290 n 7.88 0 0 0 0 0 0 0 0 �j12C-0sw 0.091 a 2.29 120 90 307 206 51 51 174 117 11 �G 4A5.2ob 0.290 a 21.93 30 0 326 658 0 0 0 0 �p 11NO 0.350 a 13.13 10.57 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 s 3.41 2.29 63 63 215 144 0 0 0 0 L-G 4A5-2.b 0.290 s 10.88 7.88 0 0 0 0 0 0 0 0 fW 12C-0sw 0.091 w 3.41 2.29 0 0 0 0 0 0 0 0 �--t� 4A5-20b 0.290 w 10.88 11.33 0 0 0 0 0 0 0 0 L-p 11NO 0.350 w 13.13 10.57 0 0 0 0 0 0 0 0 R. 12C-0sw 0.091 - 3.41 1.39 0 0 0 0 0 0 0 0 I-p 11NO 0.350 n 13.13 10.57 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.98 1.40 176 176 171 245 26 26 26 37 F 22A-cpi 0.989 37.09 0.00 176 20 754 0 26 10 383 0 6 c)AED excursion 115 -25 Envelope loss/gain 1774 1369 726 225 12 a) Infiltration 566 137 288 69 b) Room ventilation 0 0 O 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 100 Subtotal pines 6 to 13) 2339 1966 1014 394 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2339 1966 1014 394 15 Duct loads 14% 45% 322 884 14% 45% 139 177 Total room load 2661 2850 1153 572 Air required(cfm) 1 0 1401 10 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft- 2016-May-0911:51:42 9 Right-Suite®Universal 2017 17.0.03 RSUC7440 Page 2 ...ileNR0416156-Lot 3XR0416156-Garage Left.rup Calc=MJ8 House Front faces: W -��-wrightsoft° Flight-JO Worksheet Job: R0416156 Entire House Date: 04-21-16 Solar Home Developers LLC By: TMN 2425 Bentshire Dr,Jacksonville,FL 32246 Phone:904-472-1459 1 Room name MasterBath Mtlt 2 Exposed wall 10.3 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 61.9 ft 6.3 x 3.3 ft 5 Room area 61.9 ft' 21.1 ft2 Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/ft;°F) (BtuWft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IW 12C-Osw 0.091 n 3.41 2.29 93 87 297 200 0 0 0 0 H--C� 4A5-20b 0.290 n 10.88 7.88 6 0 65 47 0 0 0 0 L-G 4A5-2ob 0.290 n 10.88 7.88 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 a 3.41 2.29 0 0 0 0 0 0 0 0 11 4A5-20b 0.290 a 10.88 21.93 0 0 0 0 0 0 0 0 11NO 0.350 a 13.13 10.57 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 3.41 2.29 0 0 0 0 0 0 0 0 4A-12ob 0.290 s 10.88 7.88 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 w 3.41 2.29 0 0 0 0 0 0 0 0 4A5.2ob 0.290 w 10.88 11.33 0 0 0 0 0 0 0 0 11NO 0.350 w 13.13 10.57 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 - 3.41 1.39 0 0 0 0 0 0 0 0 I-D 11NO 0.350 n 13.13 10.57 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.98 1.40 62 62 60 86 21 21 21 29 F 22A-cpl 0.989 37.09 0.00 62 10 383 0 21 0 0 0 6 c)AED excursion 42 -8 Envelope loss/gain 806 291 21 22 12 a) Infiltration 288 69 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 300 100 Subtotal(lines 6 to 13) 1093 660 21 122 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1093 660 21 122 15 Duct loads 14% 45% 150 297 14% 45% 3 55 Total room load 1244 957 23 176 Air required(cfm) 0 471 1 0 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wre htsoft- 2016-May-0911:51:42 9 Right-Suite®Universal 2017 17.0.03 RSU07440 Page 3 ...ile\R0416156-Lot MR0416156-Garage Left.rup Calc=MJ8 House Front faces: W - +-wrightsoft° Right-JO Worksheet Job: R0416156 Entire abuse Date: 04-21-16 Solar Home Developers LLC By: TMN 2425 Bentshire Dr,Jacksonville,FL 32246 Phone:904-472-1459 1 Room name Bedroom2 Bedroom3 2 Exposed wall 11.3 ft 13.7 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 165.2 ft 1.0 x 156.0 ft 5 Room area 165.2 ft' 156.0 ft2 Ty Construction U-value Or H AreaLoad number (Btuh/ft2-'F) ftp(ftp Load Area ( (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Bt h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 , 12C-Osw 0.091 n 3.41 2.29 102 87 297 200 123 108 369 248 �--c� 4AS2ob 0.290 n 10.88 7.68 0 0 0 0 0 0 0 0 L� 4A5-2ob 0.290 n 10.88 _ 7.88 15 0 163 118 15 0 163 118 12C-Osw 0.091 a 3.41 2.29 0 0 0 0 0 0 0 0 11 4AS2ob 0.290 a 10.88 21.93 0 0 0 0 0 0 0 0 11NO 0.350 a 13.13 10.57 0 0 0 0 0 0 0 0 W 12C-osw 0.091 s 3.41 2.29 0 0 0 0 0 0 0 0 L_G 4A5-2ob 0.290 s 10.88 7.88 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 3.41 2.29 0 0 0 0 0 0 0 0 4A5-2ob 0.290 w 10.88 11.33 0 0 0 0 0 0 0 0 11NO 0.350 w 13.13 10.57 0 0 0 0 0 0 0 0 12C-Osw 0.091 - 3.41 1.39 0 0 0 0 132 132 450 184 D 11NO 0.350 n 13.13 , 10.57 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.98 1.40 165 165 161 231 156 156 152 218 F 22A-cpl 0.989 37.09 0.00 165 11 420 0 156 14 507 0 6 c)AED excursion -51 -65 Envelope loss/gain 1041 497 1641 702 12 a) Infiltration 315 76 380 92 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 1 230 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 1357 803 2021 1024 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1357 803 2021 1024 15 Duct loads 14% 45% 167 361 14% 45% 278 461 Total room load 1543 1164 2299 1484 Air required(cfm) 0 57 0 73 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wf i 17t50�t' 2016-May-09 11:51:42 t\ 9 Right-Suite®Universal 2017 17.0.03 RSU07440 Page 4 ...11e\R0416156-Lot 3\R0416156-Garage Left.rup Calc=MJ8 House Front faces: W -r�-wrightsoft° Flight-JO Worksheet Job: R0416156 Entire House Date: 04-21-16 Solar Home Developers LLC By: TMN 2425 Bentshire Dr,Jacksonville,FL 32246 Phone:9041372-1459 1 Room name Bath2 Laundry 2 Exposed wall 0 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 70.9 ft 6.3 x 6.0 ft 5 Room area 70.9 ft2 38.0 ftz Ty Construction U-value Or H Area (ftj Load Area (ftp Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 3.41. 2.29 0 0 0 0 0 0 0 0 4A5-2ob 0.290 n 10.88 7.88 0 0 0 0 0 0 0 0 4A5-2ob 0.290 n 10.88 7.88 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 3.41 2.29 0 0 0 0 0 0 0 0 11 4A5-2ob 0.290 a 10.88 21.93 0 0 0 0 0 0 0 0 11NO 0.350 a 13.13 10.57 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 3.41 2.29 0 0 0 0 0 0 0 0 L-G 4A5-2ob 0.290 s 10.88 7.88 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 w 3.41 2.29 0 0 0 0 0 0 0 0 4A5-2ob 0.290 w 10.88 11.33 0 0 0 0 0 0 0 0 11NO 0.350 w 13.13 10.57 0 0 0 0 0 0 0 0 � 12C-Osw 0.091 - 3.41 1.39 0 0 0 0 57 57 195 79 D 11NO 0.350 n 13.13 10.57 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.98 1.40 71 71 69 99 38 38 37 53 F 22A-cpl 0.989 37.09 0.00 71 0 0 0 38 0 0 0 6 c)AED excursion -24 -38 Envelope loss/gain 69 75 2321 94 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 300 500 Subtotal pines 6 to 13) 69 375 232 594 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 69 375 232 594 15 Duct loads 14% 45% 10 169 14% 45% 32 267 Total room load 79 544 263 862 Air required(cfm) 0 27 0 42 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. we-igFftsoft' 2016-May-09 11:51:42 Right-Suite®Universal 2017 17.0.03 RSU07440 Page 5 ...ileNR0416156-Lot 3\R0416156-Garage Left.rup Calc=MJ8 House Front faces: W - -wrightsoft, Right-M)Worksheet Job: R0416156 Entire House Date: 04-21-16 Solar Home Developers LLC By: TMN 2425 Bentshire Dr,Jacksonville,FL 32246 Phone:904.472-1459 1 Room name Kitchen 2 Exposed wall 34.7 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 271.4 ft 5 Room area 271.4 ft' Ty Construction U-value Or HTM Area (ftp Load Area Load number (Btuh/ftf-°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 3.41 2.29 12 12 41 28 4A5.2ob 0.290 n 10.88 7.88 0 0 0 0 4A5-2ob 0.290 n 10.88 7.88 0 0 0 0 �j 12C-Osw 0.091 a 3.41 2.29 0 0 0 0 11 �G 4A5-2ob 0.290 a 10.88 21.93 0 0 0 0 T: p 11NO 0.350 a 13.13 10.57 0 0 0 0 W 12C-Osw 0.091 s 3.41 2.29 159 159 543 365 L--G 4A5.2ob 0.290 s 10.88 7.88 0 0 0 0 WI ^ 12C-Osw 0.091 w 3.41 2.29 141 91 310 208 �---D 4A5.2ob 0.290 w 10.88 11.33 30 23 326 340 L_ 11NO 0.350 w 13.13 10.57 20 20 264 212 R 12C-Osw 0.091 - 3.41 1.39 99 79 269 110 T-D 11 NO 0.350 n 13.13 10.57 20 20 264 212 C 1613-38ad 0.026 0.98 1.40 271 271 265 379 F 22A-cpl 0.989 37.09 0.00 271 35 1286 0 6 c)AED excursion 310 Envelope loss/gain 3567 2164 12 a) Infiltration 965 233 b) Room ventilation 0 0 13 1ntemal gains: Occupants @ 230 0 0 Appliances/other 1800 Subtotal(lines 6 to 13) 4532 4197 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 4532 4197 15 Duct loads 14% 45% 623 1888 Total room load 5155 6085 Air required(cfm) 1 0 299 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft- 2016-May-0911:51:42 9 Right-Suite®Universal 2017 17.0.03 RSUD7440 Page 6 ...ile\R0416156-Lot 3\R0416156-Garage Left.rup Calc=MJ8 House Front faces: W 7 � a Alpine, an ITW Company 2400 Lake Orange Dr,,Suite 150 OFFICE C Q P� Orlando, 32837 LPI N E Phone:(800)755-6001 ANM-1170 AtY alpineitw.com Site information: Customer., Gleckler&Sons Building Supply Job Number: 398817 JobDeseription: 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Address: I City,State;Zip: ATL BEACH; Name, Address and License#of Structural EOR if one exists for the building: Name: KEVIN MARTIN 32027 License#: KEVIN MARTIN 32027 State.- Address: 13245-4 ATLANTIC BLVD,JAX,FL 32225 City,State;Zip Job Engineering Criteria; Design Code: FBC 2014 RES View Version: 1.7.01.00,0525.17 JRef#: 1 W4893530002 Wind Standard.' ASCE 7-10 Wind Speed(mph): 130 Roof Load(pso: 20.00-7.00-0,00- Floor Load(psf):• None 10.00 This package contains a job notes page, 19 truss drawings and 3 details. Item Seal# Truss Item Seal# Truss 1 257.17.0749.54257 Al 2 257.17.0750.26320 B11 3 257:17.0750.45593 A2 4 257.17.0751.03367 A3 5 257.17.0751.24190 A4 6 257.17.0751.40370 A5 7 257.17.0752.03293 A6 8 257.17.0752.06420 A7 9 257.17.0752.13720 A8 10 257.17.0752,18650 T08 11 257.17.0754.14043 A9 12 257.17.0754.30603 A10 13 257.17.0754.39360 B12 14 257.17.0753.53440 HJ15 '15 257.17.0753.16703 CJ18 16 257.17.0753.22677 CJ'17 17 257.17.0753.26670 CJ16 18 257.17.0752.47717 EJ13 19 257.17.0753.04567 EJ14 4a w✓:� 'SL Fl�BV� I Surd, '+ !3P OVA i ;vWa :-TED `i ,fir " „r, I 17 71 - No V••4 • •b_=l� 7V' i'ASr"CIVII i'i ;.1_J L ritl ioi` G J ®. 648 �c�r•. I .r, i r�,�; :., ,;,,� FILL CCJMPL!A�C `v'lIHT aC' r;'v,;I v�„ti 's,J. * « P.i ate t s('i a i:7.t«i GtikZ , L?lr. I ea •4 .♦ Jt* f f"+♦♦•�� as ♦♦ ''�'fl*��`��,�, �scC. oravlEtn , F"L 32223 ' - This document has been electronically signed ,and soled using o Digital Signature.Printed copies without an original signature must be 0911412017 _ verified using tt_:c> riginai eiechonicversion. a, Florida Certificate of Product Approval#FL1999 Printed 911412017 9:13:17 AM Y Job 13umber: 398817 Ply: 1 SEAN:800238 /T15 GABL Gust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 1 FROM:RH DrwNo: 257.17.0749.54257 Truss Label: Al TCE / OF 09/14/2017 F17 q e 2'4"1 "1' 1'4 �7'i 3 9'6"8 �9'�11"1 13'8 l� 1 18'¢" 32'5"15 34'0"3 9'6'8 4 9 F"-1'47' 1'4 14 13'9"15 ,1'6"� 20' (Ty =5X6 N K P I G 5X6 R1) E �2 12TT X6 -, G V 5 F H L a 3X4 M AA B O Q AB S6 1 3 A AC 3X4A1) AM =5X6 AL AH i Job Lumber: 398817 Ply: 1 SEAN:800191 /T19 GABLCust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 1 FROM:RH DrwNo: 257.17.0750.26320 Truss Label: B11 TCE / OF 09/14/2017 i 1'4'2 H1" 713 r 9,6„8 17'814 In-s.,73'13 7"13 8'2"6 8'2"6 -;� 8""6T 478 1-4""{ T (ryP) =06 12 T 5 � E 3X4 - m scl 3X4 1 B C 3 N SC2 , A O Y — -- --- t =3X6(C5) T =3X6 C5) 2X4(C5) =5X6 = X4(C5) 19'1" 1'4" V4” 19'1" (NNL) (NNL) F—2'9"B—'I r—2.9.8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or"=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef! U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.005 M 999 240 Y' 91 /16 /54 /- /12 /114 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.011 M 999 180 T* 76 /21 /47 /- /- /114 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - Wind reactions based on MWFRS EXP:C Des Lc: 37.00 Mean Height:15.00 ft HORZ(TL): 0.003 C Y Min Brg Width Req= - NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 T Min Brg Width Req= - TCDL:4.2 psf Bearings Y&T are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.182 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.102 Re Factors Used:Yes Max Web CSI: 0.049 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for Top chord 2x4 SP#2 gable wind bracing and other requirements. Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in Webs 2x4 SP#3 area(NNL).Dropped top chord braced at 24"oc :Stack Chord SC1 2x4 SP#2: intervals.Attach stacked top chord(SC)to dropped :Stack Chord SC2 2x4 SP#2: top chord in notchable area using 3x4 tie-plates 24" Lumber value set"1313"uses design values oc.Center plate on stacked/dropped chord approved 1/30/2013 by ALSC interface,plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: fNl�� Chord Spacing(in oc) Start(ft) End(ft) ��S• LIN TC 35 -1.33 1.46 ,` • • TC 119 1.46 9.54 �V •+�� •++ f� TC 75 9.54 19.08 {� ��` ` ��+% y TC 35' 19.08 20.42 Y e BC 75 0.29 18.79 +� • Apply purlins to any chords above or below fillers : •+ �. $ i at 24' OC unless shown otherwise above. a • Wind = Wind loads based on MWFRS with additional C&C a+ /4TE member design. ��•• ,+ � ., .40R �OP� 164 #0 2.78��41y�� '•..■.. Q' 09/14/2017 > 1W "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS].Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicabgle. Applgy plates to each face.oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,N„ Co,,,,,,V,., truss in conformance with ANSI �,, PI 1,or for handlin shippinq,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineerin responsibility solely for the design shown. The sui ability Suite 150 and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.tpinst.or;SBCA: www.sbcindus .com;ICC: www.iccsafe.org Orlando FL,32837 r Job Number: 398817 Ply: 1 SEAN:696561 /T1 COMN Cusl:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 2 FROM:RH DrwNo: 257.17.0750.45593 Truss Label: A2 TCE / DF 09/14/2017 8'1"12 17'4" 26'6"4 34'8" 8'112 9'2"4 9'2"4 8'1"12 =5X5 D 12 5 7X6 C7X6 (a) E N m T1 (a) (a) B F ai A G =3X4(A1) -5X5 =3X4 =5X5 =5X5 =3X4(A1) 18'11" 15'9" F14" 8' + 7'7"3 3'5"9 + 7'7"3 8 14� 8' 157"3 19'013 268" 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.032 K 999 240 B 661 /146 /386 /- /198 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.083 K 999 180 1 1702 /359 /816 /- /- /4.0 BCDL: 10.00 Risk Category:If Snow Duration:NA HORZ(LL): 0.011 H - - F 516 /110 /332 /- /- /4.0 Des Ld: 37.00 EXP:C HORZ(TL): 0.026 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf 1 Min Br Width Re 2.0 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.999 g q= BCDL:5.0 psf F Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.684 Bearings B,I,&F are a rigid surface. Spacing:24.0" .0&C Dist a:3.47 ft Rep Factors Used:Yes Max Web CSI: 0.576 Loc.from endwall:Any FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 410 -911 E-F 215 -546 Value Set:13B(Effective 6/1/2013) D-E 700 -188 Top chord 2x4 SP SS Dense:T1 2x4 SP#2: Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC B-K 786 -252 1-H 446 -95 K-J 781 -254 H-F 451 -93 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member.Or 1x4"T'reinforcement.80%length of Webs Tens.Comp. Webs Tens. Comp. web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.113"x2.5",min.)nails C-J 603 -934 D-1 640 -1237 @ 6"oc. J-D 495 -198 1-E 612 -946 Purlins IlHipy�� In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) (1�7•••••g !'•.•• TC 46 -1.33 17.33 .••`` ��•i TC 75 17.33 36.00 Y • BC 75 0.15 34.52 �� • Apply purlins to any chords above or below fillers.` 0. 8 i at 24' OC unless shown otherwise above. • i Wind • • Wind loads based on MWFRS with additional C&C member design. war,,,�/`��+:/ O�,®•'��\�.�� #0 27s .y s/QNAk- 09/14/2017 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face.oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positrons. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mlo,,,,,,,,,. truss in conformance with ANSI PI ,J, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essionaf engineering responsibility solely for the design shown. The s i ability Suite 150 and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.t inst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 t Job ftmber: 398817 Ply: 1 SEAN:696564 /T16 COMN Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 1 FROM:RH DrwNo: 257.17.0751.03367 Truss Label: A3 TCE / DF 09/14/2017 i8'1"12 17'4" 26'6"5 i 34'8" 8'112 9'2"4 9'2"5 811"11 D i 12 5 H0610 _ 7X6 (a) E N T1 (a) (a) B F 3X4(A1) K - =3X4 I L H =3X4(A1) 18'11" 4'4" 11,5" 1'4" 8' 7'7"33'S"9 7'7"3 8' 1'4" 15'7"3 19'0"13+ 26'8" 34'8" Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.036 K 999 240 B 679 /160 /394 !- /198 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.086 K 999 180 1 1343 /289 /748 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 J - - L 100 /- /49 /- /- /4.0 EXP:C Des Ld: 37.00 Mean Height:15.00 ft ( )HORZ TL: 0.025 J F* 76 /18 /47 /- /- /134 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 p sf Bldg Code: FBC 2014 RES Max TC CSI: 0.999 B Min Brg Width Req= 1.5 MWFRS Parallel Dist:h/2 to h Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.694 1 Min Brg Width Req= 1.6 Spacing:24.0" C&C Dist a:3.47 ft Rep Factors Used:Yes Max Web CSI: 0.538 L Min Brg Width Req= 1.5L Min Brg Width Req= - Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Bearings B,I,L,&L are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP SS Dense:T1 2x4 SP#2: B-C 271 -954 D-E 532 -57 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"1313"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-K 825 -146 K-J 821 -148 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member.Or lx4'T'reinforcement.80%length of Webs Tens.Comp. Webs Tens. Comp. web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.113"x2.5",m!n.)nails C-J 354 -929 D-I 308 -1130 @ 6"oc. J-D 506 -85 1-E 207 -450 Plating Notes I4HIAq�yoO� All plates are 5X5 except as noted. �a AS' F/ ijry ,,`` �j• '�C sL� Purlins �V•o+••• • • m••••• In lieu of structural panels or rigid ceiling use purlins '• + S •o to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) •♦ TC 45 -1.33 17.33 0i TC 75 17.33 36.00 i • BC 75 0.15 34.52 * i Apply purlins to any chords above or below fillers - •• • at 24' OC unless shown otherwise above. �� ATE i• Wind •+w�v�p Wind loads based on MWFRS with additional C&C �'dr,> /C'` •'•••� �R,••+°++,\\r�� member design. •••�••• Z? %V4111;W01luiloo 09/14/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety or prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro erly attached rigid ceiling Locations shown for-permanent lateral restraint of webs shall have bracin Insalled per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build incc��Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mawcow� truss in conformance with ANSI P1 1,or for handlin4,shippinq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindustry.com;ICC:w Jccsafe.org Orlando FL,32837 J T Job Number: 398817 Ply: 1 SEAN:800164 /T17 COMN Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 8 FROM:RH DrwNo: 257.17.0751.24190 Truss Label: A4 TCE / DF 09/14/2017 9'1"4 17'4" 25'6"12 34'8" f 9'1"4 8'2"12 82"12 9'1"4 5X6 D T2 12 T3 5 ,5X6 5 X 6 _ C E - N to n m (a) (a) B F a•t fG =3X6(A1) =5X6 62 =5X8 B3 =5X6 =3X6(A1) �4" "14 8'4"2 8'4"2 8'11"14 1'4" 8'11"14 17'4" 25'8"2 34 8'11 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef1 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.146 1 999 240 B 1382 /307 /748 /- /198 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.333 1 999 180 F 1382 /307 /748 /- /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.060 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.136 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.977 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.987 Re Factors Used:Yes Max Web CSI: 0.571 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft p Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 B-C 684 -2623 D-E 563 -1795 Lumber C-D 562-1795 E-F 683 -2623 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP SS Dense:T2,T3 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense:132,B3 2x4 SP#2: Webs 2x4 SP#3 B-J 2345 -510 I-H 2341 -529 Lumber value set"13B"uses design values J-1 2341 -512 H-F 2345 -527 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member.Or 1x4'T'reinforcement.80%length of C-1 294 -846 I-E 294 -846 web member.Same species&SRB grade or better, D-1 872 -152 attached with 8d Box or Gun(0.113"x2.5",m1n.)nails @ 6"oc. Purlins }gifpgl��t In lieu of structural panels or rigid ceiling use purlins ��►S F � Z to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) �v .••• ' •••. TC 38 -1.33 36.00 [�V. s•� �•• BC 107 0.15 34.52 V Apply purlins to any chords above or below fillers • • at 24' OC unless shown otherwise aboveO. 8 ; • A • Wind ° 7S ■• a Wind loads based on MWFRS with additional C&C $ ; • member design. _ �• ATE •, 0 MS 4027 09/14/2017��fu�f�� **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for sa shipping, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, _ as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ,V,, •�f,,,�,, truss in conformance with ANSI/ PI 1,or for handling,shippiy installation and bracing of,trussesA seal on this drawing or cover pa e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suit9abillty and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t instorg;SBCA:www.sbcindustry.com:ICC:www.iccsafe.org Orlando FL,32837 Job Number: 398817 Ply: 1 SEAN:800209 /T7 COMN Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 8 FROM:RH DrwNo: 257.17.0751.40370 Truss Label: A5 TCE / DF 09/14/2017 17'4" 26'6"1534'8" 8'11"8 8'4"8 9'2"15 r 8'1"1 1115X6 D T2 12 5 ,5X6 C a 6X6 E N (a) ao a i A B H0 (a) 9 171 = 12 F G 3X6(At) =5X6 5X8 2.5 =3X 10(At) 0 12 �14„ 91„10 9'1 r'6 i 77„8 + 778 Ir14� 9'110 1911” 26'8"8 34'4" (A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.437 H 944 240 B 1483 /83 /750 /- /198 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.936 H 440 180 F 1471 /84 /747 !- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.187 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.401 H - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 F Min Brg Width Re 1.5 NCBCLL:10.00 TCDL:4.2 psf q Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.941 Bearings B&F are a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.665 Re Factors Used:Yes Max Web CSI: 0.957 Members not listed have forces less than 375# Spacing:24.0” C&C Dist a:3.47 ft P Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00F.0416.13 B-C 678 -2909 D-E 575 -2170 Lumber C-D 807-2884 E-F 1223 -5316 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP SS Dense:T2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 B-J 2607 -506 1-H 4841 -1046 Lumber value set"1313"uses design values J-1 1765 -277 H-F 4946 -1061 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member.Or 2x6"T'reinforcement.80%length of C-J 299 -454 I-E 802 -3087 web member.Same species&grade or better, J-D 1093 -308 E-H 2050 -341 attached with 16d Box or Gun(0.135"x3.5",min.)nails D-1 657 -34 @ 6"oc. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: CTCrd Spa32g(in oc) S 7 33ft) End36.00) L��•'••`•`• s RS� BC 120 0.15 19.08 V V • BC 93 19.08 26.71 • • BC 96 26.71 34.52 i 1Rr1!! Apply purlins to any chords above or below fillers • 0 648 •1 at 24"OC unless shown otherwise above. * : * a �,= Loading g a /QTE �'� Truss passed check for 20 psf additional bottom s • s`, riload in areas with 42"-high x 24"-wide clearance. y,�y�/�*4••FL O,1,� "•••��``� Wind �iy� Wind loads based on MWFRS with additional C&C 40 2787�� ONA1- member design. ✓ud ndgwwl 1t11< 09/14/2017 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as appllcabgle. Appy plates to each face.of truss and position as shown above and on the Join gDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build in Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,,,WCor,,,q„T truss in conformance with ANSI/ PI 1,or for handlin shippin ,Installation and bracing of trussesA seal on this drawing or cover pa e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proessionalq engineering responsibility solely for the design shown. The sui gablllty Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. ry Orlando FL,32837 For more information see this job's general notes age and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindust corn;ICC: www.iccsafe.org a r Job Number: 398817 Ply: 1 SEAN:800218 /T6 HIPS Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 1 FROM:RH DrwNo: 257.17.0752.03293 Truss Label: A6 TCE / DF 09/14/2017 17' 26'6"15 810"8 9'615 8-1.1 H0510 D T2 12 5 5X6 6X8 C - E n rn - i (a) 171 H0912 3X6(A1) =5X6 =6X62.5 =3X8(At) a 12 r1'4" 9'1"10 9'11"6 7'7'8 7'7"8 r14" 9'110 19'1" 26'8"B 34'4" H4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.385 H 999 240 B 1384 /80 /745 /- 1196 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.879 H 469 180 F 1387 /82 /742 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.165 H - - Wind reactions based on MWFRS EXP:C Des U37.00 Mean Height:15.00 ft HORZ(TL): 0.376 H B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 F Min Br 9 Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.999 Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.529 Re Factors Used:Yes Max Web CSI: 0.917 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00F.0416.13 B-C 663 -2632 D-E 555 -1933 Lumber C-D 792 -2609 E-F 1196 -4945 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP SS Dense:T2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 B-J 2353 -493 I-H 4503 -1021 Lumber value set"13B"uses design values J-1 1577 -260 H-F 4600 -1036 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member.Or 2x6'T'reinforcement.80%length of C-J 302 -462 1-E 794 -2959 web member.Same species&grade or better, J-D 1003 -312 E-H 1942 -331 attached with 16d Box or Gun(0.135"x3.5",min.)naiIs D-1 595 -36 @ 6"oc. Purlins In lieu of structural panels or rigid ceiling use purlins S � to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) 1�V ++•' ' •••. TC 31 -1.33 17.33 V +•+ ••• TC 34 17.33 36.00 • •♦ BC 120 0.15 19.08 • BC 93 19.08 26.71 + i BC 96 26.71 34.52 s �• 648 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. $ i ■ r + • �7 o • Winds,®:. ATE ,:tQ Wind loads based on MWFRS with additional C&C y F •i`��G/,� member design. '�, .'•••••�OR,O++••�\Z.�?`` #0 278Ni �teantttt��t� 09/14/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id cei!inp Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face.of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the nn my COWAW truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The suifabillty Suite 150 and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 r Job Number: 398817 Ply: 1 SEAN:800188 /T5 HIPS Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 1 FROM:RH DrwNo: 257.17.0752.06420 Truss Label: A7 TCE / OF 09/14/2017 "8 15' 19'8" 26'8"14 34'8" r "8 + 7'2"8 4'8" 7'0"14 + 7'11"2 R =5X6 =6X6 D E 12 (a) T4 5 5X6 5X6 C W5 F f ^ r� ��T5 I 1 A B =H0912 G H =3X6(A1) =5X6 5X62.5 =3X8(A1) a 12 �14" T1110 1111.16 7'T'8 7'78 111'4" 7'1110 19'1" 26'8"8 34'4" 7: Hq '3'4,8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.395 1 999 240 B 1383 /88 /753 /- /175 14,0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.903 1 456 180 G 1385 /90 /750 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.154 1 - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft ( )� g q HORZ TL 0.352 1 B Min Br Width Re 1.5 TCDL:4.2 psf NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 id surface.rigid B&G are a s Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.996 Bearings g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.480 Re Factors Used:Yes Max Web CSI: 0.709 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft p Maximum Top Chord Forces Per Ply(Ibs) Loc.from pi:0.11:not in 9.00 ft FT/RT:ype(s(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00F.0416.13 B-C 753 -2714 E-F 1438 -4863 Lumber C-D 867 -2696 F-G 1323 -4883 D-E 642-1787 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T4,T5 2x4 SP SS Dense: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W5 2x4 SP#2: Lumber value set"1313"uses design values B-K 2438 -586 J-1 1856 -403 approved 1/30/2013 by ALSC K-J 1731 -381 1-G 4536 -1153 Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Camp. member.Or 1x4'T'reinforcement.80%length of web member.Same species&SRB grade or better, C-K 272 -412 E-1 3140 -875 attached with 8d Box or Gun(0.1 13"x2.5",min.)nails K-D 915 -253 @ 6"oc. Purlins In lieu of structural panels or rigid ceiling use purlins ,`(`,.�►S �L�AA'y to laterally brace chords as follows: V •♦•■ • ■•.��//f/ Chord Spacing(in oc) Start(ft) End(ft) ♦♦•♦` Sn��•e TC 35 -1.33 15.00 3 C TC 48 15.00 19.67 TC 30 19.67 36.00 a BC 120 0.15 19.08 �. 648 BC 93 19.08 26.71 BC 96 26.71 34.52 $* e 7t Apply purlins to any chords above or below fillers ATE •' at 24"OC unless shown otherwise above. y WindWind �G�i� •••loads F� {� membe �►♦•♦a� �, design. on MWFRS with additional C&C �� .c�ee•..•0R,,,.•••• SQCs aA 40278 4's�ry 'r 1- 09/14/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r sa shipping, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proL�erly attached 1.igld ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 1310, as applicable. Applgy plates to each face ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u,,,,COMPAN( truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro esslonR engineering responsibility solely for the design shown. The s fabllity Suite 150 and use of this graw!ng for any structure is phe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 398817 Ply: 1 SEQN:800215 /T4 HIPS Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 1 FROM:RH DnwNo: 257.17.0752.13720 Truss Label: AS TCE / DF 09/14/2017 6'9"14 13' 21'8" 26'8"8 34'8" 6'2"2 7'11"8 5X6 =6X6 D E 5 2 2X4 1112X4 T C T1 F W5 m � rn M TB =H0912 G 1 4'+ A B3 H =3X6(A1) =5X6 =5X6 =3X8(A1) a 2.5 12 1'4" 97"3 95"13 7'7"8 7'7"8 11'4" • 9'7"3 19'1" 26'8"B 34'4" -i 3'4,8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.350 1 999 240 B 1384 /309 /753 /- /156 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.800 1 515 180 G 1387 /311 /749 /- /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.147 1 - - Wind reactions based on MWFRS EXP:C Des Ld:37.00 Mean Height:15.00 ft HORZ(TL): 0.337 1 B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 1.000 Bearings B&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.976 Re Factors Used:Yes Max Web CSI: 0.642 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft p Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00F.0416.13 B-C 817 -2699 E-F 1436 -4815 Lumber C-D 757 -2443 F-G 1348 -4874 D-E 686 -2001 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP SS Dense:T1 2x4 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP SS Dense:133 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W5 2x4 SP#2: Lumber value set 1313"uses design values B-K 2433 -650 J-1 2211 -550 approved 1/30/2013 by ALSC K-J 1930 -466 1-G 4524 -1174 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) K-D 559 -60 E-1 2844 -763 TC 37 -1.33 13.00 TC 52 13.00 21.67 TC 33 21.67 36.00 BC 114 0.15 19.08 �RgIpNlq� � BC 93 19.08 26.71 BC 89 26.71 34.52 ``��7 ■ ■ Apply purlins to any chords above or below fillers O`er••+••• �•••'/ at 24' OC unless shown otherwise above. '••� ►•• • 3 Wind •• • Wind loads based on MWFRS with additional C&C member design. - • ■ S* 9 • i a. ,�.• ATE ,• #0 278 S'�UOt1tA�• 09/14/2017 etlstl **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for sa shipping, practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri td ceilin Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 910, as applicable. 'A' plates to each face.of ttruss and position as shown above and on the JointDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build in Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,NrMCO,P,V,,. truss in conformance with ANSIPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineerm responsibility solely for the design shown. The sui ability and use of this 9�awing for any structure is the responsibility of the 8quilding Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.org:SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 • Job Number: 398817 Ply: 1 SEQN:800229 /T3 HIPS Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 1 FROM:RH DrwNo: 257.17.0752.18650 Truss Label: T08 TCE / DF 09/14/2017 14 11' 18'11"4 23'8" 26'8"8 34'8" 14 45'2"2 7'11"4 4'8"12 3'0"8 7'11"8 =6X6 1112X4 =5X10 D E F T 12 1112X4 5 � �2X4G _ C T3 1 17"1B = H ^=' A B3 6X8 I 3X6(A1) =5X6 =6X8 a 2.5 =3X8(A1) 12 X1 4" 11' 8'1" 77"8 77-8 114" 11' 19'1" 26'8"8 34'4" 1 '3'4'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.335 J 999 240 B 1384 /311 /749 /- /136 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.766 J 538 180 H 1387 /312 /746 I- /- 14.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.143 J - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.327 J B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.999 Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.977 Re Factors Used:Yes Max Web CSI: 0.988 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft p Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 B-C 872 -2708 E-F 833 -2436 Lumber C-D 747 -2368 F-G 1486 -4831 D-E 840 -2448 G-H 1400 -4892 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T3 2x4 SP SS Dense: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP SS Dense:B3 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"138"uses design values B-L 2451 -706 K-J 2659 -687 approved 1/30/2013 by ALSC L-K 2141 -514 J-H 4542 -1222 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) D-L 462 0 F-J 2594 -731 TC 39 -1.33 11.00 E-K 238 -394 TC 31 11.00 23.67 TC 33 23.67 36.00 BC 110 0.15 19.08 j BC 93 19.08 26.7115 BC 89 26.71 34.52 Apply purlins to any chords above or below fillers �+oo o •�•eo�/�/ at 24"OC unless shown otherwise above. o'� �•o � o Wind •• BB i Wind loads based on MWFRS with additional C&C ; �. 64v ' member design. ATEOR\ •: . w� &*%wase #0 278 NA 09/14/2017 **WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached ri4id ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the JoingDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincLComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ,�,,rr,,,COMPA truss in conformance with ANSI 4PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pa e.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The u,?ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Odando FL,32837 Job'Number: 398817 Ply: 1 SEQN:800203 /T20 HIPS Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 1 FROM:RH DrwNo: 257.17.0754.14043 Truss Label: A9 TCE / DF 09/14/2017 7'77.. 18'9"8 25'8" 7. S 6.9,. + 0. 610,8 =5DX6 T2 =7E8 =3X4 =5X6 T 12 \04X6 5 � � T (a) T4 T J I� 1171 14 t A B N M =6X6 H 1 B4 B6 87 I 3X6(A1) 55X8 A 12 �H0912(SRSSS0 =5X6 =3X8(A1) 12 � �12 2.5 0\6X6(SRS) 12 1'4" 7'7" 1' 7'2" 1' 7'7"8 7'7"8 L4" 7:7�� 8' 15-9" --[-16 " 2-4" r 26'8"8 34-41 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.491 M 840 240 B 1394 /307 /753 /- /116 14.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.129 M 365 180 H 1393 /311 /744 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.227 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):Mean Height:15.00 ft 0.523 J - - B Min Brg Width Req= 1.6 H Min Br Width Re NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 g q= 1.5 Soffit: 2.00 TCDL:4.2 psf BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.988 Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.980 Re Factors Used:Yes Max Web CSI: 0.836 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft P Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS,18SS VIEW Ver:16.01.0017.0416.13 B-C 834 -2745 E-F 972 -3002 Lumber C-D 1110 -3565 F-G 946 -2959 D-E 1225 -4014 G-H 1374 -4887 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T2,T4 2x4 SP SS Dense: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2:B4,B6,B7 2x4 SP SS Dense: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W5 2x4 SP#2: Lumber value set"13B"uses design values B-0 2465 -657 L-K 2985 -781 approved 1/30/2013 by ALSC O-N 3422 -908 K-J 3666 -1008 N-M 3145 -796 J-H 4534 -1187 Bracing M-L 5583 -1418 (a)Continuous lateral restraint equally spaced on member.Or 1x4"T'reinforcement.80%length of Maximum Web Forces Per Ply(Ibs) web member.Same species&SRB grade or better, Webs Tens.Comp. Webs Tens. Comp. attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. C-0 665 -2298 E-M 3586 -796 C-N 1900 -447 E-L 989 -3942 Purlins IMW11111b�y N-D 805 -222 K-G 245 -711 In lieu of structural panels or rigid ceiling use purlins a AS' � �yjry D-M 938 -289 G-J 1988 409 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) 4V•••••' ' f••••e ,y TC 31 -1.33 9.00 •`, •• TC 34 9.00 25.67 3 �• �/ • BC 89 0.15 7.58 BC 17 7.58 8.58 + e Q" $ BC 86 8.58 15.75 • BC 17 15.75 16.75 , *s BC 28 16.75 19.08 i • BC 93 19.08 26.71 e • BC 90 26.71 34.52 e• ATE Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Not ��`ee+,F�QR,®�`e��►��?�, Wind may, ee••..�s..s•' ��A Wind loads based on MWFRS with additional C&C #0 278 ss�onrA�� member design. 4metsaltW++;'� 09/14/2017 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progerly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANnwcompw truss in conformance with ANSITTPI 1,or for handllnq,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is tphe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t instorg;SBCA: www.sbcindus .com;ICC: www.iccsafe.org Orlando FL,32837 Job•Number: 398817 Ply: 1 SEAN:800246 /T8 HIPS Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 1 FROM:RH DrwNo: 257.17.0754.30603 Truss Label: A10 TCE / DF 09/14/2017 7' S'7" 12'2" 16'10"12 22'2"8 27'8" 34'8" 7' 1'7" 3'7" 4'8"12 5'3"12 7' 12 C=4X6f12] =3X4116] -6X8 III G4 T3 =5X8 T 5 � D E HER T (a) (a) n 1 T B I ami 1 ai A 0ZJ N 3X4(A1) B4 5X10 12 12 ///5X6(SRS) -4X8[28] K =3X4(Aq 5X10(SRS) � 34'8" �?4" 7'7" 1' 7'2" 1' 5'5"8 5'3"12 7'1"12 1'4" 7'7" 8' 15'9" 16'9" 22'2"S 27'6"4 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.179 0 999 240 B 1224 /287 /- /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.414 O 539 180 Q* 264 /57 /- !- /- /191 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.157 M B Min Brg Width Req= 1.5 NCBCLL:0.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 M Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.997 Bearings B&M are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.985 Re Factors Used:No Max Web CSI: 1.000 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:dwall:ft p Maximum Top Chord Forces Per Ply(Ibs) Loc.from pi:0.18 NA FT/RT:ype(s(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16,01.00F.0416.13 B-C 528 -2301 F-G 2749 -606 Lumber Purlins C-D 463 -2155 G-H 2750 -606 D-E 643 -3094 H-1 799 -173 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins E-F 153 -704 Top chord 2x4 SP#2:T3 2x4 SP SS Dense: to laterally brace chords as follows: Bot chord 2x4 SP SS Dense:B4,B5,B6 2x4 SP#2: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per PI Webs 2x4 SP#3:W3 2x4 SP#2: TC 36 -1.33 7.00 y(Ibs) ) Lumber value set"13B"uses design values TC 31 7.00 27.67 Chords Tens.Comp. Chords Tens. Comp. 9 TC 108 27.67 36.00 approved 1/30/2013 by ALSC BC 89 0.15 7.58 B-P 2065 -456 L-K 133 -656 BC 17 7.58 8.58 P-0 4223 -842 K-1 134 -678 Bracing BC 86 8.58 15.75 O-N 2404 -628 (a)Continuous lateral restraint equally spaced on BC 17 15.75 16.75 member.Or 1x4"T'reinforcement.80%length of BC 62 16.75 34.52 Maximum Web Forces Per Ply(lbs) web member.Same species&SRB grade or better, Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. attached with 8d Box or Gun(0.113"x2.5",m]n.)nails at 24' OC unless shown otherwise above. @ 6"oc. C-P 469 -36 M-F 98 -410 Wind P-D 557 -2909 F-L 743 -3057 Plating Notes Wind loads and reactions Al�j D-0 2642 -435 G-L 350 -750 All plates are 5X6 except as noted. F wljg O-E 783 -17 L-H 538 -2381 Plate Shift Table •0.■ ■ ■es E-N 540 -1931 K-H 445 -10 JT Plate Lateral Chord JT Plate Lateral Chord .•••, S� N-F 1575 -225 •• 'y No Size Shift Bite No Size Shift Bite $a • [12] W4X6 S 1.25 [16] W3X4 S 1.25 g ■� i [28] W4X8 S 1.50 s o. 648 • Loading $* i *'s #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang.End jacks have 7-0-0 setback �/ with 0-0-0 cant and 1-4-0 overhang.Right side jacks !'� '•• `9`'•�� have 7-0-0 setback with 0-0-0 cant and 0-0-0 Sj�Fn�%,��R ,�•��®� � overhang. #0 278ANAL �wu�atu+tW� 09/14/2017 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proLerly attached ri id cellin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Applgy Oates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinccLLComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ro truss in conformance with ANSI PI 1,or for handlingq,,shippingp,installation and bracing of.trussesA seal on this drawing or cover page,, 2400 Lake Orange listing this drawingq indicates acceptance of proTessionar engmeen responsibility solely for the design shown. The sui gability 9 and use of this drawing for any structure is the responsibility of theluilding Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.crg;SBCA:www.sbcindust .com;ICC:www.icrsafe.org Orlando FL,32837 r Job Number: 398817 Ply: 1 SEAN:800224 /T18 COMN Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 1 FROM:RH DrwNo: 257.17.0754.39360 Truss Label: B12 TCE / DF 09/14/2017 9'6"8 9'6"8 9'6"8 ar5X6(R1) 12 C 5 N _ (h � O V R B D 41 A E F 2X4(A1) =5X6 —=2X4(Al) 968 968 V41" 9'6"8 19'1" 1'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 F 999 240 B 797 /180 /431 /- /116 /4.0 13CLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.083 F 999 180 D 797 /180 /431 /- /- /4.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.019 F - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.042 F B Min Brg Width Req= 1.5 Br NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 D Min 9 Width Re 1.5 Req Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.994 Bearings B&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.963 Re Factors Used:Yes Max Web CSI: 0.162 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 B-C 612 -1146 C-D 612 -1146 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 B-F 982 -386 F-D 982 -386 Webs 2x4 SP#3 Lumber value set"1313"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Purlins C-F 425 0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 36 -1.33 20.42 BC 120 0.15 18.94 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. cltHitr>H�gl�� Wind Wind loads based on MWFRS with additional C&CV ••••' • ®�•�.��I ,� member design. 648 .•,. ` y�A • ¢ . • i o � �;.• ATE +�� OR\ �,0" 1 A.�' 40 278 ys��0IN L'��,,� ' 4mavIlut, 09/14/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, _ as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinQQComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �„TWCOMP,,W truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro)essionar engineerin responsibility solely for the design shown. The Afflabrllty and use of this pawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;sBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 t Job Number: 398817 Ply: 1 SEAN:800232 1 T14 HIP_ Gust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 2 FROM:RH DnwNo: 257.17.0753.53440 Truss Label: HJ15 TGE / DF 09/14/2017 5'2"9 9110"1 I 5'2"9 T 47"8 D 12 3.54 2X4 C M N N (7 � M B T 4"1 A FE 2X4(A1) =4X6 �— 1,10"10 9'3"7 6"1 9'37 9'1 '1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.031 C 999 240 B 395 /101 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.070 C 999 180 E 346 /9 /- /0 /0 /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.007 C - - D 218 /111 /- /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.016 C - - Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf E Min Br Width Re Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.998 g q= BCDL:5.0 psf D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.815 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.311 Bearing B is a rigid surface. Loc.from endwall:NA FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 Chords Tens.Comp. Lumber B-C 247 -660 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-F 631 -225 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins C-F 238 -670 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 72 -1.89 9.84 BC 75 0.15 9.84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. ��1++6f81Urry��y Loading ��►J r /� �6 Hipjack supports 6-11-8 setback jacks with no webs. i�i`7,•s•' ' •S•�•�� Wind a3 ••� �•oo T� Wind loads and reactions based on MWFRS. s o. 646 • e • ATE #0 278''''�`S's/ANAL notwt+v`" 09/14/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rinid ceiling Locations shown for permanent lateral restraint of webs shall have bractn inslalled per BCSI sections B3,B7 or 610, as applicable. Apply Oates to each face oftrussand position as shown above and on the Join�Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of INV Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANRWro�,,,W truss in conformance with ANSI 1,or for handl%shippintq,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ability and use of this Q�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 1 ( 7 Job,Number: 398817 Ply: 1 SEAN:800176 /T11 JACK Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 4 FROM:RH DrwNo: 257.17.0753.16703 Truss Label: CJ18 TCE / DF 09/14/2017 12 5 C 41 00 Ln A O 2X4(A1) 114" �A- 11"11 11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 200 /73 /144 /- /30 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 7 /12 /15 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.000 D C -37 /37 /30 /- /- /1.5 EXP:C Des L(:: 37.00 Mean Height:15.00 ft HORZ(TL):-0.000 D Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.217 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.027 C Min Brg Width Req= - Spacing:24.0 C&C Dist a:3.00 ft P Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. " Loc.from endwall:Any FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 30 -1.33 0.97 BC 10 0.15 0.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Rt1UUUq/�y Wind � mWind loads ember design. ` AS ��,�y♦ry basedon MWFRS with additional C&C �e _ ■ . �•�� •'1�\'� • o. 648 • f • � • f f i •fps��.••G 40278y°''hiss/OlYAj- G� 09/14/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI an SBCA)f-or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCS]sections B3,B7 or 910, _ as applicabgle. Apply plates to each face oftruss and position as shown above and on the Joint-Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the MMCOMPANY truss in conformance with ANSI/l PI 1,or for handling,shlppinq,installation and bracing of.trussesA seal on this drawing or cover pa e., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su,Pabillty Suite 150 and use of this QFawing for any structure is The responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindust .com;ICC: w Jccsafe.org Orlando FL,32837 Job Number: 398817 Ply: 1 SEAN:800170 /T10 JACK Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 4 FROM:RH DrwNc: 257.17.0753.22677 Truss Label: CJ17 TC E / DF 09/14/2017 12 C 5 T Ln B N A D 2X4(A1) — 1'4" 2'11"11 2'11"11 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 220 /49 /144 /- /59 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 49 /- /26 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 D C 57 133 126 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.002 D Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.247 g q= - : TPI Std2007 Max BC CSI: 0.069 C Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface.. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 56 -1.33 2.97 BC 34 0.15 2.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. nnlby►iy�k Wind Wind loads ed on MWFRS with additional C&C member design. h��\.7•�f fT�`■ ■ .�•�•I.la•/�1► � o o. 648 R ATE �• . w� / fff tiff• #0 278 '' ONAI- KE� 09/14/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin ins alled per BCSI sections 63,B7 or B10, _ as applical5 e. Apply Oates to each face.oftrussand position as shown above and on the Joint9Details, unless noted otherwise. 17efer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essrona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA:www.sbcindust .com;ICC: w Jccsafe.org Orlando FL,32837 7 � T Job,Number: 398817 Ply: 1 SEAN:800194 /T9 JACK Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 4 FROM:RH DrwNo: 257.17.0753.26670 ' Truss Label: CJ16 TCE / DF 09/14/2017 C 12 5 LO LID N � B N A D 2X4(A1) 1'4" 4'11"11 4'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 285 /55 /180 /- /89 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 87 /- /47 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D C 114 /62 /57 /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.010 D - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.294 g q= TPI Std: 2007 Max BC CSI: 0.235 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 4.97 BC 58 0.15 4.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind 04 0. S Wind loads based on MWFRS with additional C&C �� ate. .".•• f member design. ��•• ••�� V, o. 648 7. d1TE <v #0 278 ��y�s�QNAk- 09/14/2017wt **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r satPety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections 133,137 or 910, as applicabgle. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for;any deviation from this drawing,any failure to build the ,s, ,o�„u,,. truss in conformance with ANSITTPI 1,or for handlin shippinq,installation and bracing of,trussesA seal on this drawing or cover pa e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro�essionar engineering responsibility solely for the design shown. The suifability g and use of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbclndustry.com;ICC: www.iccsafe.org Orlando FL,32837 a f s JobfNumber: 398817 Ply: 1 SEAN:800167 /T12 EJAC Cust:R9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 8 FROM:RH DiwNo: 257.17.0752.47717 Truss Label: EJ13 TCE / DF 09/14/2017 C 12 5 ih B A D 2X4(A1) 1'4" 7' 7' Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 357 164 /221 /- /119 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 126 /- /69 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 D C 167 /91 /85 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.033 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.672 g q= - P C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.488 Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. tliilllHt/h�� WindWind loads member designed on MWFRS with additional C&C `_•. . a • - o. 648 s ,® ATE s #0 278 fiI i�m►rttlluu 09/14/2017 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3,B7 or 910, as applicable. Appy plates to each face ofptruss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ,v,,, 00,WAW truss in conformance with ANSIITPI 1,or for handl%shlppinq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. 7 listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ablltty Suite 150 and use of this rawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:w Jpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 398817 Ply: 1 SEAN:800161 /T13 EJACFCust..,OR:9353 JRef: 1W4893530002 950 MAIN ST. DUVAL CTY BUILDING UNLIMITED Qty: 4 FROM:RH 257.17.0753.04567 Truss Label: EJ14 / DF 09/14/2017 D 12 5 2X4 M C r T B E F �n A 12 G 2X4(A1) %3X4 12 2X4 �— 1'4" il 2'4" 4'8" 2'4" 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.139 F 592 240 B 362 /62 /226 /- /119 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.314 F 262 180 E 115 /- /69 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.059 G - - D 165 /79 /89 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.133 G Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf E Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.698 g q= Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.412 D Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00F.0416.13 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.33 7.00 BC 26 0.15 2.33 BC 52 2.33 7.00 Apply purlins to any chords above or below fillers t3q at 24"OC unless shown otherwise above. Wind ��s+•• . .s+�'`YJr� Wind loads based on MWFRS with additional C&C v- ` S '• member design. o V �♦ i o. 848 f + 0 � ATE �• . �c OR,OP.'�� 3 #0 278 styy�o+11 Au iyp� 09/14/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceilln Locations shown for_permanent lateral restraint of webs shall have bracin Installed per BCS)sections B3,B7 or B10, _ as applicable. Appy plates to each face otruss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MrTWCnMPAW truss in conformance with ANSI fI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e,_ 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the den shown. The su!ability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1119.2. Suite 150 Far more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Gable Detail For Let-in Verticals Gable Truss Plate Sizes syr. (I? About + Refer to appropriate Alpine gable detail For minimum plate sizes for vertical studs, +)Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a + single plate that covers the total area of the overlapped plates to span the web. Vertical + 2* 4 Length Examples 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member + Toe-nall - Or - End-nall } + To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' Increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nnilsi Maximum allowable 'T' reinforced gable vertical lOd Common (0,148'x 3,',min) Nulls at 4' o,c. plus length Is 14' from top to bottom chord. (4) nails In the top and bottom chords, 'T' reinforcing member material must match size, Rigid Sheathing Taenalled Nails- specie, and grade of the 'L' reinforcing member, 10d Common (0,148'x3',min) Toenails at 4' o,c, plus eb Length Increase w/ "T" Brace 4 Nall (4) toenails In the top and bottom chords. 'T' Relnf, 'T' .T' This detail to be used with the appropriate Alpine gable detall for ASCE Mbr. Size Increase Reinforcing wind load. Member 2x4 30 ASCE 7-05 Gable Detail Drawings Examplei 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nulls A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1,00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o,c, SP #3 4' o.c, A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015 t 4 'T' Brace Increase (From Above) = 307 = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101114, 1 �7i/�� (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101 ' A2 _ 101 /t/Zry Maximum 'T' Reinforced Gable Vertical Length S11515ENC100815, 512015ENC100815, 514015ENC1 5 1 1.30 x 8' 7' = 11' 2' S18015ENC100815, 520015ENC100815, S20015E *41 S11530ENC100815, S12030ENC100815, 514030 6 �� 4 Na1l; S18030ENC100815, S20030ENC100815, 5200" ND OP EDL 081 Ceiling See appropriate Alpine gable detail for maxlam unr�l�forc gab l v Ical le th. O. �'� wwVARNINGiwn READ AND FOLLOW ALL NOTES ON THIS DRAVINGI r -INPORTANTan FURNISH THIS DRAWING TO ALL CONTRACTORS DELUDING THE INSTALLERS. � REF LET-IN VERT Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. ReFer and ! t follow the latest edition of BCSI (Building Component Safety Information,by TPI and SHCA)far ety ATE t DATE 10/01/14 practices prior to performing these functions. Installers shall provide tenpornry bradng per I ♦ ty Unless noted otherwise, top chord shall have properly attached structural sheathing and bottor�Cho t w, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of$f 0 t DRWG GBLLETIN1014 ALM shall have bracing Installed per above sections B3, J or BIO,as applicable. Apply plates to each f�sa 1I't Ot �t ® {7t'ff+` h� aF truss and position as shown above and an the Joint Details,unless noted otherwise, i it/ ! L Refer to drawings 160A-Z for standard plate positions. .jj *04a Alpine,a division of ITV Building Components Group Inc shall not be responsible for any deviation fr if t♦B••S AN ITW COMA4NY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, installation&bracing of trusses. //p� �®N� MAX, TOT, LD, 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional -hf/ 1\13723\Riverpon\Drive engineering responsibility solely for the design shown. The suitability and use of this drawing ftn�lost DUR, FAC, ANY \\Suite\200 for any structure Is the responsibility #O 2�g responsibility of the Building Designer per ANSI/TPI I Sec.2. 09/14/2017 \\Maryland\Heights,\MO\63043 Far more Information see this Job's general notes page and these web sites, MAX, SPACING 24,0' ALPINE,www.alpineltw,caml TPI,www.tpinst.orgl SECA,www,sbcindustry.orgl ICC, www.iccsafe.arg Gable Stud Reinforcement Detail for Stucco Cladding • ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ori 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace 11 (1) 2x4 'L' Brace x (2) 2x4 'L' Brace Nix (1) 2x6 'L' Brace • (2) 2x6 'L' Brace ■ Bracing Group Species and Grades, Gable Vertical No pacing Species I Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A, SS ruce-Pine-Fir Hemi-Fir #1 / #2 3' 9' 6' 4' 6' 7' 7' 6' 7' 10' 8' 11' ' 4' 11' 9' 12' 3' 14' 0' ' 0' SP #3 NI / k2 Standard #2 Stud � U 3' 7' 6' 3' 6' 6' 7' S' 7' 8' 8' 10' 9' 2' 11' 7' 12' 1' 13' 0 1 0' #3 stud 1 #3 IStanchard O H F Stud 3' 7' 6' 3' 6' 6' 7' 5' 7' 8' 8' 10' 9' 2' 11' 7' 12' V 13' 10 14' 0' �I Standard 3' 7' 5' 8' 6' 0' 7' 5' 7' 8' 8' 10' 9' 2' 11' 7' 12' 1' 13' 10 14' 0' Dou las Flr-Larch southern Plnelss #1 3' 11' 6' 5' 6' 8' 7' 7' 7' 11' 9' 0' 9' 5' 11' 11' 12' 4' 14' 0' 14' 0' Stud Stud J S P #2 3' 9' 6' 4' 6' 7' 7' G' 7' 10' 8' 11' 9' 4' 11' 9' 12' 3' 14' 0' 14' 0' Standard Standard czu DFL #3 3' 8' 6' 0' 6' 4' 7' 5' 7' 9' 8' 11' 9' 3' 11' 8' 12' 2' 13' 11' 14' 0' Stud 3' 8' 6' 0' 6' 4' 7' 5' 7' 9' 8' 11' 9' 3' 11' 8' 12' 2' 13' 11' 14' 0' Standard 3' 7' 5' 3' 5' 7' 7' 0' 7' 6' 8' 10' 9' 2' 11' 0' 11' 10' 13' 10 14' 0' Group Bi USPC #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Hen-Fir -P _ I #3 4' 1' 7' 2' 7' 7' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10 14' 0' 14' 0' 1 #1s Btr H F Stud 4' V 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10 14' 0' 14' 0' #1 U U I I I Standard 4' 1' 6' 11' 7' 5' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10 14' 0' 14' 0' Douglas Fir Larch Southern Phew»:. #1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' #1 a1 S P #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' #2 #2 #3 4' 2' 7' 3' 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). DPL Stud 4' 2' 7' 3' 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' :"' For 1x4 So. Pine use only Industrial 55 or Standard 4' 1' 6' 5' 6' 10' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 4' 8' 8' 0' 8' 4' 9' 5' 9' 10' 10' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades, d _ SPP #3 4' 6' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 1 Gable Truss Detail Notes: l-D U H FStud 4' 6' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/360, Standard 4' 6' 7' 11' 8' 2' 9' 4' 9' 8' 11' V 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 55 plf over X #1 4' 11' 8' 1' 8' 5' 9' 7' 9' 11' 11' 4' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psF TC Dead Load). C5 S P #2 4' 8' 8' 0' 8' 4' 9' 5' 9' 10' 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers CIJ #3 4' 7' 7' 11' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14'Of with 2' 0' overhang, or 12' plywood overhang. r—I DFL I Stud 4' 7' 7' 11' 8' 3' 1 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 6' 7' S' 7' 11' 9' 4' 9' 8' 11' 1' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Symm rr Attach 'L' braces with 10d (0.128'x3.0' min) nalls, Aboutj� )K For (1) 'L' brace. space nails at 2' a.c. able Truss In 18' end zones and 4' o,c, between zones. Diagonal brace option, )IE)KFor (2) 'L' braces, space nails at 3' o.c, T In 18' end zones and 6' o.c. between zones, vertical length may be I doubled when diagonal 18' 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member length. diagonal brace for web a Gable Vertical Plate Sizes at each end, Max web Brace total length Is 14'. 31E31E � lpJ/�6. Vertical Len th No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal Greater than 4' 0' 3X4 Vertical length shown braces single r • R In table above. 45 or double cut 18' )K I♦ �. (as shown) at L 1 + Refer to common truss design for upper end, peak, splice, and heel plates. annous F�4 Ing Readdressed to the Building Designer for conditions Connect diagonal at not addd b this detail. midpoint of vertical web. Refer to chart ab. a fcr r1 e e a �r /th,• y mVARNMG—READ AND FmLDW ALL NUITES CN THIS DRAWINGI • REF ASCE7-10-GAB14015 wwD(POtTANT.w F(RNISH THIS DRAWING T11 ALL CONTRACTQiS INCLUDING THE INSTALLERS. • Trusses require extreme care In fabrlcntIng,handling,shipping,Installing and bracing. Refer tojn f ■ fall..the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for sn�ty O • DATE 8/3/15 practices prior to performing these functions, Installers shall provide temporary bracing per BC-T. .4WAT � a'Unless noted.ther.Lse,top chord shall have property attached structural sheathing and bottom or ♦ shall have n properly attached rigid ceiling, Locations shown for permanent lateral restraint of ms i♦ • DRWG S14015ENC100815 shall have bracing installed per BCSI sections the B7 or BIO,as applicable. Apply plates to each f.ie* i i�iL{rJl of truss d position as shorn above and on the Joint Details,unless noted otherwise. �f ♦ • Refer to drn.ings 160A-Z for standard plate p.sltlans. dd Va,A 40,♦ C��`� ®♦♦ �� Alpine,.division of ITV Building Components Group Inc shall not be responsible for any deviation fro ✓� ♦f A♦ AN RWCODMPANY this drawing,any£allure to bWld the truss In conformance with ANSI/TPI 1,or for handling,sHpping, /j ♦•.•1•.. TOT, LD, 60 PSF Insta(l.tlan 6 bradng of trusses, �/ A seal on this drawing or,cover page Usting this drawing.Indicates acceptance of professional �+ \\13723\Riverport\Drive a*g a Hng respmslbltty solely for the design shown The suitability and use of this drawing \\Suite\200 far any struc4re Is the responsiWlty of the Building Designer per ANSI/TPI I Sect. \\Maryland\Heights,\MO\63043 For no—information see this Job's general notes P ,orage and these web sites. MAX, SPACING 24,0' ALPINE-wwxalpineltw.coml TPI,wrw,tpinst.orgl SBCA, www.sbcndustrygl ICC,..wJccsmfe.org j Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or. 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 ❑r. 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace ■ (1) 2x4 'L' Brace x (2) 2x4 'L' Brace r■ (1) 2x6 'L' Brace wl (2) 2x6 'L' Brace ■ Bracing Group Species and Grades) Gable Vertical No pacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group At S #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' I1' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' S ruce-Pine-Fir Hen-Fir SPF #1 / #2 Standard #2 Stud U S P r #3 4' 1' 6' 7' 7' 1' 8' G' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' #3 Stud #3 IStandardl O u F Stud 4' V 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' �I Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' Douglas Fir-Larch Southern Plne■.r #1 4' 6' 7' 4' 7' 8' e' B. 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' S J SP #2 4' 3' 7' 3' 7' 7' 8' 7' 8' I1' 10' 3' 10' B' 13' 6' tud 14' 0' 14' 0' 14' 0' Stud Standard Standard 'DPL #3 4' 2' 6' 0' 6' 4' 7' 11' e' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0- DFL Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group BI U #1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir SPF #3 4' 8' 8' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Htr U u Stud 4' 8' 8' V 8' 6' 9' 8' 10, 1' ill 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 O I� Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Dou las Flr-Larch Southern Plne■.r #1 5' 1' 8' 5' 8' 9' 9' Il' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' U. - 14' #1 #1 S P #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' #2 #2 #3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' e' 12' 1' 14' 0' 14' 0' 14' 0' _ D7'� L 1x4 Braces shall be SRB (Stress-Rated Board). Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' B' 12' 1' 14' 0' 14' 0' 14' 0' ■eFor 1x4 So, Pine use only Indus trinl 55 or Standard 4' 8' 6' 5' 6' LO' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' Industrinl 45 Stress-Rated Boards, Group B SPF #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' e' 13' 5' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ S f #3 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 0' 14' 0' Gable Truss Detail Notes) UU LJ Stud 5' 1' 9' 0' 9' 4' 10' 8' Il' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. I� Standard 5' V 8' 0' 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' provide uplift connections for 55 plf over X #1 5' 8' 9' 3' 9' e' 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14'-67-- continuous bearing (5 psf TC Dead Load). d S P #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 3' 8' 5' 9' 0' 10' 9' I1' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. ri D F-L Stud 5' 3' 8' 5' 9' 0' 10' 9' Il' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' V 7' 5' 7' LS' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Symm rr Attach 'L' braces with 10d (0.128'x3,0' min) naps. Aboutj� able Truss )K For (1) 'L' brace. space naps at 2' o,c. In 18' end zones and 4' o.c. between zones. Diagonal brace option. )K)KFor (2) 'L' bracesi space nails at 3' o.c. vertical length may be T 'Ile In 18' end zones and 6' o.c, between zones. doubled when diagonal 18' 'L' bracing must be a minimum of 807 of web brace Is used. ConnectL member length. diagonal brace for 450# 'L' at each end, Max web Brace Gable Vertical Plate Sizes total length Is 14'. )ifsf�� rticalLength I No 1X4 SDtIce3 2x4 DF-L #2 or Less 4 0 or 2X better diagonal 'r Greater than 4' 0' 3X4 Vertical length shown brace) single In table above. or double cut 8' )K rr� 45• (as shown) at L 1 O ♦ S ♦ + Refer to common truss design for upper end, peak, splice, and heel plates. or' nuoaring Connect diagonalat Refer to the Building Designer for conditions " I • midpoint of vertical web, Refer to chart ave f r !r �Le gti't not addressed by this detail. ■■vaumtaa NOTES AND FDLLIIV ALL NEs DN THIS DRAVBIGf • ■.nWOlTANT■■FUMSH THIS IIRAVING TO ALL CEINTRACT13RS INCLUDING Tib INSTALLERS. REF ASCE7-10-GAB14015 Trusses require extreme care In fabricating,handling,shipping.Installing and bracing. Refer tj o* • J • follow the latest edklan of BCSI(Bullding Component Safety Information,by TPI and SBCA)for s�', • j DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per ae • Unless noted otherwise,top chord shall have properly attached structural sheathing and bottoV- hor 'a ATE DRWG A14015ENC101014 shall have n properly attached rlgld telling. Locations shown for permanent Interni restraint f.r d ��^ II� shall have bracing Installed per BCSI sections B3, J or Det as applkahle. Apply plates to each fie ® • g Iul�\`V'I1 of truss and position as shorn above and on the Joint DetNls,unless noted otherwise. ♦ • V Refer to drawings 16CA-Z for standard plate positions. O / e Alpine,a division of ITV BuRding Components Group Inc shall not be responslhle for any deviation f ♦♦�1�eo®��•'®♦♦• AN 11 NV COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, �a •a /♦ Installation R bracing of trusses. �j ` / •�.®sa•� � TOT, LD. 60 PSF 13723\Riverort)Drive m \\ A sent on this drawing or cover page listing this drawing.indicates acceptance of professional /r/ •/`y' as s�aj P girwering resporWbnky solely far the design shown. The suitability and use of this drawing � y ®� \\Suite\200 for any structure Is the responsibility of the Binding Designer per ANSI/TPI I Set. �� c / r \\Maryland\Heights,\MO\63043 For more Information see this Jab's general notes page and these web sites. {{{{{{� MAX. SPACING 24.0' ALPINE.www.alpineltw.comi TPI.wwr.tpinst.orgi SBCA.www.sbdmdustry.argl ICC.www)cc—fe., MAP SHOWING SURVEY OF :SOT 1, BLOCK '162, SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT ,: BOOK.. 18, PAGE' 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 70. M�/� TREF� �GRf1DED ROAO) --- --- ,, 270 i VlqCg AUT" 1 zt h S- - NOL. gSPERPLflT. :6 Woo D_PR/V14CY - FE cE SOD \Fro.i ,P GOTIo Lv.T C,r �BGOCk /83) (Block 163). (BLOCK 1,63) I HER CERTIFY THAT THE PROPERTY SHOWN HEREON IS IN FLOOD ZONE "C" AS SHOWN ON THE FLOOD HAZARD BOUNDARY MAP FOR THE CITY OF ATLANTIC BEACH, FLORIDA I HEREBY CERTIFY TO B.J. HALL AND SUSAN M. HALL THAT I HAVE SURVEYED THE LANDS AS- SHOWN IN. THE .ABOVE CAPTION AND THAT THIS MAP IS A TRUE AND CORRECT REPRESENTATION , OF THAT SURVEY AND THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM STANDARD REQUIREMENTS ADOPTED BY ,. THE FLORIDA STATE BOARD Or PROFESSIONAL LAND. SURVEYORS. CHAPTER. 21-HH AND- THE FLORIDA LAND TITLE ASSOCI 'C LIC OTILITIES _ ( ))APPROVED Epps ( ,. )DENIED DONN W. BOATWRIGHT, L.S. { }NOT APPLICABLETO DEPS°. FLORIDA REG. LAND SURVEYOR No. 3285 SCALE-- BYIGHT LAND SURVEYORS, INC. - D IGNE DRAWN :! 1301 PENMAN ROAD SUITE D i i _ F.B.,#: ' JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET OF MAP SHOWING SURVEY OF LOT 1, BLOCK 162, SECTIONu Hn ATLANTIC1. 'BEACH AS RECORDED IN PLAT -BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 7 � � GRADED Row SO /o , FNv%"ip 500 Vel GR/V {. o Z_0 7" l h p &,�X k .16 z I� (BCOcK /B4) (� GO T Z W Nor-, •f S P i P�F/T�/ST•9NCE5 . _ 0.8.. • NUB.RL. gSPERPLf�T 6�wooV14Cy FE GE , h GOTIo LOT / (/-Oro -(Beoc& /83) (910ck•/63) (BLOCK 163)- I HEREBY CERTIFY THAT THE PROPERTY SHOWN ' HEREON IS IN FLOOD ZONE "C" AS SHOWN- ON- THE FLOOD__HAZARD.. BOUNDAR.Y_ MAP_ FOR..THE CITY .O.F -ATLANTIC BEACH., FLORIDA I HEREBY CERTIFY TO B. J. HALL AND SUSAN M. HALL THAT I . HAVE SURVEYED THE LANDS AS- -SHOWN . IN THE - ABOVE CAPTION AND THAT THIS MAP IS A TRUE AND CORRECT REPRESENTATION , OF THAT SURVEY AND THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM STANDARD REQUIREMENTS ADOPTED BY THE FLORIDA STATE BOARD OF- PROFESS ►�bLJLV�`$j.Lihk&S CHAPTER 21-HH AND THE .FLORIDA LAND TITLE ASSOCIA Vv�J�"( { }APPROVED { }DENIED { NOT APPLICABLE TO.DEPT DONN W. BOATWRIGHT, L. FLORIDA REG. LAND SURVEYOR No. 3296 SCALE:. ''�Zo " BOATWRIGHT LAND SURVEYORS, INC. DA� IG�VED: DRAWN BY: 1-301 PENMAN ROAD SUITE D ys 201-9f _ F.B. f: ,JACKSONVILLE BEACH, FLORIDA 241-5660 SHEET OF . MAP SHOWING SURVEY OF i LOT 1. BLOCK 162, SECTION H, ATLANTIC BEACH,:. ACCORDING TO THE PLAT THEREOF RECORDED IN PL4T BOOK 18 PANE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: KEVIN MARTIN �jcar)nj FD. 1/2" IRON (NO I.D.) 00 r (j o BENCHMARK 0 o M o INNWOOD POWER POLE ELEV (10.26) o LOT" 6, BLOCK 184 NAVD (88) Og'FD. 1/2~ IRON 102.39'(F.M.) i 0-5' N SET 1/2' REBAR j SANITARY T (;a I.D.) WOOD FENCE 102.00' (PLAT) (LB 7992) WATER MANHOLE ,.�(99• r� ELEV (8.30) 0 $�l 3 g - 1p 3 A/C 0.16' kgs POWER ®, R2.•$E31� .. ` 7.7 otg8) ppl I 8' ^ 103 Oh6 POLE p 45.0 4.4 29.0 0 Z I0 � Z r cV ,O. f ea) o I 0 11:® a —I 1-STORY FRAME M g 0 7A' No. 950c"•+ �' 20.13' P F.F.E. (10.88) ^j Y IZ3LLI i n LI _ 1 p 0.1$ I�0�8 � 9 QA 6' WOOD FENCE `�Q 1 -�2Q9 �s�9 ` 's•�. 0.5' FENCE ON LINE " In x FD. 1" IRON 102.00 (PLAT) 4' GAIN LINT: FENCE o,5• (No I.D.) 102.65'(F.M.) x 1.2' E9 rn ( LOT 2 �w o w ►-o 00 N 9th STREET (50.0 FOOT RIGHT—OF—WAY) FINAL SURVEY 2-14-18. LEGEND: ❑ CONCRETE MONUMENT EC LAN® SURVEYORS, 0 IRON PIPE OR ROD INC. TC TOP OF CURB 1660 EMERSON STREET G GUTTER { JACKSONVILLE. FLORIDA 32207 - C/L CENTER UNE OF ROAD FAX (90)g39639997 34 X—X FENCE (F.M.) FIELD MEASURE EOP EDGE OF PAVEMENT NOTES; 1.) This is a: Boundary & Topographic AP best determined from an aurvsyy. Cq-`jTi»ate tea: 324.7 -�- Inspection or Flood Insurance Rate 2• No abstract of Title furnished. LOGri J.,-EyEkTr- Map 12 O75 0408 H 3. Not abstracted for easements. Not valid unless Surveyor's Cer<TT+^.ate 0. 4091E'-- a \ ated 693,/13 , the lands/house. 4. Basis of Bearings: N/A Official Seal Is embossed Profesalondl-SD,viiyurs &.Sddppera surveyed lie in Zone '�{ • hereon. State of A06do 3032 SCALE: 1°'-20' DATE:-11/3/17 FIELD BOOK!4-7_ PAGt: _1:0 DRAFTSMAN: JAB ORDER 18-62-A � # 17-392-A� City of Atlantic Beach APPLICATION NUMBER Building Department —�.,,.-.., (To be assigned by the building Department.) z 800 Seminole Road Atlantic each, Florida 32233-5445ISG Phone(904)247-5826 • Fax(904)247-8845as h p �� E-mail: building-dept@coab.us { Date routed: D'C/'/ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: `� ��t S �. Department review required Yes No Buildin Applicant: ea �(�t ft`t t/d VLn li Qa QbAfy, Planning &Zoning Tree Administrator Project: D tw Q1 f® Mt I (� ublic Works :ubliF,UtilitR§ ! Public Safety Fire Services ;Review .D.ept 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: APP ICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONINGReviewed by: Date: 16 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. [-]Not,applicable PU IORKComments: C-UTILITIES 3 _0 7-i PUBLIC SAFET?L- Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-5834 NEW WATER/SEWER TAP REQUEST Date 10 -17 —/ '7 Project Address g56 M-P/A.> b Number of Units f Commercial Residential Multi-Family New Water Tap(s) & Meters Meter Size (s) .New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address city State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application# !ZC-5 1 7 , 01 Water System Development Charge $ /L/0 - 6 Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 66 C ) Other $ TOTAL $ yD (� (Notes) APPROVED Kayle Moore, P.E. Date o ( 7 7 Public Utilities Director orAuthorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED 1 "CITY OE ATLANTIC BEACH OCT 1 800 Seminole Road OCT 1 2 20111 4{// 2��Atlantic Beach,Florida 32233 i REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date /0-/Z Revision to Issued Permit Corrections to Comments Permit# QJ S� Project Address Contractor/Contact Name lcl-e7y,"vu vLk A7e'Tvvb r� Phone 6q - 23 ^ 0 3 9'7 Email ti k% X41 T,I ry �e��l l�, �, Description of escriiptionof Proposed Revision/Corrections: Permit Fee Due$ i e S 2 Ok4K p u-er- Iq/+v Additional Increase in Building Value $ Additional S.F. By signing below,I f i,v'i affirm the Revision is inclusive of the proposed changes. printed name) Signature ac A_ nt ontractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments L/L I t 7-L-j 'Oq�r'-"LM't- Department Review Required: Bui in nning &Zonin Reviewed By Tr istrator W ' u _c _t ies �� • . 7 1 7 Public Safety i n _ d Date Fire Services CONC CURB & GUTTER MAIN STREET (50.0 FOOT RIGHT-OF-WAY) CONC CURB ww & GUTTER Li� 50000' i33ats u16 01 ,0.9$,z o t to 1p�qeb� F-W C ® 6s 9 74 ti LL O E. v o F- g L g aN -+-� Q .� o o w O o ~ v C-4 N a ® � O ub 0 � .- ® Q- a © 0*A w U O O 3 u® UVId) 600'09 < PUBLIC UTILITIES ( -}APPROVED { } DENIED { }NOT APPLICABLE TO DEff � f � J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J " w ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0185 Description: new single-family residence Estimated Value: 193695.5 Issue Date: 10/30/2017 Expiration Date: 4/28/2018 PROPERTY ADDRESS: Address: 950 MAIN ST RE Number: 170961 0000 PROPERTY OWNER: Name: AB Main Street Trust Address: 8728 1 st Avenue Jacksonville, FL 32209 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: BUILDING UNLIMITED ROOFING & SOLAR Address: 12620=3 BEACH BLVD# 181 JACKSONVILLE, FL 32246 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. CERTIFICATE OF OCCUPANCY PERMANENT f Issue Date: 03/02/2018 RE Number: 170961-0000 Address: 950 MAIN ST Zoning: RG Owner: AB Main Street Trust Contractor.: BUILDING UNLIMITED ROOFING & SOLAR 12620-3 BEACH.BLVD #.181 JACKSONVILLE, FL 32246 Permit Number: , RES17-0185 Description of Work: NEW SINGLE-FAMILY RESIDENCE Construction Type: VB Occupancy Type: DETACHED SINGLE-FAMILY.DWELLING Approved: Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL i ,I � r. I ;14. 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