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445 Sargo Rd 2013 Addition CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD t� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002487 Date 4/26/13 Property Address . . . . . . 445 SARGO RD Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 105000 ------------------------------------------------ Application desc rebuild addition 12x 20 . 5 in rear ------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BAKER, BEAUTY M SATILLA BUILDERS INC 445 SARGO ROAD 932 WEYBRIDGE LANE ATLANTIC BEACH FL 32233 PONTE VEDRA FL 32081 (904) 403-5028 --- Structure Information 000 000 ADDITION REAR OF HOME Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------- Permit . . . . . . RESIDENTIAL ADDITION Additional desc . Permit Fee . . . . 70 . 00 Plan Check Fee 35 . 00 Issue Date . . . . Valuation . . . . 105000 Expiration Date . . 10/23/13 ------------------------------------------------ Special Notes and Comments Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle' s and Waste Management . ) 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS - -------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV PRE APP > 3 HRS 25 . 00 STATE DBPR SURCHARGE 2 . 00 UTIL REV PRE APP >3 HRS 25 . 00 PERMtT-IS-IEPR0VElt 6"�t1-IN A1CC0X T%,M wrffrrtlt-CTIM-BF-.IVMANTiC'BEACtrORDMNCES AZVD LTTE-F OMDX------- sUILDIN(JFC�Ejummary Charged Paid Credited Due CITY OF ATLANTIC BEACH sJ 800 SEMINOLE ROAD r� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 >t Page 2 Application Number . . . . . 13-00002487 -_-----_- Date 4/26/13 ----------------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total 35 . 00 35 . 00 . 00 . 00 Other Fee Total 104 . 00 104 . 00 . 00 . 00 Grand Total 209 . 00 209 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE NVITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION x CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 FILE COPY Office(904)247-5826 Fax(904)247-5845 F Job Address: 4 4� S/QftGO 'AD ATloahc&A fZ 32Z33—Permit Number: Legal Description t' 0+ 60 3 6t C k Parcel# t oor ea o q. t. q Valuation of Work$ /05 D Proposed Work heated/cooled 1-75non-heated/cooled Class of Work(circle one): New rkdditiod Alteration !Cepair Move Demolition pool/spa window/door circle one): Commercial esidenti Use of existing/proposed structure(s)(c►r If an existing structure,is a fire sprinkler system installed?(Circle one): N/A . Florida Product Approval# For multiple products use pro uct approval form Describe in detail the type of work to be performed: Zd t s- C`Qfil✓ C�• Or► Property Owner Information: 'cc l C4 IC 322 33 Name: AOAw bAk-Q! Address: Statep Phone 31.1b_ .Zo City E-Mail or Fax#(Optional) Contractor Information: Com Name: 1 l Qualifying Agent: -Ton L C )0 Company a - State�_Zip 5 Address: vti(a b� �+� Ci1!04� Office Phon D 6 Job Site/Contact Number 03- ,-D 8 Fax# State Certifica�o egistration# 77 Architect Name&Phone# scvk le, Pte:.:ld ca i., ho`^ o' Engineer's Name&Phone# L'h Q-�- (�JQ6i Sa 7' 6:76 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address bc-wen !_ori..Saryin L_CC Qo 00A- 65761 SPr(`ne 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 laws rction or work is egulating construction in thpperiod is jurisdiction(( This permit becomes null �k is commenced o mencedct I understand tthat sepathin six rate permits must be or secured for Electrical Work,Plums Sigandonednded or ab ns,aWells,Pools,lunares,,Boilei Heatmonths at any time ersr Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BE O E RECORDING YOUR NOTICE OF C 1 hereb certify that 1 have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether spe,i ted herein or not. The granting of a permit does not presume to give authority to violat or cancel the provisions of any other federal,state,or local law regulating cons ction rrttthhe performance of construction. �j Signature owner Signature of Contract Sign Lot /, (� / A,p kc?- Print Name _.�U... .....L.,......I �U.... Print Name -6.f.' __.......r,�� T! .`(.1 .... .`C--.- Befor a Befor a 2d3 this D 20 thi a of i y a, r of pa Noj, 95777. • �5 Fa.,. _, 14.tot Revised 10.24.12 �s-/ Z - 0 DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: FLORIDA BUILD NG CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: M 7-13 Development Size Habitable Space a5`6 s-r' Non-Habitable Impervious area Miscellaneous Information Occupancy Group R-3 Type of Construction's Number of Stories Zoning District k ' Max. Occupancy Load Fire Sprinklers Required Flood Zone x lt1,4 Conditions/Comments: Map Output Page 1 of 1 JAXGIS Property Information 1 400 4pso }, 443 40 1715010000 iE A` t �~ 1 ---- ... a» 1R V AE { p � 0.2 PCr ANNUAL CHANCE FLOODTAR 434 4m 490 03 Q� 42L LaQFQa iL1 A0SCaYN,liamnM Fi {Zs Tsft-• ul iv Er► ame tltlress Transaction ook-Page ap I Legal Des<riptlons FloodshSife cnOe nation CPAC a PZ H I e~ Cehool School Lighting, Colica one ona ayport 5 1-016 38-2S-29E otin N/A/ or—ta71501 00 R BEAUTY M ARGO RD . 8 417 R/P OF PT OF ROYAL PALMS UNIT A hSBe�.0,111 nerpris ATPlannin NA NA A urface NA NA A A t TLANTIC BEAC LOT 6 BLK 17 ne ne lev 2233 Dist: 300' I I� http://maps.coj.neVWEBSITE/DuvalMapsSQL/toolbar.asp 4/17/2013 i N' u MAP SHuWING BOU DARY SURVEY OF LOT 6, BLOCK 17, REPL.AT OF PART OF OYAL PALMS UNIT TWO A, AS RECORDED IN PLAT BOOK 31, PAGES 16, 16A THROUGH 16D, OF TH CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. A,�,«.�,....,,w,.,.wwwn.f,:.,>auw�s�*,v.,+++4r CERTI IED T0: COr BEAUTY AE BAK City of Atlantic Beach ILE GN MORTGAG CORPORATION Planning and Zoning Department ATTORNEYS TITLE I URANC FUND, INC. PATERSON, BOND ND LA NWapp,Aval verifies compliance with applicable zonRig, 'subdivision and other local land development regulations, but does not constitute approval for the issuance of permits. Compliance with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by signature of the City of Atlantic PBeach Building Official prior to the Issuance of a Oq �AZq R Building Permit. (so.o'R�G�_ H= p Approved By: Date: n zqg7 LOT 5 LOT 20 BLOCK 17• I BLOCK 17 N 82'43'58" E i 93.00' (PLAT) N 82'43'58" E x 93.00' (MEASURED) FOUND 1/2' IRON PIPE 0.7 0.9 1.0'- FOUND 1/2'IRON PIPE NO IDENTIFICATION NrlTIFICATION IO DRAINAGE AND ITY EASEMENT��— X 2. W 29.2' z Il7. 4.0' SH Dcn a Q � I i Q a W x W F 1• k�� d Ln �� Zo Zo �� < Q m j` ONE STORY LOT 6Ci �y Q 3 to MA ONRY BLOCK 17 �I POST # 445 LOT 19 00 S b p BLOCK 17 C7 � F '^ W v 3 3 � I= 4 � Z I W < � oo x IQ .1. I = ' oo (oto al (0 (0 a r o t, _ u o o z Z 2c+�/� ` FROOMO i / I V) 29 f I 24 x O• ' 1/2' REBAR FOND1/2'IRON PIPE 2'S'—OIDENTIFICATION S 82'435 , STAMPED 'ACM LB 6702- 88"W I ' S 82'43'593.00' (PLAT)5, cc NV+ v� – ORAINA� AND VnUrY Eq� I -� --- LOT 7 B OCK 17 ocinj Cvrb ct�ainge�� Lnc'.4ioil ii Rear as RCe (Oil NOTES: ACCEPTED BY: LEGEND: -- R = RADIUS —X— = FENCE L = LENGTH O CONCRETE unX�. City of Atlantic Beach AML Building Departrnent APR 17 2013 I �t •sit µ � � � �+� ) i 800 Seminole Road F Atlantic Beach, Florida 32233-54 �• >� r Phone(904)247-5826 • Fax( E-mail: building-dept@coab.us ea City web-site: http://www.00ab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7 7 �a nt review required Yes No Applicant: Tree Administrator Project: `G � C u is tr"e �� ► /' jJ/ 7/ef7')G u is Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING&ZONINGDate: Reviewed by: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127110 ED City of Atlantic Beach r013�� Building Department A ' 800 Seminole Road Atlantic Beach, Florida 32233-5445 y Phone(904)247-5826 • Fax(904)247-5845 , E-mail: buildng-dept@coab.us r City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7 7 S �C� _ D nt review required Yes No Applicant: dors__ �L Tree Administrator Project: �� 7� �� ublic W -Ile M u is afety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept,of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: YY7y TREE ADMIN. Second Review: [Approved as revised. [—]Denied. OSAFE�TY ' Comments: Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER J Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904) 247-5826 • Fax(904)247-5845 t s3E-mail: building-dept@coab.us Date routed: A City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �`7 �� D nt review required Yes No / Bu' Applicant: Tree Administrator Project: rG �L ��7� �'� ubiic Wo cc u is Utilities u is Safety Fire Services — �—Review or Receipt Date Other Agency Review or Permit Required 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 f proved. {,Denied. Reviewing Department First Review: p, (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑D ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: I Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the�BuildingDepartment.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 t ' Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: t a City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7 7 �CZ D a+# �nt review required Yes No Applicant: ng&Zoning- Tree Administrator Project: �G ,L�L �� ubiic Wo u Tic Utilities u is Safety Fire Services — � Other Agency Review or Permit Required Review or Receipt Date I of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. [-]Denied. (Circle one.) Comments: BUILDING CANNING &ZONIN ' I l Reviewed by: Date:, TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. I PUBLIC WORKS Comments: i I PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: i FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comnients: Reviewed by: Date: Revised 07/27/10 CITY OF ATLANTIC BEACH Building Department SIS 800 Seminole Road •. l Atlantic Beach,Florida 32233 (904)247-5800 EH19'' PLAN REVIEW COMMENTS Permit Application # /3 - ?54�f 7 Property Address: Applicant: �or l!a �1CXPr S' Project: �t'�no �e�v��D� Gc'G�yly i�� at u'41 D This permit application has been: EEK-Approved El Reviewed and the following items need attention: looks e SIP Ry Please re-submit your application when these items have been completed. Reviewed By: /y? Date: ` FORMS FLORIDA BUILDING CODE,ENERGY CONSERVATION FORM 402-2010 Residential Building Thermal Envelope Approach ALL CLIMATE ZONES 6 1 Scope Compliance with Section 402 of the Florida Building Code,Energy Conservation,shatl be demonstrated by the use of Form 402 for single-and multiple-family residences of three r ing residential buildings,renovations to existing residential buildings,new stones or less in height,additions to existheating,cooling,and water heating systems in existing buildings,as 1< S applicable To comply,a building must meet or exceed all of the energy efficiency requirements on Table 402A and all apDlicabie mandatory requirements summarized in Table 4026 of this ! form.11 a building does not comply with this(+method or Alternate Form 402,it may still comply under Section 405 of the Florida Building Code,Energy Conservation. PROJECT NAME: �� I (CA _ BUILDER: AND ADDRESS: 1 / D V-N PERMITTING ��n C- 3 OFFICE--- J�'t1C- -A.13-1 k- �J�a-33 OWNER: PERMIT NO.: I JURISDICTION NO.; General Instructions 1.New construction which incorporates any of the following features cannot comply using this method:glass areas in excess of 20 pecent of conditioned floor area,electric resistance --- heat and air handlers located in attics. Additions<-600 sq.ft.,renovations and equipment changeouls may comply by this method with exceptions given. 2.Fill in all the applicable spaces of the"To Be Installed"column on Table 402A with the information requested.All"To Be Installed"values must be equal to or more efficient than the required levels. 3.Complete page 1 based on the"To Be installed"column information. 4.Read the requirements of Table 4026 and check each box to indicate your intent to comply with all applicable items. 5.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owners agent must also sign and date the form. Please Print CK 1. New construction,addition,or existing building 2. Single-family detached or multiple-family attached 2.S W\ 3. If multiple-famity-No.of units covered by this submission 3.� - 4. Is this a worst case?(yes/no) 4• 5. Conditioned floor area(sq.ft.) 5. �tb -- 6. Glass type and area: a.U-factor 6a. b.SHGC 6b. c Glass area 6c. fC�'_sq.ft. _--- 7. Percentage of glass to floor area 7- �/C1 % 8. Floor type,area or perimeter,and insulation: 1-)A4 y a.Slab-on-grade(R-value) aa.R= 1lin,ft. b.Wood,raised(R-value) ab.R= sq.ft. -- c.Wood,common(R-value) ac.R= sq.ft. d.Concrete,raised(R-value) ad.R= sq.ft. e.Concrete,common(R-value) ae.R= sq.ft. 9. Wall type,area and insulation: a Exterior 1. Masonry(Insulation R-value) ga-1. R= sq.ft. �- 2. Wood frame(Insulation R-value) ga-2. R= _sq.ft. -- b.Adjacent: 1. Masonry(Insulation R-value) 96.1. R=- 2. = Wood frame(Insulation R-value) 9b-2. R= sq.ft. 10. Ceiling type,area and insulation: a.Under attic(Insulation R-value) 10a.R=- sq.ft. b.Single assembly(Insulation R-value) 10b.R= sq.ft. 11. Air distribution system:Duct insulation,location,On Ila. R= 6 a.Duct location,insulation --- b.AHU location 116. �i./?fet'1'e�� n Test re 11 c.Test report attached? c. Yes Q report attached(<0.03;yeslno) 12. Cooling system: Ne-w- um P 12a.Type: a.Type 12b.SEER/EER --- _- b.Efficiency 13. Heating system: 13a.Type: r►t 136.HSPHGOP/AOP/AFUE:E: g a.Type b.Efficiency 14. HVAC sizing calculation:attached 14. Ye No 15. Hot water system: 15a Type' g144e i a.Type 15b.EF; i r1 D b.Efficiency I hereby earthy that the plans ant spa icatians c Bred by the rafcuialion are in compliance with the Florida Review of plans and specifications eovered by this calculation indicates compliance with the Fanda Energy Code.Before construction is completed,this building will be inspected for compliance in Energy Code. 9 accordance with Section 553.908. S. PREPARED 8 DATE: 3.. l-�3 --- CODE OFFICIAL 1 hereby certi Nis building is in complian with the Honda Energy Code. OWNER AGENT: DATE: OATS--------- .--.___ C.4 2010 FLORIDA BUILDING CODE'-ENERGY CONSERVATION FORMS TABLE 402A _ BUILDING COMPONENT pERt pRMANCE CRITERIA' INSTALLED VALUES: -'- U•Fadw<0.65 Li-Fachx= LWind-owse Note 2): $�-0.30 SHGC%ofCC= =, 30 %ofCFA<-20%U-Factor<0.75 U-Factor<0.65 U-Factor= Doors:Exterior door U-Factor / Floors: Slab-on-grade No requiremeril R-Value= O Over unconditioned spaces see Noce 3 p•13 ? Walls-Ext,and Adj.(see Note 3). FI-13 R-Vatue= •� Frame Mass (see Note 3) R•7.8 'R-Value= Interior of wall: R-Value= _;`J! Test report Exterior of walC R-Vaiue= ��3`) A Ceilings(see Notes 3&4) p"� 0.25 Reflectance= Y o i Reflectance l !.Air distribution system(see Note 4) yL Ductwork&air handling unit !Location: /A'T ICS j Test report i Unconditioned space Not allowed :Attach_�Q? i Ye Conditioned space R•vatue_6 Dud R-value !R-Value= j On Air leakage On 5 0.03 �On= Air conditbnin s stams1see Note 5 SEER-13.0 SEER= gating systemSER=t3.b SEER= /� Heat pump(see Note 5) Coding; .HSPF= O I Heating: HSPF=7.7 LGalstum-ame AFUE 78% }AFUElAFUE 76% j AFUEce:Not allowed(see Note 5) I Water heating system(storage type) 4Ggal'.EF=0.92 -� Gallons �v Electric(see Note 6): 5o gal EF=0.59 00 EF Gas fired(see Note 7): EF=0. Gallo 40 gel: ns= 50 gat:EF=0.58 ,EF Other(descdba): L ._-- (1)Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Section 405 compliance must he used. (2)Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U-Factor and the maximum S (solar Heat Gain Coefficient)criteria and have a maximum total window area equal to or less than 20%of the conditioned floor area(CFA);otherwise Section 40505 must be used for compliance. m Exception: Additions of 600 square feet(56 m2)or less may have a maximum glass to CFA of 50 percent. (3)R-values are for insulation material only as applied in accordance with manutacturers'installation instructions.For mass walls,the"interior of wail"requirement must be met except if at least 50%of the R-6 insulation required for the"exterior of wain is installed exterior of,or integral to,the wall. (4)Ducts&AHU installed substantially leak free per Section 403.2.2.1.Test by Class 1 KERS rater required. Exception:Ducts installed onto an existing air distribution system as part of an addition or renovation;duct must be R-6 installed per Sec.503.2.7.2. (5)For all conventional units with capacities greater than 30,000 Btu/hr. For other types of equipment,see Tables 503.2.3(1-8). Exception:The prohibition on electric resistance heat does not apply to additions,renovations and new heating systems installed in existing buildings. (6)For other electric storage volumes,minimum EF=0.97-(0.00132 x volume). (7)For other natural gas storage volumes,minimum EF=0.67-(0.0019 x volume). TAB 240EL 8 MANDATORY REOUIREMENTS --- ( CHECK COMPONENTS_ SECTION REQUIREMENTS To be caulked,gasketed,weatherstripped or otherwise sealed.Recessed fighting IC-rated as meeting AS E Air leakage 402.4 283.Windows and doors=0.30 ctmisq.tt.Testing or visual inspection required.Fireplaces:Basketed doors&- ✓ outdoor combustion air. Ceilings/knee wails 405.2.1 R-19 space permitting. Programmable thermostat 403.1.1 Where forced-air furnace is primary system,programmable thermostat is required. Air distribution system 403.2 1 Ducts in auks or on roots insulated to R-8;other ducts R-8.Duds tested to O.=0.03 by a Class 1 BERS rater. Heat trap required for vertical pipe risers.Comply with efficiencies in Table 403.4.32.Provide switch or Beady / Water heaters 403.4 =marked circuit breaker(electric)or an"(gas).Circulating system Pipes insulated to=R•2+accessible manual OFF switch. 1 Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat Swimming pool&sPas 403.9 1 loss except it 70%of heat from site-recovered energy.Offltfiner switch required.Gas heaters minimum thermal efficient_78% 82%akar 4/t61t3.Heat um 1 heaters minimum COP=4.0. i ,i 'Stang ca�uia-performed&attached.Minimum efficiencies noises separate sys03tem or variable capacity+s.2.3.Equipment ysteme�fwn Cooiingtheating equipment 403.6 required.Special occasion cooling or heating capacity q EiaM,heat>10kW must be divided into two or more sta es. n ui mant 464.1 At least 50%of permanently installed lighting fixtures shah be high•efricacy tamps. `Lighti g eq P C.5 2010 FLORIDA BUILDING CODE-ENERGY CONSERVATION Job: +I+ wrightsoft Project Summary Date: Mar 29,2013 Entire House DONOVAN HEAT AND AIR 445 SARGO ROAD Proiect Information For: BEAUTY MAY BAKER, 445 SARGO ROAD ATLANTIC BEACH, ATLANTIC BEACH, FL 32233 Notes: Desicin Information Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 99 °F Inside db 70 °F Inside db 75 °F Design TD 31 'F Design TD 24 °F Daily range L Relative humidity 50 % Moisture difference 69 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 23073 Btuh Structure 21445 Btuh Ducts 2307 Btuh Ducts 2144 Btuh Central vent(0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25381 Btuh Use manufacturer's data n Rate/swing multiplier 1.04 Infiltration Equipment sensible load 24533 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average 0 Structure 4983 Btuh Fireplaces Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (ft2) 1716 1716 Equipment latent load 4983 Btuh Volume (ft3) 13728 13728 Air changes/hour 0.80 0.40 Equipment total load 29516 Btuh Equiv. AVF (cfm) 183 92 Req. total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond GAMA ID Coil ARI ref no. 0 SEER Efficiency 80 AFUE Efficiency 0 Btuh Heating Input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 1129 cfm Actual air flow 1129 cfm Actual air flow 0.048 cfm/Btuh Air flow factor 0.044 cfm/Btuh Air flow factor p in H2O Static pressure 0 in H2O Static pressure Space thermostat Load sensible heat ratio 0.83 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. +I F wrightsoft Right-Suite®Universal 7.1.12 RSU05711 2013-Mar-29 06:49:39 Pagel ACCP. Projectl.rup Calc=MJ7 Orientation=W htsoft wri Right-JO Worksheet Job: + Q g Date: Mar 29,2013 Entire House By: DONOVAN HEAT AND AIR 445 SARGO ROAD MANUAL J:7th Ed. Ent 1 Name of room ire House MASTER BATH MASTER BATH/CLOSET 2 Length of exposed wall 210.0 ft 32.0 ft 22.0 ft 15.0 ft 3 Room dimensions 12.0 x 10.0 ft 12.0 x 17.0 ft 15.0 x 8.0 ft 4 Ceilings Condit.Option 8.0 ft d 8.0 ft heat/cool 8.0 ft heaUcool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) EXPOSURE NO. Htg Clg (11:1) Htg Clg (ft2) Htg Clg (ft') Htg Clg (ftp) Htg Clg 5 Gross a 14BO 45 3.5 1680 `". ""* 256 ::** ..,. 176 120 Exposed b 0 0 0 .,,, o 0 *_•_ walls and c 0 0 0 0 0 .,., ..,. 0 <*x **** partitions d 0 0 0 ..,. .<.. .... ,... O ,._. *«., 0 6 Windows and a 3BO 189 " 117 2209 ""` 15 283 `*" 9 170 "'* 0 50 =** glass doors b 0 0 0 **"* 0 0 „«= 0 0 =,_, Heating c 0 *= 00 0 «*** 0 ,.,_ p ..,< 0 0 .,,. f p ** 0 0 =.., 0 O 0 0 0 0 7 Windows and North 44.0 45 *"' 792 0 `*** 0 9 0 *** 158 0 ... glass doors NE/NW 0 0 0 0 ,, 0 0 .*** 0 0 *** 0 Cooling E/W 47.6 72 3427 15 714 0 0 3 *=*f 143 SE/SW 0 O "_, 0 0 .... 0 0 .,.. 0 0 _„ 0 South 0 0 *'*' p 0 0 0 ..** 0 0 =,.* 0 orz 0 0 0 0 *.., 0 0 0 0 0 8 Other doors a 10DO 14.3 14.5 63 898 916 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14BO 4.5 3.5 1500 6696 5249 241 1076 843 167 745 584 117 522 409 exposed b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16GO 1.0 1.7 1716 1755 2945 120 123 206 204 209 350 120 123 206 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A0 25.1 0 210 5273 0 32 804 0 22 552 0 15 377 0 (Note:room b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) If 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 34.7 13.4 180 62420 24160 15 5200 2010 9 3120 1210 3 1 O 4 0 Ventilation 13 Subtotal loss=6+8..+11+12 "" 23073 <* 2805 «* 1989 _ * 1182 *" <*= 0 0 0 — 0 *" Less external heating **= 0 *�,* *,,, 0 .___ __** 0 **** ***` 0 **"' Less transfer ,,,, 0 =".* ,*_= 0 **** **** 0 ***` Heating redistribution 0 ,**, „*< **** � * 1f10 10% 281 10% 199 10% 118 14 Duct loss 10/0 2307 ** "., 2187 ,,•• *_** 1301 15 Total loss=13+14 25381 3086 ' 300 3 *_„ 900 0 "„* 0 2 ,*„ 600 0 ,.,. 0 16 Int.gains: People @ *, .,« 0 1 **** 1200 0 "*** 0 APpl @ 1200 4 „*= 4800 *,_, 0 ..., ,,._ ,,," _.., 798 17 Subtot RSH gain=7+8..+12+16 **_ **"* 21445 *_�� ,,, 1965 ��*« **�" 3014 "** „.. 0 0 0 0 Less external cooling "*** 0 =,*, ,,,, 0 ,*_, **_= 0 „** „*` 0 Less transfer _ ,**, ,**, 0 =_.+ *<_* 0 **** ***` 0 Cooling redistribution 0 0 »,_ **** 301 10% "*** 8o 18 Duct gain 10% ""_" 2144 10% =�� 196 10% **_ 19 Total RSH gain=(17+18)*PLF 1.00 23589 1.00 2161 1.00 3315 1.00 878 20 Air required(cfm) 1 1 1129 11291 137 103 97 159 L 1 581 42 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 2013-Mar-29 06:49:39 +}t wrigt�tsoft Right-Suite®Universal 7.1.12 RSU05711 Pagel RCCA Projectl.rup Calc=MJ7 Orientation=W Job: +I+ wrightsoft Right-J® Worksheet Date: Mar 29,2013 Entire House By: DONOVAN HEAT AND AIR 445 SARGO ROAD MANUAL J:7th Ed. 1 Name of room ADDITON 2 Length of exposed wall 44.0 ft 3 Room dimensions 20.0 x 12.0 ft 4 Ceilings Condit.Option 8.0 ft heat/cool TYPE OF CST HTMFArea Load(Btuh) Area Area Htg Clg Area Htg Clg EXPOSURE NO. Htg ClgHtg ClgHtg Clg5 Gross a 1460 4.5 3.5Exposed b 0 0walls and c 0 0partitions d 0 0 f 0 0 0 6 Windows and a 3130 18.9 18 340 glass doors b 0 k0 0 «�„ ._., «_*• "'« Heating c 0 .. 0 0 ,*„ «*.. _ d 0 0 0 .... ..«« f 0 *` 0 0 7 Windows and North 44.0 9 "'* 158 glass doors NE/NW 0 0 '��r 0 *_** Cooling E/W 47.6 9 428 SE/SW 0 0 =_•• 0 .... ,... ..._ South 0 0 **" 0 Horz 0 0 '*" 0 8 Other doors a 10DO 14.3 14.5 21 299 305 b 0 0 0 0 0 c 0 0 0 0 0 9 Net a 14BO 4.5 3.5 313 1397 1095 exposed b 0 0 0 0 0 walls and c 0 0 0 0 0 partitions d 0 0 0 0 0 e 0 0 0 0 0 f 0 0 0 0 0 10 Ceilings a 16GO 10 1.7 240 246 412 b 0 0 0 0 0 c 0 0 0 0 0 d 0 0 0 0 0 e 0 0 0 0 0 f 0 0 0 0 0 11 Floors a 22AO 25.1 0 44 1105 0 (Note:room b 0 0 0 0 0 perimeter c 0 0 0 0 0 is displ. d 0 0 0 0 0 for slab e 0 0 0 0 0 floors) f 0 0 0 0 0 12 Infiltration a 34.7 13.4 39 1352 523 Ventilation 0 0 13 Subtotal loss=6+8..+11+12 4739 Less external heating "** 0 Less transfer 0 Heating redistribution �„ 14 Duct loss 10% 474 ..*. *... *«* ,,,, ,,,, 15 Total loss=13+14 ' 5213 16 Int.gains: People @ 300 0 *.., 0 �,„* •••_ Appl. @ 1200 1 1200 ..*. .... .... .... .«.. .... 17 Subtot RSH gain=7+8..+12+16 *_* 4123 ** Less external cooling =rte 0 „,, .... Less transfer 0 ,,,, Cooling redistribution ”" �� 0 «.«. 18 Duct gain 10% 412 19 Total RSH gain=(17+18)'PLF 1.00 -- 20 Air required(cfm) 232 217 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. +I+ wrigFitsofi 2013-Mar-29 06:49:39 Right-Suite®Universal 7.1.12 RSU05711 Page 3 ACC-l', Calc=MJ7 Orientation=W Window Data Job: -� wrightsoft' Date: Mar 29,2013 By: DONOVAN HEAT AND AIR 445 SARGO ROAD W S O G L S S N I S O O W C W S N K R L O T H G N H V V H H N H D Y I A W R A L C C R R G T A A W Z E M D Z L O X Y T M R R MASTER BATH 3B0 n e c n n b 2 90.0 1.0 1.6 1.6 3.0 47.6 15.0 0.0 MASTER 3B0 n n c n n b 2 90.0 1.0 1.6 1.6 3.0 17.6 9.0 0.0 BATH/CLOSET 3B0 n e c n n b 2 90.0 1.0 1.6 1.6 3.0 47.6 3.0 0.0 BEDROOM 1 3B0 n n c n n b 2 90.0 1.0 1.6 1.6 3.0 17.6 9.0 0.0 3B0 n W c n n b 2 90.0 1.0 1.6 1.6 3.0 47.6 9.0 0.0 LIVEING 3B0 n W c n n b 2 90.0 1.0 1.6 1.6 3.0 47.6 15.0 0.0 3B0 n W c n n b 2 90.0 1.0 1.6 1.6 3.0 47.6 9.0 0.0 DINNIN 3B0 n S c n n b 2 90.0 1.0 1.6 1.6 3.0 26.6 12.0 12.0 3B0 n W c n n b 2 90.0 1.0 1.6 1.6 3.0 47.6 12.0 0.0 LAUNDRY 3B0 n s c n n b 2 90.0 1.0 1.6 1.6 3.0 26.6 6.0 6.0 ADDITON 3B0 n e c n n b 2 90.0 1.0 1.6 1.6 3.0 47.6 9.0 0.0 3B0 n S c n n b 2 90.0 1.0 1.6 1.6 3.0 26.6 9.0 9.0 ,,+- -+- wrightscff. Right-Suite®Universal 7.1.12 RSU05711 2013-Mar-29 06:49:39 ACCA Projectl.rup Calc=MJ7 Orientation=W Page 1 Sheet 1 FMASTERA% cf 15'-0" ADDITION 116 cIrfi6 cfm MASTER BATH/CLOSET LAUNDRY 159 cfm 58 cfm 92 cf LIVEINg34 cfm DINNIN BEDROOM 1 134 cfm 192 c 133 cfm Job#: DONOVAN HEAT AND AIR Scale: 1 : 99 Performed for: Page 1 BEAUTY MAY BAKER 445 SARGO ROAD Right-Suite®Universal ATLANTIC BEACH 7.1.12 RSU05711 ATLANTIC BEACH,FL 32233 2013-Mar-29 06:53:01 Projectl.rup +} wrightsoft• Right-J® Worksheet Date: Mar 29,2013 Entire House By: DONOVAN HEAT AND AIR 445 SARGO ROAD MANUAL J:7th Ed. 1 Name of room BEDROOM 1 LIVEING DINNIN LAUNDRY 2 length of exposed wall 27.0 ft 35.0 ft 27.0 ft 8.0 ft 3 Room dimensions 15.0 x 12.0 ft 1.0 x 588.0 ft 11.0 x 16.0 ft 11.0 x 8.0 ft 4 Ceilings Condit.Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area 9 d(BtuArea (BtuArea 9 d(Btu EXPOSURE NO. Htg Clg (ft) Rg 9 ( ) Load Clg (fHtClg ( Load Clg 5 Gross a 1480 4.5 3.5 216 "'* "" 280 ***_ **= 216 x*= Exposed b 0 0 0 0 .._. .._= 0 ..__ p walls and c 0 0 0 0 *__ *** 0 .**_ partitions d 0 0 O .,_. ,... o .*_. „_, O ,*_, .__. O =__• ____ 6 Windows and a 3130 18.9 ** 18 340 `*'* 24 453 "** 24 453 **.. O 110 =** glass doors b 0 0 0 �.k0 0 .,.. 0 Heating c 0 ** 0 0 ��_= 0 0 *�� 0 0 **_= d 0 0 0 0 0 O 0 .._= 0 0 =__* f 0 ** 0 0 '**' 0 0 0 0 0 0 7 Windows and North 44.0 9 "** 158 0 *** 0 12 **** 211 6 '_., 106 glass doors NE/NW 0 0 *� 0 0 ' _= 0 00* 0 0 =H* o Cooling ENV 47.6 9 **** 428 24 *_** 1142 12 .__* 571 0 x** 0 SE/SW 0 0 0 0 0 0 x=* 0 0 0 South 0 0 0 0 "** 0 0 *�** 0 0 Horz 0 0 0 0 ***` 0 0 0 0 0 8 Other doors a 10DO 14.3 14.5 0 0 0 21299 305 21 299 305 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 1480 4.5 3.5 198 884 693 235 1049 822 171 763 598 58 259 203 exposed b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16GO 1.0 1.7 180 184 309 588 602 1009 176 180 302 88 90 151 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22AO 25.1 0 27 678 0 35 879 0 27 678 0 8 201 0 (Note:room b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c o 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 34.7 13.4 18 624 242 45 1560 604 45 1560 604 6 208 81 Ventilation 0 0 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 *"' 2710 "" 4842 =*_ *_* 3934 871 Less external heating 0 * **= 0 =_,_ *,*, 0 ..._ .__= p **" 0 0 0 Less transfer *,,, _*, ,__, ..__ Heating redistribution ..., 0 0 =*= 0 =_� 0 *�_* 14 Duct loss 10% 271 10% 484 =** =10% 393 *** 10% 87 *** 15 Total loss=13+14 2981 "' *" 5327 "` 4328 '** 958 16 Int.gains: People @ 300 1 '**' 300 0 0 0 :::: 0 1 0 Appl. @ 1200 0 0 =_.= 1 *.,= 1200 =.*. 0 =..: 0 *.:= 1 1200 17 Subtot RSH gain=7+8..+12+16 2130 *_** __» 5083 *M* _*** 2592 ***x rt� 1740 Less external cooling 0 ,,, ,,,, 0 ,„. ...* 0 =___ _*** p Less transfer `* O 0 „*, ,„* 0 **__ __._ Cooling redistribution __** 0 0 ,.*= 0 =_+* 0 18 Dud gain 10% xxxx 213 x10% _�� 508 10% *�* 259 10% .... 174 19 Total RSH gain=(17+18)*PLF 1.00 ***' 2343 1.00 5591 1.00 2851 1.00 1914 20 Air required(dm) 133 112 237 268 192 136 43 92 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. +�r wr:gr�tsoft Right-Suite® Paagege 2 Universal 7.1.12 RSU05711 2013-Mar-29 06. /�A Projectt.rup Calc=M.17 Orientation=W 2 Job: +�- wrightsoft� Component Constructions Date: Mar 29,2013 Entire House By: DONOVAN HEAT AND AIR 445 SARGO ROAD Project • • For: BEAUTY MAY BAKER, 445 SARGO ROAD ATLANTIC BEACH,ATLANTIC BEACH, FL 32233 — Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature(°F) 70 75 Elevation: 16 ft Design TD (OF) 31 24 Latitude: 30°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 4.6 69.0 Dry bulb(°F) 39 99 Infiltration: Daily range(°F) - 15 (L ) Method Simplified Wet bulb(°F) - 81 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain Construction descri P fl' Btuh/W--°F ft•-'F/Btuh Btuh/ft` Btuh Btuh/W Btuh Walls 14BO:Blk wall,2'x4"wood int frm,4"thk,1/2"gypsum board int 1500 0.144 5.0 4.46 6696 3.50 5249 fnsh Partitions (none) Windows 360:2 glazing,Gr outr,air gas,mtl/w brk fnn mat,clr innr, 1/4" n 18 0.609 0 18.9 340 17.6 317 gap,1/4"thk;clear; 100%blinds; 1.6 ft overhang(3 ft window ht, a 27 0.609 0 18.9 510 47.6 1285 1.6 ft sep.) s 27 0.609 0 18.9 510 17.6 475 w 15 0.609 0 18.9 283 47.6 714 w 30 0.609 0 18.9 566 47.6 1428 all 117 0.609 0 18.9 2209 36.1 4219 Doors 10D0:Door,wd sc type 63 0.460 0 14.3 898 14.5 916 Ceilings 16GO:Attic ceiling,asphalt shingles roof mat,r-30 ceil ins,1/2" 1716 0.033 30.0 1.02 1755 1.72 2945 gypsum board int fnsh Floors 22AO:Bg floor,light dry soil,carpet fir fnsh 210 0.810 0 25.1 5273 0 0 -i�_ -+ 1- wrightsc ft Right-Suite®Universal 7.1.12 RSU05711 2013-Mar-29 06:49:39 AI�I�A ! Projectl.rup Calc=MJ7 Orientation=W Page 1 Calculation Procedures A B C D Job: +++ wrightsoft Date: Mar 29,2013 Entire House By: DONOVAN HEAT AND AIR 445 SARGO ROAD Procedure A -Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 13728 ft3 x 0.0167 = 183 cfm 2. Winter infiltration load 1.1 x 183 cfm x 31 °F Winter TD = 6242 Btuh 3. Winter infiltration HTM 6242 Btuh / 180 ftZ Total window = 34.7 Btuh/ftZ and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 13728 ft-3 x 0.0167 = 92 cfm 2. Summer infiltration load 1.1 x92 cfm x 24 °F Summer TD = 2416 Btuh 3. Summer infiltration HTM 2416 Btuh / 180 ftZ Total window = 13.4 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x69 gr/Ib moist.diff. x 92 cfm = 4293 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 24 °F Summer TD = 0 Btuh Sensible load for structure(Line 19) + 23589 Btuh Vent+ structure+ other equip loads = 23589 Btuh Rating and temperature swing multiplier x 1.04 Equipment sizing load -sensible = 24533 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 69 gr/Ib moist.diff. = 0 Btuh Internal loads = 230 Btuh x 3 people + 690 Btuh Infiltration load from Procedure C + 4293 Btuh Equipment sizing load - latent = 4983 Btuh Construction quality: Average Fireplace construction: Average Number of fireplaces: 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right-Suite®Universal 7.1.12 RSU05711 2013-Mar-29 06:49:39 ACCP. Projectl.rup Calc=MJ7 Orientation=W Page 1 ?r 2. A. p \o Po :-1 PN lh P W N 01 vi W N . CD C- eD UQ D, p aro F .� o CD -� O ° CD 00 o. 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CD O ~ (� O N rte* O ry, ••e CD VL.J (D CD .t CDk C O 0 CD 'C n O n A+ sQ CDD JO O EA EA 5 CD CD o CD CDCD PAUL S. LI, P.E. #18305 FL DESIGN & CONSULTING ENGINEER 9218 CYPRESS GREEN DR, STE. #10 � FILE JACKSONVILLE, FL 32256 r _ . Ph/Fax: (904) 737-6876/737-2385 Project# CITY OF ATLANTIC BEACH BUILDING DEPARTMENT WIND LOAD BASED ON THE FLORIDA BUILDING CODE 2010 RESIDENTIAL, FIG. R301.2(4), THIS SITE IS IN THE MPH ZONE. PER ASCE 7-10, METHOD 1, THE IMPORTANCE FACTOR IS � _ a , THE RISK CATEGORY IS II, AND THE EXPOSURE CATEGORY , FOR AN ENCLOSED BUILDING. ROOF ANGLE A = tan -1 MEAN ROOF HT HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = ROOF LOAD FLOOR LOAD L.L. Za P.S.F. L.L. P.S.F. D.L. 2 P.S.F. D.L. P. T.L. P.S.F. T.L. Ci1Dala\WINW0RD\F0RMS\ATWMC BEACH FBC RESIDENTIAL NI lu.doc XXxXXXXXXXXXXXXATTENTIONXXXXXXXXXXXXXXXx DUILDEF MU5T APFFOVE ALL TFU55 NAWIN65 AND LAYOUT PRIOR TO FFODUGTION ' 0 0 N v 24" OG 0 0 0 N I� r N Cr c� ►� rn rn rc1 rn rn rn rn rn O O O O O O O O O F- M I TLK FLATS AFFFOVAL 5 21 q7 , 2 - 21 q 20-06-00 l 25 Z# .� .µ T01 �Z ,� N T02 - _ T02 0 0 T02 TO2 T T02 ADDITION TRU55E5 VE LEEN PE51 NEP WITH A 2,g18/12 ROOF PITCH ND A 3 7/8" HEEL HEIGHT PER BUILDER REQUEST, LL HEI6H WILL GE ADJUSTED TO ACCOMMODA FOR D OF 6A E PER GUILDER, T03 REPLACEMENT TRU55E5 HAVE LEEN PE5I6NED PER GUILDER REQUEST OF A TRU55 HE16HT OF 3'-2 5/6" AND A HEEL HEI6HT OF 3 5/6 ROOF PITCH 15 2,g18/12, GUILDER WILL DETERMINE IN FIELD THE EXACT PLACEMENT OF T03, 7 . 4 WEYERHAUSER � RODUGT 1630 , 2 - 1630 , 10 ----- �3 - �S - d � �M/�_`�--- _ __ _ _ _ _ __ ��,. __ 2 __ _ __ - -- -- ----- �.� - ---- i --- - _ 5 __ --- ----- _---- --- -___ -- i - --- - --- j/ +/yam oe zY, i r^ r cJ-5 REVIEWED FOR CODE COMPLIANCE . ON CITY OF ATLANTIC BEACH - SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. Flbr JULIUS LEE PE. REVIEWED BY: DATE: 01 RE: 479887 - 1109 COASTAL BAY BLVD, BOYNTON BEACH, FL 33435 Site Information: Project Customer: Satilla Builders LLC Project Name: 479887 Model: Addition Lot/Block: Subdivision: 445 Sargo Rd. Address: Atlantic Beach, Florida City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Li, Paul S., PE License#: 18305 Address: 9218 Cypress Green Dr. #10 City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): FBC 2010/TPI 2007 Design Program: MiTek 20/20 7.3 ASCE 7-10 Wind Speed: 130 mph Floor Load: N/A psf Roof Load: 32.0 psf This package includes 3 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16G15-23.003 of the Florida Board of Professionals Rules In the event of changes from Builder or E.O.R. additional coversheets and drawings may accompany this coversheet.The latest approval dates supersede and replace the previous drawings. No. Seal# Truss Name Date 1 16622503 T01 :4/15/013 N c 2 16622504 T02 4/15/013 F— — o 0 3 16622505 T03 14/15/013 m o w ECo LU UJ LLJ C Z F-- o v_, o v QWUj Q c c ` 12 o 0 JZ CCS r yC _ f. L.LJ Q C] N +� Q Lm U-1 LLJ C5 C( Ln Z O O O O.` ca C) C) Q \�} o aJ c ayi a 0. v C/3 CL a a a �/• Q Q Cn Q H i c, E The truss drawing(s)referenced above have been prepared by MiTek \�� cS S. Industries, Inc. under my direct supervision based on the parameters Z.. S v • N Kprovided by Builders FirstSource(Jax).Truss Design Engineer's Name: Julius Lee4869 My license renewal date for the state of Florida is February 28,2015. �NOTE:The seal on these drawings indicate acceptance of – Oprofessional engineering responsibility solely for the truss E oPcomponents shown. The suitability and use of this componentRio ��\ for any particular building is the responsibility of the building //i/0NP``� A ril 15,2013 designer, per ANSI/TPI-1 Chapter 2. 1 of 1 Julius Lee Job Truss Truss Type City PN 16622504 479887 T02 COMMON TRUSS 6 1 Job Reference(optional) Builders FirstSource, Jacksonville,Il 32244 7.350 s Sep 27 2012 MTek Industries,Inc.Man Apr 15 12:26:33 2013 Page 1 ID:atIDDap4FFYTRNLWQghWZwzTQkB-Rl Vrp3dMKxprgTMQMQdMp8bM_IvSxYsQicPxkzQT 2-0-0 58-2 4$14 4514 5-8-2 2-QO sm.•1:ns ue= In F,-2 y. s s e t ]t= 10 0 0 14 3I= YI= 3t= T_2_7 13.39 20.6-0 T-2.7 6-1-2 7-2-7 Plate Offsets :040 Ed :0-4-0 E LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.36 6-8 >671 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.29 8-10 >822 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TQ -0.07 6 We We BCDL 5.0 Code FBC20101FPI2007 (Matrbc) Weight:85 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11.6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-51 oc bracing. WEBS 2x4 SP No.3 Mi recommends that Stabilizers and required cross bracing be installed durina truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=642/0-3-8(min.0-1-8),6--642/0-3-8(min.0-1-8) Max Harz 2=32(LC 8) Max Uplift2=-362(LC 8),6=-362(LC 9) Max Grav 2=764(LC 2),6=764(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \GENS TOP CHORD 2-3=-1905/2167,3d 50/ =162050,4-5=-1650/2050,5-6=-1905/2166 � F � BOT CHORD 2-10=-203511810,9-10=1390/1256,8-9---1390/1256,6-8---2049/1810 WEBS 4-8=-644/425,58=330/210,410=-644/425,31D=-330/210 * 34869 • * =_ NOTES (8-10) -' 1)Unbalanced roof live loads have been considered for this design. "•� _ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.It;Exp B;Encl.,GCpi=O.18;MWFRS — -•�•� /`/`]/^J (envelope)and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i •'��C/\ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. STATE OF 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the ••• .'�� \ bottom chord and any other members. •.F�Of2)O P 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. =1b)2=362,6=362. 0 v is, •••••' \ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at ` \�\ 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ///// O N A\- \\\\ 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the /) responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 10)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard April 15,2013 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTER REFERENCE PAGE W1 7473 BEFORE USE. Design valid far use only with Milek connectors.This design is based only upon porameters shown,and is far an individual building component. -' Applicatxlity of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the erecta.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and Ii building Component Boynton Beach,FL 33435 Safely Information available from Truss Plate Institute.583 D'Onofrio Drive.Madison.WI 53719. _ w j W r VV nw ZO. m y � N • z z D x rn N rn + � r N_ Q r Q W ~ fD n I O m rn O Q W A Q. 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Zell - _ �D sQ -� no.� m oD -.0Q o CD o (D (Q _. cm g CQ UIQ - Cm x O 0 �� Q o Q N 3 7 7 N 0 ^ O Z o m z n 'D'- TOP CHORD (nmvcn n �o =x =;aO �w� (� O 30 HOZ °' A-8 L OAOW O mA TCy Z p C w-,ic� n HN ~0> 0 , A' (D 0 D a C 01 N• NASO Z7 0 O �0 �m n A O C) r 10 L, v A� Mz O w O p 01 0, T !^w H� � m V V J N D N N O m o.m -u A < 4 O W2-7 = N (n O Q m Q � DN 0 m Z= rn n W N O A0 Z or c w 7 v W Q O to = �;o O 60 10caCD 6 ol m 3 CA) D z Z m 3 y ® 0 m �_3 rt 4 D Zl z W3-6 W 3 (Q =OO v 7 y� m x' A `2 n �Rc sn (D CD O H 7 N m V, C4-5 A (D Q_ TOP CHORD O `O OJ V o'. U A W N cc N ^ ZO 7 O- U ?C )O O O o a0 a5 C a0 � N Q �� ?� S� OO,Q c all QwN 63 :E fl Q Q C. 0a<. �.<m o o> > N oa X03 n� 3�3 mN 0 � m own o .° n< Q4< �� oa z ° ao yoo - oo o' .n .-Q o QOQ f.� �� Wim' ° m 3 3(° a -rR _Q o = Q vo MFf �(o 0 < (D �.3 flo �� mem zm oO <° >:3 m mmm 3m o� 20 0 : (Q Q:C° j N O. C O O � 7 o- a ry °-N p �; ='Xp m 3' p O.0 3 7, n O n Dc �6a (CDD o °o ° o a^ Nm °„ �o mN � m 3� 03 � oma° mo omo� ° � CD O c Q N X61 QR O. °7Q O N•Q pC S m� p -O mK (D j� i3CD7 � Wn Qa OQi�3 QQ O O •Y .� m7 :7 < m� 3(D N'� Q j.O dam? °3 °-] (O dm ° NO O O7 6� 7N 3 o Qom m s (°� aQ c = 5� o-0 00 �2 ca° Q o0 ID -0-> >m muco - a•< � O o o c^N mo° 0 m � o am o0 30 ° 6c oa oo arcS �. m c,2. �oaa ° o on c ,3 ° Qo mo o -0o (Dn., N 3 09. 0-° ° °? 9 aoQ„, '^ ° (� m c � � Q 0 �o o� �'° n o n z m o c m z° ° o � � m, o!R a o° OC �° m m co mm Cl o,R °(o m s� v_aN ° � o �� Z,3 °a o- 0 3'T oo _a $ m o a u ° ' m ° ° n Do of �' °o ' 60 <m'CD m ^ (� n (Do 3< -O i- 7 $ O c 7 m G Q p Z _ m 0 ° C , / n -� •O �. NQ -O O O 7 p -O 7 m p ° O R o(° N 7 0 m 0 0° m 0 O m -ate : m m (D « N° -Q 3 C• Q ii ° o o m mQ ° o° m3 a3 m° o= o ° 0 0-3 ° oD Q3 y //��h CL 6n an rc o f. = o o �N °° o° a° o m `o's 3 c No ^� (D M < m �3 o o m 3 g m oo �° m o o �� m o n'� �0 3 a - ° o o°' �.(Dm opo 3- 3ma co -o m o o OL °. �°•� �m o a Nm o'�o ti O 9.0 ° a ° 0 30 3 <' (D Z 51 3� O m II N L t August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 MiTek Industries,Chesterfield,MO Page 1 of 1 Note:T-Bracing/ I-Bracing to be used when continuous lateral bracing ��oo is impractical.T-Brace/I-Brace must cover 90%of web length. O 00 ENote:This detail NOT to be used to convert T-Brace/I-Brace webs to continuous lateral braced webs. MiTek Industries, Inc. -- Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss Specified Continuous 2x4 or 2x6 or 2x8 10d 6"o.c. Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x61-Brace 2x8 2x8 T-Brace MI-Brace Nails Brace Size for Two-Ply Truss k Specified Continuous Rows of Lateral Bracing --A SPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace + --A 2x6 2x6 T-Brace 2x61-Brace WEB 2x8 2x8 T-Brace —AMI-Brace k T-Brace/ I-Brace must be same species t and grade(or better) as web member. ,- T-BRACE �U- Nails Section Detail - J N 34869 wT-Brace 10 /22/11 4STATE OF WebFCORIDP'////S%O......• Nails 1109 COASTAL BAY BOYNTON BC, FL 33435 Web I-Brace Nails/ FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 MiTek Industries,Chesterfield,MO Page 1 of 1 — - GENERAL SPECIFICATIONS 0 00 1.NAIL SIZE=3"X 0.131"=10d n 2.WOOD SCREW=3"WS3 USP OR EQUIVALENT u DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek Industries,Inc. 3. INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS, 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. II I� II II II II 11 II I II II II 11 II II 11 �I �I I, II It II II I II I� I II II II II II �1 I 11 11 II II 11 II II 11 11 11 II 11 II I 11 1� I� II II II �I 11 II II II II II I I 11 II II I II �I �I 11 II I I 1 BASE TRUSSES VALLEY TRUSS TYPICAL I, VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P F,2 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-10 160 MPH NAILS 6"O.C. MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD-50 P F MAX SPACING=24"O.C.(BASE AN(r� [1W///// MINIMUM REDUCED DEAD LOAID �gffiFS.K ON THE TRUSSES ��J� ,.• /i oENS�c * ' N 34869 ry- _ -70 . 9/1 w— �0 STATE OF �i •'•.F�ORIDP'.•'• �'\� DETAIL ASAO N A\- (NO SHEATHING) ///// I I I111\\ N.T.S. 1109 COASTAL BAY BOYNTON BC, FL 33435 JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL I ST-TOENAIL_SP MiTek Industries,Chesterfield,MO Page 1 of 1 I J�� NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Industries,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. THIS DETAIL APPLICABLE TO THE TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THREE END DETAILS SHOWN BELOW DIAM. t88.0 YP DF HF SPF SPF-S - C) .131 80.6 69.9 68.4 59.7 p .135 .5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY ;Q .162 8.8 99.6 86.4 84.5 73.8 ri C7 .128 74.2 67.9 58.9 57.6 50.3 0 .131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW N .148 81.4 74.5 64.6 63.2 52.5 3 NAILS ri NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5°)WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM VARY FROM 30°TO 60° 30°TO 60' 30,TO 60'85,00° 45.000 45.00* '\CENSF '•�� * ' N �34869�6- :z w 6/22/11 lj �� STATE OF / �i •'•.FIORIDP •'• �9`� ////OW-I0\\ 1109 COASTAL BAY BOYNTON BC, FL 33435 --TFEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK MiTek Industries,Chesterfield,MO Page 1 of 1 O�O TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek Industries,Inc. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH(3)-10d NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) T (0.131"x 3") O TOP CHORD ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WOOD SCREWS(.216"DIAM.) NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE CHORD INTO EDGE ANCHOR TO ATTACH WEB WITH(3)-10d NAILS SCAB WITH(3) tOd NAILS STRONFACEOG ACK(DO NOT USE OF TO BOTTOM CHORD (0.131"x 3") (0.131"x 3") DRYWALL TYPE SCREWS) \\�� w1111111/,��/ 4-0-0 WALL — BLOCKING �\� S S TRUSS STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OT \F�5) N 34QQ86�9 T �N�/ W� /22/11STATE OF THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, / s \\� SCAB CEN DESIGNEDE ROED ON THIE SPLICE ANSPLICINGID O NED WNECESSAT H(12)-Y,USEA10d NAILS /' (0.131"x3") EQUALLY SPACED. 1109 COASTAL BAY ALTERNATE METHOD OF SPLICING: BOYNTON BC, FL 33435 OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)- 10d NAILS(0.131"x 3") STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL MTek Industries,Chesterfield,MC ��o ® MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E Iullul� MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. 0 0o CATEGORY II BUILDING a oo EXPOSURE B or C ASCE 7-10 DURATION OF LOAD INCREASE:1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek Industries,Inc. TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131"X 3.5'TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. A UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2)0.131"X 3.5"NAILS EACH. D-2 X_X 4'-0'SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF 0.131"X 3"NAILS @ 4"O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIRECTIONS AND: 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. kN\ E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH C MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REQ.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF ASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48"O.C.W1(4)0.131-X 1.5"PER MEMBER. permanent bracing per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO EXTEND THROUGH FOR LARGE CONCENTRATED LOADS APPLIED \�\ �vS BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: �� S OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS \ •' _\CENSE MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF = jt2 9TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILSSPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCHVERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) W= (MINIMUM 2X4) 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM % FCONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEWBY A QUALIFIED ENGINEER IS REQUIRED FOR LOADSGREATER THAN 4000 LBS. 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK T USS TO MATCH ASE TRUSS. //S/O N N- 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH //1 1 1 1 1 1 1 1 1 \\ THE PIGGYBACK AND THE BASE TRUSS DESIGN. 1109 COASTAL BAY BOYNTON BC, FL 33435 FEBRUARY 14, 2012 Standard Gable End Detail IST-GE130-001 MiTek Industries,Chesterfield,MO Page 1 of 2 Typical_x4 L Brace Nailed To 2x Verticals W/10d Nails,6"o.c. Vertical Stud a oo Vertical Stud (4)-16d Common DIAGONAL Wife Nails BRACE 16d Common MiTek Industries,Inc. Wire Nails SECTION B-B Spaced 6"o.c. DIAGONAL BRACE 4'-W O.C.MAX _ (2)-10d Common 2x6 Stud or Wire Nails into 2x6 R 2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x_Verticals 12 SECTION A-A2x4 Stud w/(4)-10d Common Nails A Varies to Common Truss * * PROVIDE 2x4 BLOCKING BETWEEN THE FIRST SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-10d NAILS AT EACH END. A ATTACH DIAGONAL BRACE TO BLOCKING WITH ** (5)-10d COMMON WIRE NAILS. 3x4= B B (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 24"Max Roof Sheathing NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'-3" WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2) 10¢ 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. I Max. / // (2)-10d NAILS ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT 1.4 BRACING OF ROOF SYSTEM. / 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 1 od NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF jrUSSeS @ 24" O.C. DIAPHRAM AT 4'-0"O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. / x6 DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Dlag. Brace /ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 point COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. If needed -_ TO BLOCKING WITH(5)-tOd COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. End Wail HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS S acin Species and Grade Maximum Stud Length \�� S.k 2x4 SPF S�/Stud 12"O.C. 4-0 7 4-3-2 6-0-4 8 0 15 12-1-6 \ �J . ��GENSF 2x4 SPF Std/Stud 16"O.C. 3-7-0 3-8-4 5-2-10 7-1-15 10-8-15 2x4 SPF Std/Stud 24 O.C. 2-11-1 3-0-2 4-3-2 5-10-3 8 9 4 _ * ' N 34869 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to =-U cQ, LU _ one edge. Diagonal braces over 12'-6"require 2x4 I-braces � 3/29/12 attached to both edges. Fasten T and I braces to narrow edge � STATE OF of web with 1 Od common wire nails Bin o.c.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET 7S/O NIAL`��`��\ CATEGORY II BUILDING EXPOSURE B or C 1109 COASTAL BAY ASCE 7-98,ASCE 7-02,ASCE 7-05 130 MPH ASCE 7-10 160 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. BOYNTON BC, FL 33435 DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 MiTek Industries,Chesterfield,MO Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD LJLJ 0o Trusses @ 24" o.c. 0 00 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek Industries,Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. V-3" Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO 16d NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ PROVIDE 20 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING if needed TO TRUSSES WITH(2)-10d NAILS AT EACH END. \ ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST STRUCTURAL BE PRESENT FULL LATERALGABLE TRUSS CHORD TO R SOIST AOLLIDE NE OUT OF PLALOSgqqPPTfQE BOTTOM IF��I(yC7�SHOWN IIN THIS DETAIL IS FOR THE VERTICAL/'NAM�QI�Y S K J� ,. •ENS NOTE:THIS DETAIL IS TO BE USED ONLY FOR / TV_Ri�9 STRUCTURAL GABLES WITH INLAYED —DS.TRUSSES WITHOUT INLAYEDSTUDS ARE NOT ADDRESSED HERE. Uj /29/12 : Uj STATE OF STANDARDGABLE TRUSSS/O N A\- I ` ��IIIIIIIt1�\ 1109 COASTAL BAY BOYNTON BC,FL 33435 ■ Ah TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads Table 1: Maximum Concentrated Load Applied to Beam - Bolt or Nail Connection (lbs)") Hanger %"s or%"o Bolts(3H4) 16d(0.148"x 3'/4") Nails Beam Configuration Bolt #Bolts #Nails Type Diameter(2) 2 4 6 8 6 12 18 24 3-ply 1'/s" 0.5 2,100 4,200 6,300 8,400 2,125(s) 4,250(s) 6,370(" 8,495(') (51/4"Beam) FACE 0.75 3,060 6,120 9,180 12,240 0.5 760 1,525 2,285 3,050 (6> 6) 6> (6) TOP 1,060 2,125 3,185 4,250 0.75 930 1,860 2,790 3,720 --- --- --- --- --- FACE --- --- --- --- 3'/2"+1'/4' --- - --- --- --- (51/4"Beam) TOP 0.5 1,050 2,100 3,150 4,200 1,060 2,125 3,185 4,250 0.75 1,530 3,060 4,590 6,120 0.5 2,100 4,200 6,300 8,400 FACE/ 2,125(5) 4,250(5) 6,370(5) 8,495(5) (51/4"Beam) TOP 0.75 3,060 6,120 9,180 12,240 0.5 1,400 2,800 4,200 5,600 FACE --- --- --- --- 4-ply 1%" 0.75 2,040 4,080 6,120 8,160 (7" Beam) 0.5 675 1,355 2,030 2,710 TOP --- --- --- --- 0.75 825 1,655 2,480 3,305 0.5 2,800 5,600 8,400 11,200 (') (6) (6) a 1 FACE 0.75 5,025 10,050 15,070 20,095 12,830(') 5,665 8,495 11,330 2-Ply 1/4"+3/z' (7" Beam) 0.5 935 1,865 2,800 3,735 TOP 945(6) 1,890(6) 2,830(6) 3,775(6) 0.75 1,360 2,720 4,080 5,440 0.5 1,720 3,440 5,160 6,880 2-ply 3'/2" FACE I (7"Beam) TOP 0.75 2,480 4,960 7,440 9,920 0.5 1,015 2,030 3,050 4,065 2-ply 1%"+3'/2" FACE/ --- --- --- --- (7"Beam) TOP 0.75 1,240 2,480 3,720 4,960 0.5 1,720 3,440 5,160 6,880 --- --- --- --- 2-ply 1%"+3'/2" FACE 0.75 2,480 4,960 7,440 9,920 (7' Beam) TOP 0.5 675 1,355 2,030 2,710 --- --- --- --- 0.75 825 1,655 2,480 3,305 0.5 2,800 5,600 8,400 11,200 51/4"+1'/a" FACE/ 2,830(5) 5,665(5) 8,495(5) 11,330(5) (7"Beam) TOP 0.75 5,025 10,050 15,070 20,095 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Washers required. Bolt holes to be 9/16"maximum for 1/2"bolts, 13/16"maximum for'/:'bolts. 3. Minimum end distance for bolts is 6". 4. Drilling bolt holes reduces the section of the beam and thus the load capacity of the supporting member. Shear and moment capacity of the beam must be checked at the location of each row of bolts. 5. Number of required nails shown must be installed from side opposite hanger. 6. Number of required nails shown must be installed from hanger side.Additionally,install half the number of required nails from side opposite hanger. Page 1 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com /� w Weyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved. TECHNICAL BULLETIN April 2010 Bulletin TB-300 by Weyerhaeuser Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)(') Fastener Type Hanger Wood USP WS Simpson SDS Beam Configuration Screw Type Length #Screws #Screws 2 4 6 8 2 4 6 8 FACE tat 3'/z" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-ply 13/4" (51/4"Beam) TO tZt 3% 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 �. FACE 3'/z' --- --- --- --- --- --- 3'/z"+V/4" I: (51/4" Beam) i i TOP tot 3%' 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 TOPE3) 3'/2" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 (51/4'Beam) FACE tet 6"(5) 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 4-ply 13/4" 7"Beam) ) TOP tet 6"f51 705 1,405 2,110 2,810 905 1,815 2,720 3,625 (3) 31/2' 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 1%"+g'/s" 1 FACE 6„(s) 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7"Beam) TOP(2) /2 3 ' 640 1,275 1,915 2,550 905 1,815 2,720 3,625 -- 6"(5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 2-ply 312" FACE2� 6"t5l 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 7"Beam TOP ( ) J 2-ply 13/4"+31/2" FACE/ 6"t51 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (7"Beam) TOP tat i FACE(4) 6"t5f 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 2-ply 1%"+31/2" (7" Beam) TOP(4) 6"t51 705 1,405 2,110 2,810 905 1,815 2,720 3,625 51/4"+13/4" FACE31 3'/2' 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 (7"Beam) = TOP 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallam®PSL and Microllam LVL,but are not recommended for TimberStrand®LSL. Page 2 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company All rights reserved. TECHNICAL BULLETIN April 2010 Bulletin TB-300 by Weyerhaeuser �... <_ Table 2B: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)(') Connection Name Wood -...--.-....._..-... Hanger Screw TrussLok Beam Configuration Type #Screws Length 2 4 6 8 FACE tat 3%" 1,600 3,205 4,805 6,410 3-ply 1%" (5'/4"Beam) tet TOP 3'/8' 800 1,600 2,405 3,205 FACE 3%" --- --- --- -- 3'/:"+13/4" (51/4"Beam) - TOP(4) 3%" 800 1,600 2,405 3,205 3'/2'+13/4" FACE/ 33/8' 1,600 3,205 4,805 6,410 (51/4"Beam) TOP(3) FACE(2) 5",6%" 1,160 2,320 3,480 4,640 4-ply 13/4" } 7"Beam)ea ) TOP(2) 5",6'/a" 775 1,545 2,320 3,095 3%" 2,135 4,270 6,410 8,545 2-ply 1/:'+3/ 3 1z' ZP FACE tat 5",63/:' 2,320 4,640 6,960 9,280 (7" Beam) TOP(2) 3%" 710 1,425 2,135 2,850 5",63/a" 775 1,545 2,320 3,095 2-ply 3'/= t FACE 5",5",63/" 1,160 2,320 3,480 4,640 (7"Beam) )_ 3 FACE 2-ply 1/4 +33A" TOP(3)/ 5.. 63/," 1,160 2,320 3,480 4,640 (7"Beam) � FACE(4) 5",63/4" 1,160 2,320 3,480 4,640 2-ply 13/d'+3'/:" (7"Beam) TOP(4) 5",6/4' 1,160 2,320 3,480 4,640 51/4"+13/a" FACI TOPES) 5",63/a' 2,320 4,640 6,960 9,280 (7"Beam) 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. Page 3 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com w Weyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ I TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 1, 2A, 2B General Notes • Connections are based on NDS®2005 or manufacturer's code report. • All plies must be the same material and grade. • Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for 7"wide beams loaded from one side only. • Capacities shown for face mount hanger conditions are based on 16d common (0.162"x 3'/z')nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details • 1/2"bolts-9/16" o maximum holes • 3/4"bolts-13/1s'o maximum holes a a • Lead holes not required for wood screws vi N Conc.Load Conc.Load m°m° Conc. Load Conc.Load �o `o `o N M N a N EQ.j EQ. 2' Max (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min.Beam Depth: Min. Beam Depth: Min.Beam Depth: d=7/4'for 1/2"o bolts d=9/4"for 1/2"o bolts d= 11'/4'for MY'o bolts d=9%"for/;'o bolts d= 14"for'W'o bolts d= 16"for 3/4"o bolts Conc. Load Nailed Connection Detail C Q *STAGGER NAILS TO • PREVENT SPLITTING 16d Sinker(typ) 1 '/2" 9" (0.148"x 3'/4') Typ. L' (+/-1") I 6 Nail Pattern] I 12 Nail Pattern---III 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com w w Weyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ A TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin TB-300 Table 3: Allowable Capacities of 51/4' Beams with Bolt Connections Bolt Conn. Beam Depth Dia. Loc. 71/4" 91/4" 9'/i' 111/4" 117/s" 14" 16" 18" 20" 24" <5d 6,235 6,545 8,755 9,560 12,345 15,005 Max 1/2„ >5d 10,150 10,500 12,950 13,825 16,800 19,600 J Shear <5d 3,995 4,260 6,210 6,940 9,510 12,015 J (lbs} '/4" >5d 8,750 9,100 11,550 12,425 15,400 18,200 ® 2 10,605 15,295 15,685 23,905 32,760 42,265 = 4 9,355 13,470 13,730 20,915 28,725 37,250 cc 1/2, 6 9,350 13,470 13,730 20,910 28,725 37,245 C/) Max 8 13,510 20,575 28,275 36,685 Moment2 10,600 15,290 15,685 23,900 32,755 42,260 E (ft-Ib) 4 9,900 14,215 14,195 21,490 29,020 37,225 H 3/4" 6 29,015 37,220 8 36,655 <5d 2,745 4,445 4,665 6,240 6,810 8,795 10,690 12,610 14,545 18,440 Max '/_ >5d 5,235 7,230 7,480 9,225 9,850 11,970 13,965 15,960 17,955 21,945 Shear <5d 1,455 2,845 3,035 4,425 4,945 6,775 8,560 10,390 12,250 16,040 ,J (lbs) '/4" >5d 4,240 6,235 6,485 8,230 8,855 10,975 12,970 14,965 16,960 20,950 J 2 9,960 16,220 17,105 23,990 26,730 36,385 46,670 58,130 70,740 99,375 ® 4 9,025 14,305 15,065 21,000 23,385 31,905 41,130 51,535 63,100 89,670 R '/s 6 14,305 15,060 20,995 23,385 31,905 41,125 51,530 63,100 89,670 o Max 8 20,660 23,010 31,405 40,510 50,795 62,250 88590 Moment 2 9,950 16,210 17,100 23,985 26,725 36,380 46,665 58,125 70,740 99,370 (ft-Ib) 4 15,145 15,895 21,710 24,030 32,235 41,105 51,120 62,285 88,015 3/4" 6 32,230 41,100 51,115 62,280 88,010 8 40,475 50,335 61,335 86,745 <5d 4,520 4,745 6,350 6,930 8,950 10,880 12,830 Max 1/2' >5d 7,360 7,615 9,390 10,025 12,180 14,210 16,240 3,090 4,505 5,030 6,895 8,710 10,575 Shear <5d 2,895 J (lbs) 7/4" >5d 6,345 6,600 8,375 9,010 11,165 13,195 15,225 2 18,090 19,080 26,760 29,815 40,740 52,430 65,495 ® 4 15,960 16,805 23,420 26,085 35,725 46,205 58,065 � 1/2 6 15,955 16,800 23,420 26,080 35,725 46,205 58,060 Max 8 23,045 25,665 35,165 45,510 57,235 CIOa (f Mine t 2 18,080-19,070 26,755 29,810 40,735 52,425 65,490 3/4„ 4 16,890 17,730 24,215 26,805 36,095 46,180 �75 6 36,085 46,170 8 45,470 Table 3 General Notes • Connection location refers to distance from face of bearing to centerline of connection,where d is the beam depth. Less than 5d refers to connections located less than five times the depth of the beam from the face of bearing. • Shear reduction has been taken in accordance with NDS 3.4.3.3. • All values shown are for 5%"widths. Multiply by 1.33 for 7"wide beams. • 9'/4' and 11'/T TimberStrand®LSL are 1.3E grade, all other depths are 1.55E grade. Page 5 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com w Weyerhaeuser,Level,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved. ■ >e TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin TB-300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllam®LVL beam supporting a 2-ply Microllam®LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg. (TYp.) 3-13/:' x 14" Microllam"LVL Beam, Flush Additional Connection " _-- ___-____ Required for '.r Concentrated Face Mount Hanger with 5,000 lbs Reaction Load i= L ----------------- - --- r 2- 13/4" x 14" 14" Floor Joists @ 24" o.c., Typ. Microllam°LVLT Beam, Flush ` r 4'-0" 15-0" Partial Framing Plan Page 6 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com Weyerhaeuser,ii-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ A TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin TB-300 Solution: • Use the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)to select a connection for the uniform loading. Multiple options exist that meets or exceed the 500 plf requirement: — 2 rows of 1/2"diameter bolts at 16"on-center(570 plf) — 2 rows of USP WS35 wood screws at 16"on-center(540 plf)on each side of beam — 2 rows of SDS W x 3%"at 24"on-center(510 plf)on each side of beam — 2 rows of 5"TrussLok wood screws at 24"on-center(500 plf) • Determine what additional connection is needed for the concentrated load using the information in this Technical Bulletin: 1. Using Table 1, 2A or 213 of this bulletin, locate the section for a 3-ply 1'/<"member and face mount hanger. Again, multiple options exist that exceed the 5,000 Ib load requirement: — %"diameter bolts in a 6-bolt connection (6,300 lbs) 16d (0.148"x 3W)sinker nails in an 18-nail connection (6,370 lbs) — 3'/V WS wood screws in an 8-screw connection(5,740 lbs) — 3%"SDS wood screws in a 6-screw connection (6,120 lbs) — 3%"TrussLok wood screws in an 8-screw connection(6,410 lbs) Note that the allowable applied concentrated load is dependent upon the type of hanger used and 16d common nails must be used for face mount hanger installation to achieve the capacities shown. 2. If the bolted connection option is chosen, the 3-ply beam must be checked for the effect of the bolt holes from the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in iLevel software. Per the detail on page 4, the bolt holes will be located approximately V to either side of the concentrated load location. After inputting the span and load information, choose the two locations corresponding to the concentrated load location ('/_) 1'. Upon completion of the analysis, compare the calculated shear and moment for each of the two locations against the reduced allowable shear and moment capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin. See the Forte°software output on the following page for results of this analysis. The 3-ply Microllam®LVL beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(V on either side of the load). The highest calculated shear at either location is 6035 lbs. The highest calculated moment is 25,215 ft-lbs. The connection is less than 5d (48"< 14"'5=70")from the end of the member. From Table 3 of this bulletin, the reduced allowable shear for the 3-ply 14"Microllam®LVL beam with the 6 bolt pattern located less than 5d from the end of the member is 8,795 lbs while the reduced allowable moment is 31,905 ft-lbs. Therefore,the beam is acceptable with the 6 bolt connection. • Select the preferred options for both the uniform load connection along the length of the beam and the concentrated load connection at the hanger location and specify both on the drawings including information on fastener type, size, spacing and installation pattern as appropriate. Page 7 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com w w Weyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. TCj,% UAIIr` A 1 Q111 1 CTIA, Level,Floor:Flush Beam � ® - Forte MEMBER REPORT ) software ) 3 PIECE(S) 1 3/4" x '14" 1.9E Microllam@ LVL PASSED Gverol l cep,h l c I t� u L All Dimensions are Horizontal,Drawing is Conceptual Design Results Actual @ Location Allowed Result LDP System:Floor Member Reaction(lbs) 7595 @ 2' 7609 Passed(97%) Member Type:Flush Beam Shear(lbs) 6837 @ 1'S 112" 13965 Passed(49%) 1 0 Building Use:Residential Moment(Ft-lbs) 25215 @ 4'11 718" 36387 Passed(69%) I0 Building Code:IBC Live Load Dell-(in) 0.356 @ 7.1 13/16" 0-489 Passed(U494) Design Methodology:ASD Total Load Deft.(in) 0.456 @ T 1 718 0.733 Passed(U386) Deflection criteria:LL(11360)and TL(U240). Design results assume a fully braced condition where all compression edges(lop and bottom)are properly braced to provide lateral stability. Bracing(Lu):All compression edges(top and bottom)must be braced at 13'15,116"o1c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Total Available Required Support Reactions(Ibs) Accessories Supports Bearing Bearing Bearing Dead I Floor I Roof!Snow 1-Stud wall-Spruce Pine Fir 3.50" 3 50'" 3.41J 16411595510 1 0 Blocking 2-Stud wall-Spruce Pine Fir 3.50- 3-50" 2.33" 116414045 1 0 10 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width (0.90) (1.00) (non-snow:t25} (1.15} 1-Undorm(PSF) 0 to 15' 1' 10D0 40Qp 00 DO 10'Floor 2-Point(lb) 4" NIA 1000 4000 0 0 i Shear(fbs) Moment(Ft—lbs) Comments E-5' tion Analysis Actual I Allowed I LDF Actual I Allowed I LDF 6035 1 13965 1 1.0 191861 36387 J 1.0 BOLTS LEFT OF BANGER 39 1 12559 1 0.9 25215!36387!1.D BOLTS RIGHT OF HANGER Forte-Software Operator Job Notes 3125/2010 9:02:21 AM iLeverV Forte—vt.t,Design Engine:V4.80.1 Page 1 of 1 Page 8 of 8 w CONTACT US • 1.888.iLevel8 (1.888.453.8358) -www•iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,Timber-Strand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved. ZT. " 'ED ,. City of Atlantic Beach A. 1 X013 APPLICATION NUMBER !' To be assigned by the Building Department.) Building Department 800 Seminole Road Atlantic Beach, Florida 32233 5445 > `' Phone(904)247-5826 " Fax(904)247-5845 -_ Date routed: E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING. (FORM Property Address: int review required Yes No / Bu"Itii�► Applicant: ��l(E— � l dors �n�-�e-ZO�11nQ' Tree Administrator Project: � � [�U c u is Utilities 7 m E u is Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection I _ Florida Dept. of Transportation — St.Johns River Water Management District Army Corps of Engineers w� _ Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ®Denied. (Circle one.) Comments: BUILDING i PLANNING &ZONING Reviewed by: 60Dater TREE ADMIN. Second Review: ❑Approved as revised. []Denied. P *SAFETY Comments: UBLI PU LI Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. F-1 Denied. Comiients: Reviewed by: Date: I Revised 07/27/10 FZECEIVEI . V, City of Atlantic Beach APPLICATION NUMBER Building Department APR 17 2013 (To be assigned by the Building Department.) ` 800 Seminole Road Atlantic Beach, Florida 32233-54 . y Phone(904)247-5 826 Fax(9 - ;a E-mail: building-dept@coab.us Date routed: /3 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7 7 �CZ D-epartmprit review required Yes No BU Applicant: � ��s!Gi Gtr `ly �rS p�BfZonit Tree Administrator Project: Tej�aL��''.��7� �'7 ublic wo CC u is Utilities u is Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection I Florida Dept, of Transportation St. Johns River Wafter Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING r� r PLANNING &ZONINGAftReviewed by: Date: �� g TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27110 CITY OF ATLANTIC BEACH s� 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002487 Date 5/21/13 Property Address . . . . . . 445 SARGO RD Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 105000 --------------------------------------------------------------------- Application desc rebuild addition 12x 20 . 5 in rear ------------------------------------------------------------------ Owner Contractor - ------------------------ ----------------------- BAKER, BEAUTY M SATILLA BUILDERS INC 445 SARGO ROAD 932 WEYBRIDGE LANE ATLANTIC BEACH FL 32233 PONTE VEDRA FL 32081 (904) 403-5028 --- Structure Information 000 000 ADDITION REAR OF HOME Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------_------------------------------------------------------------ Permit . . . . PLUMBING PERMIT Additional desc INSTALL 24 FIXTURES Sub Contractor KELLEYS PLUMBING CONTRACTING Permit Fee 223 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/17/13 ------------------------------------------------------ Special Notes and Comments Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ------------------------------- Other Fees . . STATE PLBG DCA SURCHARGE 3 . 35 STATE PLBG DBPR SURCHARGE 3 . 35 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due PERMIT IS-1f PROVER ONE -tN ACEORDAN'Ct WfI'H-AL-L-CITY'6I-ATLANTIC-BEACtraRDTNANCESAND-nM-FLORIDA- BUILDING CODES. CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number 13-00002487 Date 5/21/13 Permit Fee Total 223 . 00 223 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 6 . 70 6 . 70 . 00 . 00 Grand Total 229 . 70 229 . 70 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: %�� SAl12C� 2D- PERMIT# NEW OR REPLACEMENT INSTALLATION: Project Value $ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub 2 Septic Tank& Pit Clothes Washer / Shower Dishwasher / Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs 1 Urinal Kitchen Sink / Vacuum Breakers Laundry Tray �— Water Connected Appliances Lavatory 3 Water Heater Other FixturesWater Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub2 Septic Tank&Pit Clothes Washer T— Shower Dishwasher -7— Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor SinkToilet Hose Bibs 2— Urinal Kitchen Sink / Vacuum Breakers Laundry Tray 7— Water Connected Appliances Lavatory Water Heater Other Fixtures! f1't-'G� Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** ** SIRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number Plumbing Company �,�7-�Y , i, Office Phone 3F 2-27Uk Fax / 1 _ �/At e, - VG4{- I o�I� State f Z Zi 321.d j Co. Address: 39, City P �r1,q Z �1.✓ &— t tate ificaonistration#91 //' License Holder (Print): �"' � / 11 ti /Re g Notarized Signature of License Holder DlX k�0D— S'5�� l• JENlHfERWALKE; Before me this -flyr day of `7 20 _ ' MY COMMI55t N#FF 0114e EXPIRES:Ap6124,2017 Signature of Notary Publi �o V�J� ,. Bonded TMu Notary Public underwrAers . ilrLvrl. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002487 Date 5/29/13 Property Address . . . . . . 445 SARGO RD Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 105000 ---------------------------------------------------------------------------- Application desc rebuild addition 12x 20 . 5 in rear ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BAKER, BEAUTY M SATILLA BUILDERS INC 445 SARGO ROAD 932 WEYBRIDGE LANE ATLANTIC BEACH FL 32233 PONTE VEDRA FL 32081 (904) 403-5028 --- Structure Information 000 000 ADDITION REAR OF HOME Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . DONOVAN HEATING & AIR Permit Fee . . . . 99 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/25/13 ---------------------------------------------------------------------------- Special Notes and Comments Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due PERMIT I-S-APPROVED-ONLY-IN-ACEORDANeE-WffH-ALt,-CITY OF-A rLANTIe 13EACH-0RDMNCES AND-MT:-FLORIDX- BUILDING CODES. NCS ' s CITY OF ATLANTIC BEACH 1 ! ) 800 SEMINOLE ROAD J v ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 1r c �J1�1� Page 2 Application Number . . . . . 13-00002487 Date 5/29/13 Permit Fee Total 99 . 00 99 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 103 . 00 103 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach,FL 32233 Ph(904)247-5826 Fax(904)247-5845 JOB ADDREss:_ �� 5r-\r�� a2d PERMIr# 13 'Z PROJECT YALITE$ 8—j00 NEW AIR CONDITIONING & BEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity 1 Tons Per_Unit 3 Heat: Unit Quantity t BTU's Per Unit G <j S Rating ;; �Cs� r3 Duct Systems: Total CFM i z o o t REQUIRED REPLACEMENT AM CONDITIONING & BEATING SYSTEM INSTALLATION Air Q Conditioning: Unit Quantity ARI# g� � Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Fire StandpipeSystem Quantity (Requires 3 sets of plans) Underground Fire Main ��tr� �eq�'�3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires3 sets of plans) Q ty (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's ALL OTHER GAS PIPING Elevators/Escalators Quantity of Outlets Heat Exchanger #Vented Wall Furnaces Pumps Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks(gallons) Wells OTHER: ?ermit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read his application and know the same to be true and correct All provisions of laws and ordinances governing this work will be complied with whether specified n not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. ?roperty Owners Name U e o J_x M!�) r), ��j/ Phone Number vlechanical Company j- F41 ti Office Phone Z`f 1-3?KS�Fax Zai 1-31'I :o- Address: 31 S (9 c S City 0 i3 c 6. State fi. Zip .icense Holder(Print): 1 .9 AV1,q-wt Ovao%jar, State Certification/Registration# e4Go3,j-)61 fotarized Signature of License Holder L.1 Sworn and subscribed before me this—"-2) day of 20/ Signature of Notary Public ,sY� Notary Public State of Fonda n Timothy Lee Hughes My Commission EE 186279 �raAd' Expires 0410312016 +!+ wrightsoft Project Summary Job: Date: May 27,2013 Entire House By: Aaron Thacker Donovan Heat & Air 315 6th Ave S,Jacksonville Beach,FL 32250 Phone:904-241-3785 Fax:904-241-3745 Email:aaron@donovanac.com Web:www.DonovanAC.com Project Information For: Beauty May Baker 445 Sargo Rd, Atlantic Beach, FL 32233 Notes: Design Information Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 95 °F Inside db 70 'F Inside db 75 °F Design TD 31 'F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 53 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26705 Btuh Structure 20836 Btuh Ducts 4717 Btuh Ducts 4599 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31421 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 25436 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1154 Btuh Ducts 1961 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft') 1040 1040 Equipment latent load 3115 Btuh Volume (ft') 8320 8320 Air changes/hour 0.45 0.23 Equipment total load 28550 Btuh Equiv.AVF (cfm) 62 32 Req. total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Tempstar Make Tempstar Trade 13 SEER N SERIES R410A HP Trade 13 SEER N SERIES R410A HP Model N4H336A(G)KB- Cond N4H336A(G)KB- AHRI ref no3842889 Coil FEM4P36'*A' AH R I ref no3842889 Efficiency 8 HSPF Efficiency 11.0 EER, 13 SEER Heating input Sensible cooling 23520 Btuh Heating output 34000 Btuh @ 47'F Latent cooling 10080 Btuh Temperature rise 28 °F Total cooling 33600 Btuh Actual air flow 1120 cfm Actual air flow 1120 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-May-27 21:09:18 wrightsoft Right-Suite®Universal 8.0.24 RSU05995 Page 1 ACCK C:\Users\Owner\Documents\Wrightsoft HVAC\Bogus 3 ton.rup Calc=MJ8 Front Door faces: W C11 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002487 Date 5/24/13 Property Address . . . . . . 445 SARGO RD Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 105000 ---------------------------------------------------------------------------- Application desc rebuild addition 12x 20 . 5 in rear ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BAKER, BEAUTY M SATILLA BUILDERS INC 445 SARGO ROAD 932 WEYBRIDGE LANE ATLANTIC BEACH FL 32233 PONTE VEDRA FL 32081 (904) 403-5028 --- Structure Information 000 000 ADDITION REAR OF HOME Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW OVERHEAD SVC BURNOUT Sub Contractor IMPULSE ELECTRIC Permit Fee 125 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/20/13 ---------------------------------------------------------------- Special Notes and Comments Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management. ) 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ----------------------------- Other Fees . . . STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due PERMIT IS-APPROVED-ONL-Y-IN-ACe0RDANC'U-WtTfi Att.-CITY-03F`ATLAN-nC BEACFI-ORWNANCES AND'T FIE�CdKIITA BUILDING CODES. CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 19 Page 2 Application Number 13-00002487 Date 5/24/13 Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 129 . 00 129 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 .TOB ADDRESS: JWL� F—D , PERMIT# L '-2--{8T JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS l PHASE VALUE OF WORK$ NEW SERVICE ;9-Overhead ❑ Underground ❑1 Underground up Pole Residential(Main) Service 0-100 amps ❑101-150amps to 51-200amps f I amps #of Meters Commercial(Main) Service 0-100 amps Ci 101-150amps ❑151-200amps Ci amps iCT Service amps Conductor Type Size Multi-Family(Main) Service L0-100 amps L1 101-1 50amps ❑151-200amps amps # of Unit Meters Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps ['1200amps Li amps ]CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-l 00amps 10 1-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS 'Swimming Pool ❑ Sign IL-1 Smoke Detectors_Qty ITransformers KVA [IMotors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS Replace Burnt/Damaged Meter Can I ]Safety Inspection L!,Panel Change ! ;OH to UG + Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name E51EAU"(� b-« Phone Number Electrical Company �� W� �1�-��—C�C j l- • Office Phone 2� Fax `, Co. Address: �{2-1-C I Uc -T-132 6;E City H(�� -s State , Zip ,'ZS-Xp License Holder(Print): llss T e ific ion/Registration# ( I Notarized Signature of License Hooer ' ' SENR aunP 7 efore me this 2��{�` day of YY1G,AA 20_ _ ..: MY COMMISSION M FF 0114&^ -F. EXPIRES:EXPIRES:Aptll 24,2017 I ignature of Notary PublicAA26A DL�"AIAAA Ll Bonded Thru NoUry Pubk Underwriters