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378 6th St new home 2013 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD "J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003378 Date 10/04/13 Property Address . . . . . . 378 6TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 335000 ---------------------------------------------------------------------------- Application desc NEW SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MILLER, KENNETH ROBERT BOSCO BUILDING CONTRACTORS 378 6TH STREET 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 760 . 00 Plan Check Fee 380 . 00 Issue Date . . . . Valuation . . . . 335000 Expiration Date . . 4/02/14 ---------------------------------------------------------------------------- Special Notes and Comments NEW HOME AND PAVER ROW Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Construction parking only at this lot . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line . Reinforcing rods or mesh area not allowed in the right-of-way. Maximum driveway width is 20 ' at property PERMIT IS-X4�YED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003788 Date 12/06/13 Property Address . . . . . . 378 6TH ST Application type description PLUMBING ONLY Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 0 -------------------- ----------------- Application desc INSTALL 20 FIXTURES ------------------------------------ Owner Contractor _ _ ------------------------ MILLER, KENNETH ROBERT COGBURN AND WAKEFIELD PLBG 5900 TOWNSEND BLVD #522 378 6TH STREET JACKSOILE ATLANTIC BEACH FL 32233 (904) 334-3853 FL 32211 ---------- ----------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Plan Check Fee . 00 Permit Fee 195 . 00 . Valuation Issue Date Expiration Date 6/04/14 ----- STATE PLBG DCA SURCHARGE 2 . 93 Other Fees STATE PLBG DBPR SURCHARGE 2 . 93 _ _ -------______ --- Fee summary Charged Paid Credited - ---------- ---------- Permit Fee Total 195 . 00 195 . 0000 . 00 . 00 00 . 00 Plan Check Total • 00 . 00 Other Fee Total 5 . 86 5 . 86 . 00 Grand Total 200 . 86 200 . 86 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERmrr APPLICATION CITY OF ATLANTiC BEACH 800 Seminole Rd A>dantic Beech,FL 32233 Ph(904)247-5826 Fax(904)247-5845 PERF'# dos ADDRESS: NEW OR REPLACEMENT iNSTALLATMIN: Project Value S T'1rrE oFtaMSE QTY T rwofFDaLwE QTY B adwk - Septic Tank a Pt claha Washer --�--- Shovicr panDishwasher lw Sink Dr —L- Three- SCompalmaent Sink Floor Dram Toilet Floor Sink -�— Urinal Hose Bibs Kikhm Y Tray Wager Caaoecled AppliOMM Lawmil�y Water Healfer gher F'noales Waterer Treating System RF4PIPE: TYPE OFFDaURE QTY T ypE of FIX7VRE QTY Baddub Septic Tank&Pit Clothes Washer Show Didn ashcr Shower Pan Drinll ing Fountstn Slopink SConVwtmew Sink Floor Drain Toilet Floor Sink Urinal Home Bets Vacwm Bis Kin$1nk Water Conooclood Applianoos I.aondry TOY Water Heater LavawryOther FF. Wafer Treating Sysaem ulares US: plkpns(Rgim 3 sets of piss) E3Scares Replacement a Bads Flow P ❑ Cimea�e (rrap) ❑ Lawn Sprinlder System-N>omber of Heads ❑ Well :* fw its mon." TR **BWD WCH Caapi M Fare.C mpktcd fay to be submitted tothe Bm_ldmg ❑Other �etded or sbsodoeod for six soeths.1 Irby�fY disc I bave teed Pervait becomes void if wor><noes not ocrosetsce.viabia a sue teostb period or wart is ttis wart.�be cunprwd.ie.rbc+ba VeciW this appliutiae std logo.d s sasee to be Ww said calm All provisoes of kws said w4waeces pmamis� aoos:nr a iJie perforaraeoe of oomtnxxioa does eat�i.c setbari<y a�f sey atm seste or foal Isr ick err eat. Mw parmit b vioisle We peeri�aas Z'/► 031 O propertOwner Nam v �L� r � �� Phone Nunnber Y office Phone 1911Jay 1 s'Fax 374)- (.0 Phwibing Con4onY A ,[ state �L Zip 3 Z 2 to eo.Address: P � �A '�' City C Liceme Rader(P�r. � # � L 11212 yG Natnrkd Sknahw of Licmw Holder Sworn and -tea me 20� -0P pue�� MARIA PIMIENTA .c= Notary Public-State of Florida Sl Of Ot3ry Pub My Comm.Expires Jan 26,2015 Commission/EE 59080 CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �j yJF31�? Application Number . . . . . 13-00003526 Date 10/15/13 Property Address . . . . . . 378 6TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 0 ---------------------- ----------- ----------------------------------------- Application desc temp pole --------------------------------- Owner Contractor ------------------------ ------------------------ MILLER, KENNETH ROBERT ERICKSON ELECTRICAL CONTRACTOR 378 6TH STREET 2807 ST JOHNS BLUFF FL 32246 ATLANTIC BEACH FL 32233 (904)JACKS0641-9090 --------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc • Plan Check Fee . 00 Permit Fee . . . . 90 . 00 0 Issue Date Valuation Expiration Date . . 4/13/14 ----- Other Fees STATE ELEC DCA SURCHARGE 2 - STATE ELEC DBPR SURCHARGE 2 . 00 _ ________ ---- Fee summary Charged Paid Credited ----Due--- _ _ ------- . 00 ----- ---------- ---------- - . 00 Permit Fee Total 90 . 00 90 . 00 _ 00 . 00 Plan Check Total . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 Grand Total 94 . 00 94 . 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 JOB ADDRESS: J� 7 g fIN PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS 0 6 AMPS a`f 0 VOLTS / PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead ❑ Underground ❑T Underground up Pole ❑Residential(Main) Service ❑0-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Meters ❑Commercial (Main) Service E10-100 amps El 101-150amps ❑151-200amps ❑ amps ❑CT Service amps Conductor Type Size ❑Multi-Family(Main)Service [10-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Unit Meters Temporary Pole ❑ r o o amps SERVVICE UPGRADE Fl-amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps 0200amps ❑ amps ECT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-3 Damps 31-100amps 101-200amps 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 L1Sign ❑Smoke Detectors_Qty ❑Transformers KVA El Motors hp ❑ FIRE ALARM SYSTEM (Requires 3 sets of plans) VALUE OF WORK$ Qty volts/amps REPAIRS/MISCELLANEOUS El Replace Burnt/Damaged Meter Can C 1 Safety Inspection ❑Panel Change ❑OH to UG ❑Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name 1 l.L L (� Phone Number Electrical Company E(ZIC(�Sod ��=(�'Ql G _Office Phone �f�9bI� Fax (oLf Co.Address: 1 °� S (3 EAC Y �� City -) �` State Zip License Holder (Print): Q AN iL e k t cK5in►� State Certification/Registration Notarized Signature of License Holder Before me this d 20 Signature of Notary Pu yy800vSEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 7/10/14 Parcel Number . . . . . 169874-0000 Property Address . . . 378 6TH ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . W 1/2 LOT 31, LOT 33 , BLK 7 , ATLANTIC BEACH Property Zoning . . . . RES SF DISTRICT Owner . . . . . . . . . MILLER, KENNETH ROBERT Contractor . . . . . . BOSCO BUILDING CONTRACTORS 904 241-0320 Application number 13-00003378 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . TYPE 5-B Occupancy type . . . . RESIDENTIAL Flood Zone . . . . . . ZONE X Approved +� Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: e i—/,z ?-// 7 Contractor Name: 7?ns 6 D 7 Q �f Q po Permit #: 13 33 / 9 l U 7d d Property Address: U GP 7-k S7 Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence Commercial Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fi p . l �'— Public Works Public Utilities 3 7 C(v Building 4 G J Planning Tree Mitigation Satisfied Final Survey with FFE Yes No All Re-Inspect Fees Paid �. esNo Termite Treatment Yes No Walker, Jennifer- From: From: Daniels, Freddie -713 LM �",I I U� Sent: Thursday, July 03, 2014 8:53 AM To: Walker, Jennifer L12Q 4- CA Subject: FW: 378 6th St �l l� 1 (� SGo Y)AW'V From: Daniels, Freddie Sent: Thursday, July 03, 2014 8:53 AM To: Graham, Shirley Cc: Carper, Rick; Layton, Douglas Subject: RE: 378 6th St Shirley, I need to talk to Todd about this unable to get into the back yard, someone is living there. From: Graham, Shirley Sent: Wednesday, July 02, 2014 2:25 PM To: Carper, Rick; Nodine, Phil; Daniels, Freddie; Todd Bosco Cc: Walker, Jennifer; Jones, Mike; Hubsch, Jeremy; Reeves, Derek Subject: RE: 378 6th St Freddie, Is this good for CO? Shirley From: Carper, Rick Sent: Friday, May 23, 2014 7:59 AM To: Graham, Shirley; Nodine, Phil; Daniels, Freddie; Todd Bosco Cc: Walker, Jennifer; Jones, Mike; Hubsch, Jeremy; Reeves, Derek Subject: RE: 378 6th St Shirley & Todd, as-built survey required before PW CO inspection. Freddie is going by this morning to verify that downspouts are disconnected f;om storm sewer. Rick Ricky L. Carper, P.E. Public Works Director/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper(@coab.us PH: (904) 247-5834 Fax: (904) 247-5843 Florida Public Works-First to Respond, Last to Leave www.apwaflorida.com From: Graham, Shirley Sent: Thursday, May 22, 2014 4:09 PM To: Carper, Rick; Kaluzniak, Donna; Nodine, Phil; Daniels, Freddie; Clemons, Malcolm Cc: Walker, Chris; Walker, Jennifer; Jones, Mike; Hubsch, Jeremy; Reeves, Derek Subject: 378 6th St 1 Graham, Shirley From: Graham, Shirley Sent: Thursday, May 22, 2014 4:09 PM To: Carper, Rick; Kaluzniak, Donna; Nodine, Phil; Daniels, Freddie; Clemons, Malcolm Cc: Walker, Chris; 'jwalker@coab.us'; Jones, Mike; Hubsch, Jeremy; Reeves, Derek Subject: 378 6th St Todd Bosco is requesting a CO inspection 5/23/14 at 378 6th St Permit# 13 3378 Todd can be reached at 233 0904 ShLrItU fjrot acim Building Permits Technician 800 Seminole Rd Atlantic Beach, Fl 32233 904 247 5800 sgraham@coab.us i Graham, Shirley From: Walker, Chris Sent: Friday, May 23, 2014 11:14 AM To: Graham, Shirley Cc: Walker, Jennifer Subject: RE: 378 6th St All good here. From: Graham, Shirley Sent: Thursday, May 22, 2014 4:09 PM To: Carper, Rick; Kaluzniak, Donna; Nodine, Phil; Daniels, Freddie; Clemons, Malcolm Cc: Walker, Chris; Walker, Jennifer; Jones, Mike; Hubsch, Jeremy; Reeves, Derek Subject: 378 6th St Todd Bosco is requesting a CO inspectfr- 5/23/14 at 378 6th St Permit# 13 3378 Todd can be reached at 233 0904 ShLYQe ! rNkOt k Building Permits Technician 800 Seminole Rd Atlantic Beach, Fl 32233 904 247 5800 sgraham@coab.us i MAP SHOWING SURVEY OF LOT 33, TOGETHER WITH THE WEST 25 FEET OF LOT 31, BLOCK 7, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. SIXTH STREET 40' RIGHT OF WAY ( 75.12' FIELD ) FOUND 1/2-IRON7C.00' UNDERGROUND FOUR t/Y IRON PIPE,NO CAP JJ ELECTRIC BOK PE.NO CM 50.00' 25.00' 201).00' 0.4' UNDERGROU LP 1 W CONCRETE DRIVE TANK FILLLVEO eq'y 1 AND WALK TATH I �/// I BRICK TRIM N LL Io Y N N N N Iz I } a - .o 22B 3 af / \coVFTtFnl -0 G.t•� 1 STORY I FRAME o 0 ARD \ 4.9 1 m o AINS 1 A to E J- , a I Saw GARAGE I \ m FENCE TO LINE W m I w WALK 6'D EAST 25.0 FEET d a I 0 22.VR OF LOT 31 I r a_ "s Q I T0.r <a Ja \\ j 2i STORY O � \Is/ RAME 0 § R IDENCE O w NN(( e O i S� 9.9s Ig FRE-a. 6 O$ �1 0 nl 70.Y I 13.8' .9 1 '' 7.0' '^ �i I � I I 1 LOT 35 8 WEST 25.0 FEET 1 LOT 33 YARD C i OF LOT 31 1 DRAIN I I I I 0 1Q z0 � SCALE: r = 20' I 1 L_ I O C K B lb O I � 50.00' 25.00' s. 25.00' 4_CRAW LINK FENCE - FOUNO 1/Y"IRON I 0.3' 6'WOOD FENCE 1.9, FOUND 1/2'IRON _ _ PIS NO CAP 1 75.00' PIPE.NO 2-I ( 75.01' FIELD ) I I LOT 36 LOT 34 I LOT 32 tF I NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. INTERIOR ANGLES AS PER FIELD SURVEY. 3. NO BUILDING RESTRICTION LINES PER PLAT. 4. NORTH PROTRACTED FROM PLAT. 5. FFE DENOTES FINISHED FLOOR ELEVATION. 6. BUILDING TIES ARE TO THE FOUNDATION. THIS SURVEY WAS MADE FOR THE BENEFIT OF KENNETH ROBERT MILLER, JR. AND EMILY SUSAN MILLER; PROSPERITY BANK; BARTLETT TITLE THE PROPERTY SHOWN HEREON APPEARS TO LIE IN SERVICES, LLC; and OLD REPUBLIC NATIONAL FLOOD ZONE "X" (AREA OUTSIDE 0.2% ANNUAL_ CHANCE TITLE INSURANCE COMPANY. FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND DONN W. BOATWRIGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 THE ORIGINAL RAISED SEAL OF A FLORIDA FINAL SURVEY - MAY 16, 2014 LICENSED SURVEYOR AND MAPPER." REVISED CERTIFICATIONS - JANUARY 6, 2014 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 rDRA'INNEDBY. KBY: DATE: swC BOATWRIGF'IT LAND SURVEYORS, INC. NOVEMBER 26, 2013 2o1a-os3o 1500 ROBERTS DRIVE, JACKSONVILLE BEACH. FLORIDA 241-8550 SHEET OF 1 MAP SHOWING SURVEY OF LOT 33, TOGETHER WITH THE WEST 25 FEET OF LOT 31, BLOCK 7, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. SET BENCH MARK:MAGNAL IN PAVEMENT�� ELEVATION_7.53 N.A.vD.1.488 SIXTH STREET 40' RIGHT OF WAY PAVED PUBLIC ROAD ( 75.12' FIELD ) FOUND 1/2'IRON C UNDERGROUND FOUND 1/2'IRON PPE,NO CAP 75.00 ELECTRIC BOX PE.NO CAP / 200.00' -_- 50.00' 25.00' 25.00'CONCR W O•�' DRIVE UNDERGROU DLP > i AND WALK NTH TANK FILL II LVE, �•y BRICK TRIP N lL Y N N 1 tV } Q I Q - 19 .0 f°� z65=6f 1 �" 1 3 1 _ 22-Ir 1 1'. T ° l am _✓ tl v , I �9= 9 A I \WVERFDv CIL 0.1' 1 STORY 9 °ARD: \ F j I I ,, OGARAGE 4,0 14 INSb°I 1 h a 13.8' .9 , Sb I \ m Li (5 d 1 FFE-8.37 FENCE TO LINE\�,,,,? 2 Of 0 1 220WALK °� xb°kb0 I B.0' ,9x xb9 EAST 25.0 FEET (n p0� Q I °° s i4 R OF LOT 31 a Q \ / IO.r <4 0 \\ j 2i STORY RAME o 00 RRAME E O_w og A� o. 378 01 o, FFE-9.96 O a p, o hl / \ I I 10.T I 13.a' .9 I p0bw n 7.8' , `be1`� I 11 x61 xb Ybq I �� p I LOT 35 i I b• �i }bA *69 •b , 0 Lot 33WESr 25.0 FEET 1 Lk,> YARD o 1�°. QF LOT 31 V .19 DRAIN ��y I 110 67 SCALE: 1" = 20' b ' L C B o'" , 4_CHAIN LINK FENCE _. 00 50.00' 25.00' J'e. 25.00' FOUND 1/r IRON 0.3' 6'WOOD FENCE 75.00, FOUND 1/2 PIPE.NO CAP 1.9' RPE.NO CAP ( 75.01' FIELD ) I , 1 LOT 36 LOT 34 LOT 32 NOTES: 1. THIS IS A TOPOGRAPHIC SURVEY OF DRAINAGE SWALES. 2. BOUNDARY DATA AS PER SURVEY No. 2014-0530, BY THIS FIRM. 3. NO BUILDING RESTRICTION LINES PER PLAT. 4. NORTH PROTRACTED FROM PLAT. 5. FFE DENOTES FINISHED FLOOR ELEVATION. 6. BENCH MARK USED IS THE NORTH RIM OF A SANITARY SEWER MANHOLE AT THE INTERSECTION OF SHERRY DRINE AND 6th STREET. ELEVATION = 6.98 N.A.V.D. 1988 7. BUILDING TIES ARE TO THE FOUNDATION. THIS SURVEY WAS MADE FOR THE BENEFIT OF KENNETH ROBERT MILLER, JR. AND EMILY SUSAN MILLER; PROSPERITY BANK; BARTLETT TITLE THE PROPERTY SHOWN HEREON APPEARS TO LIE IN SERVICES, LLC; and OLD REPUBLIC NATIONAL FLOOD ZONE "X" (AREA OUTSIDE 0.2% ANNUAL CHANCE TITLE INSURANCE COMPANY. FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND DONN W. BOATWRIGHT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA TOPOGRAPHIC SUR'/EY- MAY 16, 2014 FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." REVISED CERTIFICATIONS - JANUARY 6, 2014 FLORIDA LIC. SURVEYING k MAPPING BUSINESS No. LB 3672 CHECKED : BOATWRIGHT LAND SURVEYORS, INC. DATE: NOVEMBER 26, 2013 DRAWN BY: swC FILE: 2ota-os3oT 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 Graham, Shirley From: Clemons, Malcolm Sent: Tuesday, May 27, 2014 12:59 PM To: Graham, S► !-ley Cc: Walker, J,. :er; Kaluzniak, Donna Subject: RE: 378 6,1 zit Backflow device not installed. Malcolm / From: Graham, Shirley Sent: Thursday, May 22, 2014 4:09 PM To: Carper, Rick; Kaluzniak, Donna; Nodine, Phil; Daniels, Fredc Cc: Walker, Chris; Walker, Jennifer; Jones, Mike; Hubsch, Jerem Subject: 378 6th St Todd Bosco is requesting a CO inspection 5/23/14 at 378 6th St Pe shLrLeU crahavu Building Permits Technician _. . 800 Seminole Rd Atlantic Beach, F132233 904 247 5800 sgraham@coab.us5 f U (, V v l x ,33-13 i co oo T- od od 6 N O r w W Z 0 Q J ~ o O aU 0 o n F— m o O o0 o U- °- o J o OLLJ LL Hw 0 ~ 0 Q U) coZ W U w a J gw crM Q= a co W U _ wN wo e a 2 O D = E- Lu LLE o LL Q 0 a W N W z tpp U Z L m o Q o mQ m � � tD W O d o S) `� Q N J Cl)CZ c LU - CL w O LL r 0 LL Zt o o D ZO w ¢ z i V a u) o �d a 2 e 0 ƒ \ $ c 1-Um $ km / b & A 0 < 2 § gE w E § W / f = § Li / oG § LU2 > E ® 2S w < < x / n22 U) X � cn X / wLL $ � LLj / � / / / / \ ¥ 2 0 k � Z W k0 w ) 2 _ F- q � oz % ® OJ c j � 2c h 0f ƒ � m & z w \ � w Q « m e 4 $ 2 OD § e < \ � \ k � �k 0 ; LIJ \ \ \ S? - § 2 £ o g _ < « o Of 2 § § m « $ ~ LL \ R � � uq � / � 0 k k 2 k § 2 § � k � / E $ m , o U � 0 � BLu k \ LU ZO % § � o � a R w cr( 02 b / $ k � o / ± a. o S§ � � � 6 � �$ o w ' W w � = w . \7� E R � w2 �L W2 jE6 a 2 � � � _ Q / Graham, Shirley From: Clemons, Malcolm Sent: Monday, June 23, 2014 10:07 AM To: Graham, Shirley Cc: Walker, Jennifer; Kaluzniak, Donna Subject: RE: 378 6th St Backflow OK. Malcolm From: Graham, Shirley Sent: Monday, June 23, 2014 8:17 AM To: Clemons, Malcolm Subject: RE: 378 6th St This IS ready now. From: Clemons, Malcolm Sent: Tuesday, May 27, 2014 12:59 PM To: Graham, Shirley Cc: Walker, Jennifer; Kaluzniak, Donna Subject: RE: 378 6th St Backflow device not installed. Malcolm From: Graham, Shirley Sent: Thursday, May 22, 2014 4:09 PM To: Carper, Rick; Kaluzniak, Donna; Nodine, Phil; Daniels, Freddie; Clemons, Malcolm Cc: Walker, Chris; Walker, Jennifer; Jones, Mike; Hubsch, Jeremy; Reeves, Derek Subject: 378 6th St Todd Bosco is requesting a CO inspection 5/23/14 at 378 61 St Permit# 13 3378 Todd can be reached at 233 0904 sh%r�e� c,rahaw�. Building Permits Technician 800 Seminole Rd Atlantic Beach, Fl 32233 904 247 5800 s raham&oab.us i I o , m I o \ , 1 J d I � l o I w En 4 .-, C aJ ro e + a , I Id U�o O I O I I 11 ' v N ro ro off � q �v a 0 N N U � b11p! 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Ina Ol rH alk\\\\\\ \\\ N i W 0 I >4 mIn In In In X qa O 10 " - •g E Wa 0 .-1 N V I O Q0 u" azo w � a r P4 \ I w F I AA z z a p m m m m ti U 1 A OU 0 pl a l H I N N N N N Graham, Shirley From: Clemons, Malcolm Sent: Wednesday, July 02, 2014 2:53 PM To: Graham, Shirley Subject: RE: 378 6th St It's ok they installed a backflow. Malcolm From: Graham, Shirley Sent: Wednesday, July 02, 2014 2:21 PM To: Clemons, Malcolm Subject: RE: 378 6th St Malcolm, Could you recheck for co. Shirley From: Clemons, Malcolm Sent: Tuesday, May 27, 2014 12:59 PM To: Graham, Shirley Cc: Walker, Jennifer; Kaluzniak, Donna Subject: RE: 378 6th St Backflow device not installed. Malcolm From: Graham, Shirley Sent: Thursday, May 22, 2014 4:09 PM To: Carper, Rick; Kaluzniak, Donna; Nodine, Phil; Daniels, Freddie; Clemons, Malcolm Cc: Walker, Chris; Walker, Jennifer; Jones, Mike; Hubsch, Jeremy; Reeves, Derek Subject: 378 6th St Todd Bosco is requesting a CO inspection 5/23/14 at 378 6th St Permit# 13 3378 Todd can be reached at 233 0904 ShirLeU c,rahan& Building Permits Technician 800 Seminole Rd Atlantic Beach, Fl 32233 904 247 5800 saraham coab.us i Graham, Shirley From: Daniels, Freddie Sent: Thursday, July 10, 2014 3:43 PM To: Graham, Shirley Cc: Walker, Jennifer; Nodine, Phil; Carper, Rick; Layton, Douglas Subject: RE: 378 6th St Approve PW From: Graham, Shirley Sent: Wednesday, July 02, 2014 2:25 rM To: Carper, Rick; Nodine, Phil; Daniels, :=reddie; Todd Bosco Cc: Walker, Jennifer; Jones, Mike; Hubsch, Jeremy; Reeves, Derek Subject: RE: 378 6th St Freddie, Is this good for CO? Shirley From: Carper, Rick Sent: Friday, May 23, 2014 7:59 AM To: Graham, Shirley; Nodine, Phil; Daniels, Freddie; Todd Bosco Cc: Walker, Jennifer; Jones, Mike; Hubsch, Jeremy; Reeves, Derek Subject: RE: 378 6th St Shirley &Todd, as-built survey required before PW CO inspection. Freddie is going by this morning to verify that downspouts are disconnected from storm sewer. Rick Ricky L. Carper, P.E. Public Works Director/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper(aD-coab.us PH: (904) 247-5834 Fax: (904)247-5843 Florida Public Works-First to Respond, Lost to Leave www.apwaflorida.com From: Graham, Shirley Sent: Thursday, May 22, 2014 4:09 PM To: Carper, Rick; Kaluzniak, Donna; Nodine, Phil; Daniels, Freddie; Clemons, Malcolm Cc: Walker, Chris; Walker, Jennifer; Jones, Mike; Hubsch, Jeremy; Reeves, Derek Subject: 378 6th St Todd Bosco is requesting a CO inspection, 5/23/14 at 378 6th St Permit# 13 3378 Todd can be reached at 233 0904 sKrleU c,rahavu. Building Permits Technician 800 Seminole Rd Atlantic Beach, F132233 1 v CITY OF ATLANTIC BEACH 1 j 800 SEMINOLE ROAD "J 5 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003378 Date 10/04/13 ---------------------------------------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 11 .40 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 150 . 00 STATE DBPR SURCHARGE 11 .40 UTIL REV PRE APP >3 HRS 50 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 760 . 00 760 . 00 . 00 . 00 Plan Check Total 380 . 00 380 . 00 . 00 . 00 Other Fee Total 272 . 80 272 . 80 . 00 . 00 Grand Total 1412 . 80 1412 . 80 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. tilt)11.U1lVlr 1 111KIV11 1 Alli'l'it "\ I IVIN CITY OF ATLANTIC BEACH F� EP 800 Seminole Road, Atlantic Beach, ]1, 32213 Otlice (904) 247-5826 I-ax (904) 247-5845 0 5 .3 0) Address: �j � ( � Permit Nu Legal Description '' Parcel # -'--3 -- oor Arca of Sq. •t. -'s q. .I Valuation of Work S 3 5 Proposed Work heated/coo1clj6AA non-heated/cooled I L"12 Class of Work(circle one): Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structuresRes* �. O (circle one): Commercial • •• If an existing;structure, is a fire sprinkler system installed? (Circle one): Yes N ) Florida Product Approval # i For niultiple products use product approvaloral AdO3 Describe in detail the type ofwork to be perlormed: Property Owner Information: Name.: k' Na : J9 Address: _ __._.... .. City State�7ip Phone FI-Mail or Fax # (Optional) Contractor Information: Company Name: ua ' Address- Ilf �in,,�Agent: Iit State 7_ipce Phone Job Site/Contact Number V -0%ffV Fax#� Q Vy/ � e Certification egistration Architect Name& Phone# 13ngineer's Name& Phone# Fee Simple Title Holder Name and Address » Bonding Company Name and Address Mortgage Lender Nanpe and Address Ippliculio"t is herehv made. ohlcrin a peruril to du the trork urrd inslulluliuns us indieuted. l c�rli/i that no trurk or irtslalluliuu ltus conu►tuneed prior to the L�.cuarrI ora perutil and Ihu1 ulI work ai!!be pc rfrawree(ro ureet Ihr llandurds c f u//luu:�rcgu/sling cuaslrucviu"t in I/tis jurisdirlion. %%tir permit heronu.c nu// and void if tvurk is nal c unuuenccd wilhi"r six(G)"111,1111, or if conch uc lion or irurk is sushc nded ur ubanduned Jw a errexl of six(G)months(it um•lime alter work i1 commenced. /ruuler_,hmaf that sepuruh prrerils"null he secured/in G/ec/rien/ {t ork, Plunlhiug,Sikils, {Ve/ls, Prio/s, Furuacer, Boileis. Heuiers, Tanks nerd Air CCnuliliorrcn,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 BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. l hereby c•eraV.i•that l have rear!and excuuined this-cy,plicalion creel know the same la he it-tic and cor•rec•t. �t 1 provisions of hill's andi d ornances gutverning IhLr Itpe of work hill he complied with whether s,eclfted at-herein unot. The granting o%a permit dues• not.presue to give ulhor•ily to violate or cancel the provisions of'anv other Jrde r•ul.slate. or local law regulating cu"!su•uc•liurt or the performance cJ cunslruc•tim « o1. Signature of Owner Signature of Contra Print Naine Print Name AFn to and subscribed before nie Sworn to and subscribed before me Day of �,� . 20/ 7 this <"Day of WaLLIAM L. WE — ��"` WILLIAM L. -SUPE Notary_Public,State of Florida Aic Notary Public,State of Florida Notary Public -- My Comm.Expires Oct 1H,ZU15 My Comm.Expires Oct.Oct.19,2015 Notary , Commission No.EE 126745 Commission No.EE 129745 Revised 01.26.10 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING DE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: zfk Development Size Habitable Space ,�2 X 36 s.r Non-Habitable /o-Fz Yr, Impervious area Miscellaneous Information Occupancy Group /e-3 Type of Construction Number of Stories Z Zoning District R S 2- Max. Max. Occupancy Load Fire Sprinklers Required Flood Zone /'M- Conditions/Comments: § � 2 � ? | § ■ . | ■ � ■ ■ � � | | § ■ ■ f{ | � • ■ - | ■ / ! 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CD N Z ° cn co o -� w o CD o CD O � a o' o 4t o c(o c. c o ar co o �Z CD CD co ILE COPY .I. Miller Res - 378 6th St. Atlantic Beach FL 32233 HVAC Load Calculations for Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 RHVACRE5IDSN`IIAL HVAC LOAD$ Prepared By: N Jim Williams Home Energy Services 2080 Davis Road Jacksonville, FL 32218 904-757-3569 Tuesday,August 13, 2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inca Home Energy Services Miller Res-378 6th St.Atlantic Beach FL 32233 Jacksonville,FL 32218 Pale 2 ro�ect Report — - -1 (General Pro ect Information Project Title: Miller Res - 378 6th St. Atlantic Beach FL 32233 j Project Date: Tuesday, August 13, 2013 Client Name: Bosco Custom Homes Client Address: 2158 Mayport Road Client City: Atlantic Beach, FL 32233 Client Phone: 904.241.0320 Client Comment: Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Road Company City: Jacksonville, FL 32218 Company Phone: 904-757-3569 Company Fax: 904-757-7104 Company E-Mail Address: jimwilliams@homebuildingstore.com Design Data --� Reference City: Jacksonville, Florida Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0,999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 W�ftures Total Building Supply CFM: 1,896 CFM Per Square ft.: 0.752 Square ft. of Room Area: 2,520 Square ft. Per Ton: 640 Volume(ft')of Cond. Space: 24,949 Buildsg Loads Total Heating Required Including Ventilation Air: 41,647 Btuh 41.647 MBH Total Sensible Gain: 41,663 Btuh 88 % Total Latent Gain: 5,567 Btuh 12 % Total Cooling Required Including Ventilation Air: 47,230 Btuh 3.94 Tons(Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. e Tuesday, August 13, 2013, 12:43 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Jacksonville,FL 32218 Miller Res-378 6th St.Atlantic Beach FL 32233 Page 3 -- - --- ------ lscellaneous Report - -- System 1 Main Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Da Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 System 2 Second Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel Hum Rel Hum Dry Bulb Difference Winter. 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Alr Data Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 104 CFM 104 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 24.949 Cu.ft. X 24.949 Cu.ft. 6,237 Cu.ft./hr 6,237 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 104 CFM 104 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(55 CFM) Summer Infiltration Specified: 0.250 AC/hr(55 CFM) ---System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(49 CFM) Summer Infiltration Specified: 0.250 AC/hr(49 CFM) uct Load Factor Scenarios for S ystem l Attic Duct Duct Surface From [N:o. Type Description Location , N _Leakage Insulation _ Area MDD 1 Supply Main Attic 16B 0.09 6 356 No 1# Return Main Attic 16B 0.15 6 66 No Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling_ Leakage Insulation Area MDD 1 Supply Main Attic 16B 0.09 6 324 No 1 Return Main Attic 16B 0.15 6 120 No Tuesday, August 13, 2013, 12:43 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Miller Res-378 6th St.Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 4 ,[Li oad Preview Resort_ - Net Rec ft. Sen Lat Net Sen Sys Sys Sys Duct Scope Ton Ton /Ton Area Gain Gain Gain Loss HtM CFIM CFM Act Size Building 3.94 4.63 544 2,520 41,663 5,567 47,230 41,647 842 1,896 1,896 System 1 2.21 2.59 509 1,318 23,323 3,250 26,573 26,797 542 1,061 1,061 12x16 Duct Latent 656 656 Zone 1 1,318 23,323 2,594 25,917 26,797 542 1,061 1,061 12x16 1-Foyer 96 1,787 193 1,980 2,706 55 81 81 1.5 2-Mud Room 98 1,325 188 1,513 2,654 54 60 60 1.4 3-Mud Powder 25 248 34 282 505 10 11 11 1-4 4 Family 268 5,785 740 6,525 3,120 63 263 263 3--5 5-Dining 204 3,749 390 4,139 5,986 121 171 171 2-5 6-wChen 234 5,710 523 6,233 4,472 90 260 260 3-5 7-Pantry 72 812 58 870 793 16 37 37 1-4 8-Stair 81 231 77 308 859 17 11 11 1-4 9 Bath 2 60 278 48 326 567 11 13 13 1-4 10-Bedroom 4 180 3,398 343 3,741 5,135 104 155 155 2-5 System 2 1.72 2.04 590 1,202 18,339 2,317 20,656 14,849 300 834 834 1006 Duct Latent 714 714 Zone 1 1202 18,339 1,603 19,942 14,849 300 834 834 1006 11-Loft 240 3,979 247 4,226 2,701 55 181 181 2-5 12-Bedroom 2 144 1,479 101 1,580 968 20 67 67 1-5 13-Master WIC 112 504 59 563 519 10 23 23 1-4 14-Master Bath 126 2,940 306 3,246 2,697 55 134 134 2-5 15-Master Bedroom 205 3,069 210 3,279 2,317 47 140 140 2-5 16-utility 38 663 105 768 721 15 30 30 1-4 17-Bath 3 64 1,424 134 1,558 1,220 25 65 65 1-5 18-Bedroom 3 273 4,281 441 4,722 3,707 75 195 195 2-5 Tuesday, August 13, 2013, 12:43 PM FRhvac-Residential&Light CommercialHVAC Loads Elite Software Development,Inc. I e Energy Services Miller Res-378 6th St.Atlantic Beach FL 32233 1 sonville,FL 32218 -- - -fie 5 1 uct Size Preview Room or Minimum Maximum Rough. Design SP Duct Duct Mg Clg Act. Duct Duct Name Velocity Velocity Factor L/100 Loss Velocity Length Flow Flow Flow Size System , ---- Supply Runouts Zone 1 1-Foyer 450 750 0 0.1 596.3 55 '*f 81 1_5 2-Mud Room 450 750 0 0.1 691 54 6-0 60 1-A 3-Mud Powder 450 750 0 0.1 129.1 10 ,_'...11 11 1-A 4-Family 450 750 0 0.1 643.5 63 263 3-5 5-Dining 450 750 0 0.1 625.5 121 ;"'tWt 171 2-5 6-Kitchen 450 750 0 0.1 635.1 90 260 3-5 7-Pantry 450 750 0 0.1 423.2 16T 37 1-A 8-Stair 450 750 0 0.1 120.4 17s;ar.- 1 11 1-4 9-Balh2 450 750 0 0.1 145.2 11 b 13 1-4 10-Bedroom 4 450 750 0 0.1 566.9 104 . 155 2-5 Other Ducts in System 1 Supply Main Trunk 650 900 0 0.1 795.9 542 1,061 12x16 System 2 Supply Runouts Zone 1 11-1-011 450 750 0 0.1 461 55 181 2-5 12-Bedroom 2 450 750 0 0.1 493.4 20 67 1-5 13-Master WIC 450 750 0 0.1 262.9 10 23 1-A 14-Master Bath 450 750 0 0.1 490.5 55 134 2-5 15-Master Bedroom 450 750 0 0.1 512.1 47 140 2-5 16-Utility 450 750 0 0.1 345.5 15 30 1-4 17-Bath 3 450 750 0 0.1 475.3 25 65 1-5 18-Bedroom 3 450 750 0 0.1 496 75 195 2-5 Other Ducts In System 2 -- Supply Main Trunk 650 900 0 0.1 751 300 834 10x16 Summary System 1 Heating Flow: 542 Cooling Flow. 1061 System 2 Heating Flow: 300 Cooling Flow: 834 • Tuesday, August 13, 2013, 12:43 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Miller Res-378 6th St.Atlantic Beach FL 32233 Jacksonville,FL 32218 Total Building_Summate Loads- Component - - - Area Sen Lat Sen-- -TotalJ Description Cuan Loss Gain Gain Gain j 10D-f. Glazing-French door, double pane low-e glass(e = 232 3,702 0 4,495 4,495 0.10), insulated fiberglass frame, u-value 0.42, SHGC 0.32 4A-6-o: Glazing-Double pane low-e(e = 0.20 or less), 522.1 6,551 0 13,489 13,489 high performance, operable window, a=0.05 on r surface 2, any frame, u-value 0.33, SHGC 0.33 12E-0sw: Wall-Frame, R-19 insulation in 2 x 6 stud 2826 7,303 0 4,108 4,108 cavity, no board insulation, siding finish, wood studs 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 1359.1 1,343 0 1,907 1,907 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 1613-19: Roof/Ceiling-Under Attic with Insulation on Attic 80 148 0 212 212 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-19 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 189 9,754 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P-19: Floor-Over open crawl space or garage, Passive, 9 17 0 6 6 R-19 blanket insulation, any cover Subtotals for structure: 28,818 0 24,217 24,217 People: 4 800 920 1,720 Equipment: 0 3,250 3,250 Lighting: 0 0 0 Ductwork: 8,486 1,370 8,595 9,965 Infiltration: Winter CFM: 104, Summer CFM: 104 4,343 3,397 2,171 5,568 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,510 2,510 Total Building Load Totals: 41,647 5,567 41,663 47,230 Check Figures Total Building Supply CFM: 1,896 CFM Per Square ft.: 0.752 Square ft. of Room Area: 2,520 Square ft. Per Ton: 640 Volume(ft')of Cond. Space: 24,949 Building Loads, Total Heating Required Including Ventilation Air: 41,647 Btuh 41.647 MBH Total Sensible Gain: 41,663 Btuh 88 % Total Latent Gain: 5,567 Btuh 12 % Total Cooling Required Including Ventilation Air: 47,230 Btuh 3.94 Tons(Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, August 13, 2013, 12:43 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc Home Energy Services Miller Res-378 6th St.Atlantic Beach FL 32233 Jacksonville,FL 32218 Pale 7 j Building Pie Chart 1 Infiltration 10% Floor 23%, Ductwork 20% Building Loss Roof 4% 41,647 F Btuh Wall 18% Glass 25% Floor 0% Roof 4% ED Excursion 5% Wall 9% Infiltration 12% Building Gain 47,230 —_Ductwork 21% Btuh r Glass 38% Equipment 7% People 4% Tuesday, August 13, 2013, 12:43 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services — Miller Res-378 6th St.Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 8 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Cig Sys i No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM' ---Zone 1--- 1 Foyer 96 2,706 55 1-5 596 1,787 193 81 81 2 Mud Room 98 2,654 54 1-4 691 1,325 188 60 60 3 Mud Powder 25 505 10 1-4 129 248 34 11 11 4 Family 268 3,120 63 3-5 643 5,785 740 263 263 5 Dining 204 5,986 121 2-5 625 3,749 390 171 171 6 Kitchen 234 4,472 90 3-5 635 5,710 523 260 260 7 Pantry 72 793 16 1-4 423 812 58 37 37 8 Stair 81 859 17 1-4 120 231 77 11 11 9 Bath 2 60 567 11 1-4 145 278 48 13 13 10 Bedroom 4 180 5,135 104 2-5 567 3,398 343 155 155 Duct Latent 656 System 1 total 1,318 26,797 542 23,323 3,250 1,061 1,061 System 1 Main Trunk Size: 12x16 in. Velocity: 796 ft./min Loss per 100 ft.: 0.095 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required. 2.21 88%/ 12% 23,323 3,250 26,573 Actual: 2.50 75%/25% 22,500 7,500 30,000 quipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: CH13NA030****A CH13NA030****A Indoor Model: CSPH*3012AL* Brand: 13 SEER PURON HP 13 SEER PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 29600 30000 Sensible Capacity: n/a 22,500 Btuh Latent Capacity: n/a 7,500 Btuh AHRI Reference No.: n/a 6033553 Tuesday, August 13, 2013, 12:43 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc i Home Energy Services Miller Res-378 6th St.Atlantic Beach FL 32233: Jacksonville,FL 32218 _ — _ Page 9 S stem 2 Room Load Summar Htg Min Run Run Clg Cig Min Act Room Area Sens Htg Duct Duct Sens Let Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 11 Loft 240 2,701 55 2-6 461 3,979 247 181 181 12 Bedroom 2 144 968 20 1-5 493 1,479 101 67 67 13 Master WIC 112 519 10 1-4 263 504 59 23 23 14 Master Bath 126 2,697 55 2-5 490 2,940 306 134 134 15 Master Bedroom 205 2,317 47 2-5 512 3,069 210 140 140 16 Utility 38 721 15 1-4 346 663 105 30 30 17 Bath 3 64 1,220 25 1-5 475 1,424 134 65 65 18 Bedroom 3 273 3,707 75 2-6 496 4,281 441 195 195 Duct Latent 714 System 2 total 1,202 14,849 300 18,339 2,317 834 8.34 System 2 Main Trunk Size: 10x16 in. Velocity: 751 ft./min Loss per 100 ft.: 0.097 in.wg LCooling System Summary 177 Cooling SenslbWLatent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.72 89%/ 11% 18,339 2,317 20,656 Actual: 2.00 75%/25% 18,000 6,000 24,000 [Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HCD324(A,W)'*30 25HCD324(A,W)**30 Indoor Model: FFMANP030+TXV Brand: COMFORT 13 PURON HP COMFORT 13 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 22600 24000 Sensible Capacity: n/a 18,000 Btuh Latent Capacity: n/a 6,000 Btuh AHRI Reference No.: n/a 6117492 Tuesday, August 13, 2013, 12:43 PM FORM 405-1U FILE COP FLORIDA ENERGY EFFICIENCY CODE FOR BUILD ---- Florida Department of Business and Professional Regulation - Residential Performance Method Project Name M41e4 Res - 378 6th St Builder Name Bosco Custom Homes Street. 378 6th Street Permit Office Duval City. State Zip Atlantic Beach . FL 32233 Permit Number Owner, Jurisdiction- 261100 Design Location Ft. Jacksonville I New cortstruction or e)asting New(From Plans) 9 'gal, T ypes r 3580 0 sqh i Insulation Area 2 Single family or multiple family Single-family a Frame Wood. Exterio. R=19.0 3580.00 ft' L N.A R= It, 3 Number of units,if multiple family 1 c N/A R= fe 4 Number of Bedrooms 4 d N/A R= ft, eiling Types (1398,0 5 Is this a worst case? No 10Area aCUnder Attic(Vented) soft) R-38 insulati� 131 00 ft' 6 Conditioned floor area above grade(ft') 2520 b Knee Wall(Vented) R=19.0 80 00 tt' Conditioned floor area below grade (ft') 0 c. N/A R= ff 11 Ducts R ft' 7 Windows(754 0 sgft.) Description Area a Sup: Main, Ret: Main,AH: Attic 6 140 a. U-Factor Dbl, U=0.35 754.05 ft' SHGC SHGC=0.35 b. U-Factor' N/A ft 12 Cooling systems kBtulhr Efficiency SHGC: a. Central Unit 54,0 SEER 13 00 c. U-Factor: N/A fe SHGC: 13 Heating systems kBtufhr Efficiency d. U-Factor N/A ft' a. Electric Heat Pump 54.0 HSPF7.70 SHGC: Area Weighted Average Overhang Depth: 3.628 ft Area Weighed Average SHGC. 0.350 14 Hot water systems 8 Floor T 1327-0 a Natural Gas Tankiess Cap: 1 gallons Types ( sgft.) insulation Area a. Slab-On-Grade Edge Insulation R=0,0 1318.00 ft' b Conservation features EF:0,590 b. Rased Floor R=19 0 9 00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area 0.299 Total Proposed Modified Loads 45.97 PASS C Total Standard Reference Loads 63 64 ASS I hereby certify that the plans and specifications covered by Review of the plans and OF1iF ST��F~ this calculation are in compliance with the Florida Energy specifications covered by this Code calculation indicates compliance with the Florida Energy Code. PREPARED BY. Before construction is completed DATE1: this building will be inspected for c compliance with Section 553.908 I hereby certify that this building, as designed, is In compliance Florida Statutes. with the Florida Energy Code �Cppbj WE V� OWNER/AGENT BUILDING OFFICIAL DATA DATE Compliance requires completion of a Florida Air Starrier and Insulation Inspection Checklist 811312013 12:43 PM EnergyGauge, USA- FlaRes2010 Section 405 4 1 Compliant Software Fair If(-, PROJECT Title: Miller Res-378 6th St Bedrooms. 4 Address Type: Street Address Building Type: User Conditioned Area: 2520 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Bosco Custom Homes Rotate Angle: 0 Street: 378 6th Street Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2520 23940 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Wain 2520 23940 Yes 5 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 189 ft 0 1318 W ____ 03 0 0.7 2 Raised Floor Main ____ ____ 9 ft' 19 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V/ # Type Materials Area Area Color Absor Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1474 ft' 330 ft' Medium 096 No 09 No 0 266 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1318 W N N CEILING # _Ceiling Type _ _ Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 38 1318 W 0 11 Wood 2 Knee Wall(Vented) Main 19 80 ft' 0.11 Wood 8/13/2013 12:43 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below a 1 E Exterior Frame-Wood Main 19 8 0 10 0 80 0 ft' 0 0.8 0 2 S Exterior Frame-Wood Main 19 12 0 10 0 120.0 ft' 0 08 0 _ 3 E Exterior Frame-Wood Main 19 11 0 10 0 110.0 ft' 0 0.8 0 4 N Exterior Frame-Wood Main 19 85 0 10 0 85.0 ft' 0 0.8 0 5 N Exterior Frame-Wood Main 19 3.5 0 10 0 35.0 ft' 0 0.8 0 6 N Exterior Frame-Wood Main 19 14.5 0 10 0 145 0 ft' 0 0.8 0 7 N Exterior Frame-Wood Main 19 165 0 10 0 165 0 ft' 0 0.8 0 8 W Exterior Frame-Wood Main 19 18.5 0 10 0 185.0 ft' 0 08 0 9 S Exterior Frame-Wood Main 19 55 0 10 0 55 0 ft' 0 0.8 0 --,10 W Exterior Frame-Wood Main 19 14 0 10 0 140.0 ft' 0 0.8 0 11 S Exterior Frame-Wood Main 19 195 0 10 0 195.0 ft' 0 0.8 0 12 S Exterior Frame-Wood Main 19 6 0 10 0 60.0 ft' 0 0.8 0 ___13 S Exterior Frame-Wood Main 19 8 0 10 0 80.0 ft' 0 0.8 0 __ 14 S Exterior Frame-Wood Main 19 5 0 10 0 50 0 ft' 0 0.8 0 ----15 S Exterior Frame-Wood Main 19 15 0 10 0 150.0 ft' 0 0.8 0 16 E Exterior Frame-Wood Main 19 12 0 10 0 120.0 ft' 0 0.8 0 _17 N Exterior Frame-Wood Main 19 8.6 0 10 0 86.0 ft' 0 0.8 0 _18 S Exterior Frame-Wood Main 19 9 0 10 0 90.0 ft' 0 0.8 0 _19 E Exterior Frame-Wood Main 19 7 0 10 0 70.0 ft' 0 0.8 0 20 N ' Exterior Frame-Wood Main 19 9.5 0 10 0 95.0 ft' 0 0.8 0 _21 W Exterior Frame-Wood Main 19 1 0 10 0 10.0 ft' 0 0.8 0 22 S Exterior Frame-Wood Main 19 12 0 9 0 108.0 ft' 0 0.8 0 ---23 S Exterior Frame-Wood Main 19 7 0 9 0 63.0 ft' 0 0.8 0 ----24 S Exterior Frame-Wood Main 19 7.5 0 9 0 67.5 ft' 0 0.8 0 25 W Exterior Frame-Wood Main 19 21 0 9 0 189.0 ft' 0 0.8 0 _,26 N Exterior Frame-Wood Main 19 8 0 9 0 72.0 ft' 0 0.8 0 27 W Exterior Frame-Wood Main 19 11 0 9 0 99.0 ft' 0 0.8 0 28 N Exterior Frame-Wood Main 19 14 0 9 0 126.0 ft' 0 0.8 0 29 N Exterior Frame-Wood Main 19 7.5 0 9 0 67.5 ft' 0 0.8 0 30 E Exterior Frame-Wood Main 19 5 0 9 0 45.0 ft' 0 0.8 0 31 N Exterior Frame-Wood Main 19 8 0 9 0 72.0 ft' 0 0.8 0 32 E Exterior Frame-Wood Main 19 8 0 9 0 72.0 ft' 0 0.8 0 33 N Exterior Frame-Wood Main 19 9 0 11 0 99.0 ft' 0 0.8 0 _34 E Exterior Frame-Wood Main 19 13 0 11 0 143.0 ft' 0 0.8 0 35 S Exterior Frame-Wood Main 19 21 0 11 0 231.0 ft' 0 0.23 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 0.460000 0.1 01 0.010000 8/13/2013 12-43 PM EnergyGaugeg USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered, Proposed orientation. J Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screener: 1 E 1 None Low-E Double Yes 035 0.35 24 0 ft' 8 ft 0 in 1 ft 0 in None None 2 S 2 None Low-E Double Yes 0.35 035 15 0 ft' 1 ft 0 in 10 ft 0 in None None 3 N 4 None Low-E Double Yes 035 035 24.0 ft' 9 5 ft 0 in 1 ft 0 in None None 4 E 3 None Low-E Double Yes 0.35 035 12 5 ft' 1 ft 0 in 10 ft 0 in None None 5 N 5 None Low-E Double Yes 0.35 0.35 6 0 ft' 8 ft 0 in 1 ft 0 in None None _ 6 N 6 None Low-E Double Yes 0.35 0.35 96.0 ft' 8 ft 0 in 1 ft 0 in None None 7 N 7 None Low-E Double Yes 035 035 48 0 ft' 8 ft 0 in 1 ft 0 in None None 8 W 8 None Low-E Double Yes 0.35 0.35 62.5 ft' i ft 0 in 1 ft 0 in None None 9 W 10 None Low-E Double Yes 0.35 0.35 37 5 ft' 1 ft 0 in 10 ft 0 in None None 10 S 11 None Low-E Double Yes 0.35 0.35 33.8 ft' 1 ft 0 in 10 ft 0 in None None 11 S 12 None Low-E Double Yes 0.35 0.35 12.5 ft' 1 ft 0 in 10 ft 0 in None None 12 S 14 None Low-E Double Yes 0.35 0.35 2.6 ft' 1 ft 0 in 10 ft 0 in None None 13 S 15 None Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 10 ft 0 in None None _ 14 E 16 None Low-E Double Yes 035 0.35 25.0 ft' 8 ft 0 in 1 ft 0 in None None 15 E 16 None Low-E Double Yes 0.35 0.35 40.0 ft' 8 ft 0 in 1 ft 0 in None None 16 N 17 None Low-E Double Yes 0.35 0.35 15.0 ft' 8 ft 0 in 1 ft 0 in None None 17 S 18 None Low-E Double Yes 0.35 0.35 37.5 ft' 1 ft 0 in 2 ft 0 in None None 18 E 19 None Low-E Double Yes 0.35 0.35 12.5 ft' 1 ft 0 in 1 ft 0 in None None 19 N 20 None Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 20 S 22 None Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 21 S 23 None Low-E Double Yes 0.35 0.35 2.6 ft' 1 ft 0 in 1 ft 0 in None None 22 S 24 None Low-E Double Yes 0.35 0.35 2.6 ft' 1 ft 0 in 1 ft 0 in None None 23 W 25 None Low-E Double Yes 0.35 0.35 6.0 ft' 1 ft 0 in 1 ft 0 in None None 24 W 25 None Low-E Double Yes 0.35 0.35 25.0 ft' 1 ft 0 in 1 ft 0 in None None 25 N 26 None Low-E Double Yes 0.35 0.35 25.0 ft' 1 ft 0 in 1 ft 0 in None None 26 W 27 None Low-E Double Yes 0.35 0.35 30.0 ft' 1 ft 0 in 1 ft 0 in None None 27 N 28 None Low-E Double Yes 0.35 0.35 25.0 ft' 1 ft 0 in 1 ft 0 in None None 28 N 29 None Low-E Double Yes 0.35 0.35 6.0 ft' 1 ft 0 in 1 ft 0 in None None 29 N 31 None Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 30 E 32 None Low-E Double Yes 0.35 0.35 12.5 ft' 1 ft 0 in 1 ft 0 in None None 31 N 33 None Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 32 E 34 None Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 33 S 35 None Low-E Double Yes 0.35 035 25.0 ft' 1 ft 0 in 1 ft 0 in None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 'Wholehouse Best Guess 0.000300 1983.0 108.86 204.73 0.2843 4.9699 8/13/2013 12:43 PM EnergyGaugeG USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 HEATING SYSTEM # System Type Subtype __Efficiency Capacity Block Ducts 1 A Electric Heat Pump None HSPF 7 7 30 kBtu/hr 1 sys#1 1 B Electric Heat Pump None HSPF: 7.7 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 A Central Unit None SEER: 13 30 kBtu/hr 900 cfm 075 1 sys#1 1 B Central Unit None SEER: 13 24 kBtu/hr 720 cfm 075 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0 59 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply---- ----Return--- Air CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler Cff5GI25 OUT QN RLF Heat Cool 1 A Main 6 164 ft2 Main 68 ft2 Default Leakage Attic cfm (Default) 1 1 1 B Main 6 140 ft2 Main 58 ft2 Default Leakage Attic cfm (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar A r Ma ri Jun ri Jul rl Aug Se [ ]Oct Nov Dec HeatinJan Feb f X�Mar E Apr f Ma JunJul AuSep [ ]Oct NovDeVentin Jan Feb [X]Mar [X]A r [ Ma Jun JulAug Se [X]Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 s 8/13/2013 12:43 PM EnergyGaugeg USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 378 6th Street PERMIT #: Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors &outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to = R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%(82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. ,�ooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 8/13/2013 12 43 PM EnergyGaugeg USA-FlaRes2010 Section 405 4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 72 The lower the EnergyPerformance Index, the more efficient the home. 378 6th Street, Atlantic Beach, FL, 32233- 1 New construction or existing New(From Plans) 9 Wall Types Insulation Area 2 Single family or multiple family Single-family a Frame-Wood,Exterior R=19 0 3580.00 ft' b. N/A R= ft' 3 Number of units,if multiple family 1 c N/A R= ft' 4 Number of Bedrooms 4 d N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=38.0 1318.00 ft' 6. Conditioned floor area(ft') 2520 b Knee Wall(Vented) R=19.0 80.00 ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor Dbl,U=0.35 754.05 ft' 11 Ducts R ft' SHGC: SHGC=0.35 a.Sup: Main,Ret:Main,AH:Attic 6 140 b. U-Factor: N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 54.0 SEER:13.00 SHGC: d. U-Factor: N/A ft' 13.Heating systems kBtu/hr Efficiency SHGC: - a.Electric Heat Pump 54.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.628 ft Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14.Hot water systems z a.Natural Gas Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1318.00 ft EF:0.59 b.Raised Floor R=19.0 9.00 ft' c. N/A R= ft' b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building -VIAE ST Construction through the above energy saving features which will be installed(or exceeded) `0' AT6t in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. r,,;, •,:.:;_€';>;' '„ Builder Signature: _ Date: Address of New Home: City/FL Zip: - g 01) *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient vnortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name Miller Res-378 6th St Builder Name. Bosco Custom Homes Street: 378 6th Street Permit Office Duval City, State,Zip: Atlantic Beach ,FL ,32233- Permit Number: Owner Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGaugeg USA-FlaRes2010 Section 405.4 1 Compliant Software City of Atlantic Beach` APPLICATION NUMBER J� Building Department �� (To be assigned by the Building Department.) r; lei 800 Seminole Roads J Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 _ E-mail: building-dept@coab.us 1 Date routed: RD City web-site: http://www.coab.us __q — . APPLICATION REVIEW AND TRACKING FORM Property Address:3148 Vh 5*T nt review required Yes No Applicant: �� `�-�� tannin 8Zonin , re Administrator Project: t'w FIQ, (.( ublic Works tih ies� ublic Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: QApproved. XRenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Ae� Date: TREE ADMIN. Second Review: nApproved as revised. ❑Denied. PUBLIC WORKS Comments: L PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: Zd .2 FIRE SERVICES Third Review: QApproved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER 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 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:31 a Vh :S*T a n review required Yes Ao lop%Applicant: � a Hing 8�Zoning inistr r Project: Ntew 5 F� Works ublicti i ies- Fire y-- Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receiptof Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: E Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date:?—/7- 1-7 TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [—]Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 S1:LjI�� City of Atlantic Beach APPLICATION NUMBER s: - �� Building Department (fo be assigned by the Building Department.) 800 Seminole Road y Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 IL Dir E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address::5018 U 45*T Department review required Yes No Build' Applicant: Vn5 4 nrnn &Zoning ministraT0r Project: Ij Public Works is tilities u is afety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIC ION STATUS Reviewing Department First Review: Approved. ElDenied. (Circle one.) Comments: BUILDING J �e �•way�`cast 6i. u-J Ath �` o� ►''°L�'� �. . � _, _ ._ � r° ' 6 PLANNING &ZONING 1;4,e I'^ ✓>�� lS' I^ Reviled b Date: 14101a615 TREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 sari„ City of Atlantic Beach ��y APPLICATION NUMBER Js �� Building Department ' j 0Fe e assigned by the Building Department.) 800 Seminole Road 2Q��Atlantic Beach, Florida 32233-5445Phone(904)247-5826 • Fax(904)247-5845 j ilt E-mail: building-dept@coab.us routed: RD City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM <3 Property Address: 1 +h VT t review required Yes No Applicant: for Project: Ntew 5F �i (,� Public Works tic Utilities . c Safiety- Fire Services Review fee $ 62 Dept Signature � . Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ��]Approved. ❑Denied. (Circle one.) Comments: ((`` BUILDING PLANNING &ZONINGr Reviewed by: �___ Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. P WORKS Comments: BL UTILIT S PUBLIC SAFES Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 s �i r�.►�JrJ J� CITY OF ATLANTIC BEACH s� PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 (904) 270-2535 or (904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 9/11/13 Project Address: 378 6th St. No. of Units: 1 Commercial Residential X Multi-Family New Water Tap(s) &Meter(s) Existing Meter Size(s) 3/4" New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Name: Bosco Applicant Address: City: State: FL Zip: 32233 Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Water and sewer already exist for Water System Development Charge $ — previous home. No fees due. Sewer System Development Charge $ Water Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ Other $ TOTAL $ APPROVED: Donna Kaluzniak 9/11/13 (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED I( Site Information MILLER RESIDENCE FILE COPY Structural Engineer of Record � � ,,.� Geoffrey Wayne Gartner PE No.59328 PEX WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 15 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure B BCDL 05 psf BCDL 05 psf Occupancy Category II (Res) FBC2010 Residential/TPI-2007 Design Program: ITW VIEW v11.01.00 This Package inlcudes 26 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 1 378_6THST F01 7/16/2013 2 378_6THST F02 7/16/2013 3 378 6THST F03 7/16/2013 4 378_6THST F04 7/16/2013 5 378_6THST F05 7/16/2013 6 378_6THST F06 7/16/2013 V7 378 6THST F07 7/16/2013 8 378_6THST F08 7/16/2013 9 378_6THST F09 7/16/2013 10 378_6THST F10 7/16/2013 11 378_6THST F11 7/16/2013 12 378_6THST F12 7/16/2013 13 378_6THST F13 7/16/2013 14 378_6THST F14 7/16/2013 15 378_6THST FG 1 7/16/2013 16 378_6THST FG2 7/16/2013 17 378_6THST FG3 7/16/2013 18 378_6THST FG4 7/16/2013 19 378_6THST FG5 7/16/2013 20 378_6THST FG6 7/16/2013 21 378_6THST FGE1 7/16/2013 22 378_6THST FGE2 7/16/2013 23 378_6THST FGE37/16/2013 24 378_6THST FGE4 7/16/2013 Apex Technology E •. Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547- v a 4745 Sutton Park Court.Suite 402 Jacksonville,FL 32224(904)821-5200 a �® The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed Q: R above and attached.The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2 •• ��i '�• FLDe`••c'�� With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61015-23.002(2)and �- 19O'••.. .•• _1 T,% 611335-31.003 ofthe Florida Board of Professional Engineers 11-r gwO % \k /\ ow )% ; o - m 20 M \ � jk- 2 > zcn CL �k 0$ >i ®� /� > 2 = \ ± @ ± � a § R / \ / § > c \ � {�/ m 2 \\ / \ \ ! g o 0 \\ ; @ ma m » / f \ \ 2 ! 2 a m \ \\ / \ \ a @ ± \ , O 2 = ® � > e2 ma � > r _2 0. 0 / /y / / G C, / \ \ , @ � 3m ; G A G -G 2 \\ )j E O O 2 ¥ 2 x � 2 �\ /� > l % ± @E � z ' 0ro r1i ƒ \ � / r- O cn m § \ 0 5 / z @ C I > 7 � g a� r m 2 zv// @ 3 2 # » @ � o O 2 C) m ■ o z 2 S 378 6THST Ply:2 SEAN:8958/T31 FLOO MILLER RESIDENCE Qty: 1 FROM: DRW: B01 Wgt:0.0 lbs 07/16/13 T CB 10'1"2 19'9" 19'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions Ibs TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - - C 3052 /- /- / 15.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - - D 1153 /- BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - C Min Brg Width Req= 1.6 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - D Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing C Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(lbs) MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens.Comp. Spacing:24.0" Mf S Camber: C&C Dist a:NA ft 9 Specified P B-A 0 0 I:NA GCpi:NA Wind Duration:NA I VIEW Ver:13.01.04.0627.14 Lumber 1.9E Microllam LVL design properties based on ICC ES ESR-1387.Reissued 1 Feb.2011. Nailnote Nail Schedule:0.131"x3",min.nails Member . _Rows @__"o.c.(Each Row) Use equal spacing between rows and stagger nails in each row to avoid splitting. "'Warning Fastening of plies required— Special Loads ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) From 265 plf at 0.00 to 265 plf at 6.25 From 165 plf at 6.25 to 165 plf at 6.50 From 15 plf at 6.50 to 15 plf at 19.75 BC-2309 Ib Conc.Load at 6.38 Additional Notes Floor Joist Header:1.750"x18.0"1.9E Microllam LVL Deflection meets U360 live and U316 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is -109-1-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. F;1P E 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 378_6THST Ply:1 SEON:8964/T25/SY42 MILLER RESIDENCE City: 5 FROM: DRW: F01 Wgt:74.2 lbs I ... 07/16/13 7'110"8 4P 5-3" -I (TYP) _ I X3 = 5 III 1 3 IIIAM =ff5 III e3 = io 110'1„2 =3X4 =4X5[4] 1111X3 =3X4 K J 3X4 H 13'3" 7 Loading Criteria(Psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.121 D 999 360 L 729 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.189 D 840 240 H 729 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.020 H - - L Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.031 H H Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.430 Maximum Top Chord Forces Per Ply(Ibs) BCDL:NA sf TPI Std: 2007 Max BC CSI: 0.610 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 P Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.365 A-B 0 0 D-E 0 -1714 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: B-C 0-1720 E-F 0 -1707 I:NA GCpi:NA Plate Type(s): C-D 0-1720 F-G 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2-13B Bot chord 4x2 SP#2-13B L-K 1145 0 J-1 1714 0 Webs 4x2 SP#3-13B K-J 1720 0 I-H 1149 0 Lumber grades designated with"1313"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord A-L 0 -107 D-J 0164 No Size Shift Bite No Size Shift Bite L-B 0-1292 E-1 104 -149 [4] W4X5 2.001- 1.25 B-K 653 0 I-F 638 0 C-K 0 -253 F-H 0 -1297 Purlins K-D 10 0 G-H 0 -106 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 13.25 BC 120 0.00 13.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes +2x6 continuous strongback.See detail STRBRIBR0211 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-6-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAPE6X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 378 6THST Ply:1 SEQN:8974/1 /SY42 MILLER RESIDENCE Qty: 1 FROM: DRW: F03 Wgt:105.01bs / ... 07/16/13 10'6" 1'4"8 7'10"8 -i _2,6„ (TYP) P1112X4 =4X8 1112X4 =33X4 1112X4 =3X4 1112X4 =4X8 1112X4 m 1 101 2 3X8[5] =3X3 1112X4 =3X8[12] =4X5 O N M L K J =3X8 19191.- Loading 9'9"Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R IU /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.397 E 589 360 0 1088 /- /- / /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.621 E 376 312 J 1072 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.054 B - - O Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.085 B J Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing O Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.640 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.828 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.669 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA It FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -3742 I:NA GCpi:NA Plate Type(s): B-C 0-2968 F-G 0 -2995 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-2968 G-H 0 -2995 Lumber Additional Notes D-E 0-3738 H-1 0 0 Top chord 4x2 SP M-30 +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B recommendations. Lumber grades designated with"136"use design Truss must be installed as shown with top chord up. O-N 1730 0 L-K 3738 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is N-M 3643 0 K-J 1797 0 1-6-0. M-L 3742 0 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Pty(Ibs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [5) W3X8 4.25L 1.25 [12) W3X8 4.00 R 1.25 P-O 0 -10 M-E 37 -146 Purlins A-O 0 -105 L-F 173 -57 In lieu of structural panels or rigid ceiling use purlins O-B 0-1976 F-K 0 -1002 to laterally brace chords as follows: B-N 1405 0 G-K 26 -275 Chord Spacing(in oc) Start(ft) End(ft) C-N 0 -234 K-H 1359 0 TC 24 0.25 19.75 N-D 0 -766 H-J 0 -2028 BC 120 0.25 19.75 D-M 487 -235 I-J 0 -108 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.40"DL:0.28" recommended camber 3/8" End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 378_6THST Ply:1 SEAN:9001/T26/SY42 MILLER RESIDENCE Qty: 3 FROM: DRW: F05 Wgt:107.8lbs / ... 07/16/13 7„8 8. - 10'6" �-2,6„ (TYP) G qq g = X3 1112X4 F 3[10] 1112X4 QIII2X4 =3X8 3 1112C X4 D =PX8[131 1164 io 10'1"2 1 =3X8[5] =3X3 =3X8[12] P O N M L K =3X8 1112X4 =3X8 J Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSl Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.314 E 710 360 p 1039 /_ /_ /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.492 E 454 298 K 1039 /- /- /- !- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.044 K - - P Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.069 K K Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings P&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.429 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.673 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.620 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0°k)/10(0) Mfg Specified Camber: A_g 1 0 E-F 0 -3419 I:NA GCpi:NA Plate Type(s): B-C 0-2789 F-G 0 -2778 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-2789 G-H 0 -2778 D-E 0-3417 H-1 1 0 Lumber Additional Notes Top chord 4x2 SP M-30 +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B recommendations. Lumber grades designated with"136"use design Truss must be installed as shown with top chord up. P-0 1641 0 M-L 3416 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is O-N 3377 0 L-K 1636 0 1-6-0. N-M 3419 0 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [3] W3X8 4.25 L 1.25 [5] W3X8 3.75 L 1.25 [10] W3X3 1.25 L 1.25 [12] W3X8 3.75 R 1.25 Q-P 0 -10 M-F 154 -73 [13] W3X8 4.25 R 1.25 A-P 0 -105 F-L 0 -837 P-B 0-1874 G-L 0 -268 Purlins B-0 1303 0 L-H 1296 0 In lieu of structural panels or rigid ceiling use purlins C-0 0 -238 H-K 0 -1868 to laterally brace chords as follows: O-D 0 -667 I-K 0 -106 Chord Spacing(in oc) Start(ft) End(ft) D-N 383 -269 K-J 0 -10 TC 24 0.12 18.75 N-E 61 -84 BC 120 0.12 18.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.31"DL:0.20" recommended camber 1/4" End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 378_6THST Ply:1 SEQN:9047 I T21/SY42 MILLER RESIDENCE Qty: 2 FROM: DRW: F07 Wgt:67.2lbs / ... 07/16/13 5'3" - 1'10"8 5'3" _I --2'6"-' (TYP) IIIIJX3 =464[21 IIILC3 III ff3 =V4[7] III Y3 Tt 110'1„2 =3X4 =3X3[3] =3X3[6] =3X4 J I H G 12'4"8 7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.112 C 999 360 J 681 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.220 C 673 240 G 681 /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 B - - J Min Big Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.045 B G Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.597 Maximum ords Tens.Comp.Chord Forces P r Plensb Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.646 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.335 A-B 0 0 D-E 0 -1515 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: B-C 0-1515 E-F 0 0 l:NA GCpi:NA Plate Type(s): C-D 0-1525 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2-13B Bot chord 4x2 SP#2-13B J-1 1054 0 H-G 1054 0 Webs 4x2 SP#3-13B I-H 1525 0 Lumber grades designated with"l 3B"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord A-J 0 -106 D-H 215 No Size Shift Bite No Size Shift Bite J-B 0-1190 H-E 6011 0 [2] W4X4 2.25 L 1.25 [3] W3X3 1.25 R 1.25 B-1 601 0 E-G 0 -1190 [6] W3X3 1.25 L 1.25 [7] W4X4 2.25 R 1.25 I-C 0 -215 F-G 0 -106 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.12 12.25 BC 120 -0.12 12.25 Apply puriins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes +2x6 continuous strongback.See detail STRBRIBRO211 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-6-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer eAPE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 378 6THST Ply:1 SEQN:9081/T14/SY42 MILLER RESIDENCE Qty: 1 FROM: DRW: F09 Wgt:42.0 lbs I ... 07/16/13 �-9"4 1'4"8 --{ �- 1'8" -{ 1114X5 1113X8[0] B 1113X4 4 1114X55 exT 10'1"2 1 1112X4 =-4X4 1111X3 H G F E 4X5[3] 4'3"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R 1U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.027 C 999 360 H 941 /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.043 C 999 240 E 658 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 B - - H Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.005 B E Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.185 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.385 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.504 A-B 0 -624 C-D 0 -804 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: B-C 0 -624 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2-13B H-G 0 0 F-E 0 0 Bot chord 4x2 SP#2-136 G-F 860 0 Webs 42 SP#3-13B Lumber grades designated with"136"use design Maximum Web Forces Per Ply(lbs) values approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads A-H 0 -919 C-F 0 -582 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) A-G 1057 0 F-D 997 0 TC-From 50 plf at 0.00 to 50 plf at 4.31 B-G 0 -65s D-E 0 -648 BC-From 5 plf at 0.00 to 5 plf at 4.31 G-C 0 -320 PLT- 681 Ib Conc.Load at(0.96,11.55),(2.46,11.55) Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [O) W3X8 1.25 L 2.75 [31 W05 2.25 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 0.96 TC 24 0.00 2.40 TC 24 0.96 4.31 TC 24 2.40 4.31 BC 52 0.00 4.31 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-6-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 378_6THST Ply:1 SEQN:9102/T19/SY42 MILLER RESIDENCE Qty: 1 FROM: DRW: F11 Wgt:93.8lbs / ... 07/16/13 I f` 4,412 63,. .._4'1"8 1'3"4 1'2"8 1'2"8 1'2"8 1'1"8 (TYP) =3X3 FI 3 X3 = 3 A B C D E F G T ".r W L i�- 10'1"2 -3X3 '112X4 U T S R 3 3 P O IV 4X5 1112X4 �— 5'11"12 i 8111, _ 1,5.,4 i 15'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.032 H 999 360 V 470 /- /- I- /- /69.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.050 H 999 240 R 619 /- /- / /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 G - - N 620 /- /- /- /- /3.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.008 G M 12 /28 /- / / /15.5 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 V Min Brg Width Req= NCBCLL:10.00 g R Min Brg Width Req= 5.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.414 N Min Brg Width Req= 3.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.392 N Min Brg Width Req= 15.5 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.186 Bearings V,R.N,&N Fcperp=565psi. C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: l:NA GCpi:NA Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 1 0 F-G 11 0 Top chord 4x2 SP#2-13B B-C 1 0 G-H 0 -529 Bot chord 4x2 SP#2-13B C-D 1 0 H-1 0 -530 Webs 4x2 SP#3-13B D-E 1 0 I-J 54 0 Lumber grades designated with"13B"use design E-F 1 0 J-K 54 0 values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 1X3 except as noted. V-U 0 -1 Q-P 509 0 Purlins U-T 0 -1 P-0 530 0 In lieu of structural panels or rigid ceiling use purlins T-S 0 -1 O-N 527 0 to laterally brace chords as follows: S-R 0 1 N-M 0 1 Chord Spacing(in oc) Start(ft) End(ft) R-Q 0 1 TC 24 0.25 15.25 BC 120 0.25 15.25 Maximum Web Forces Per Ply(Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24"OC unless shown otherwise above. W-V 0 -8 0-1 54 0 End Vertical Attachment A-V 0 -60 I-N 0 -660 Attach notched end vertical(s)to next end vertical F-Q 0 -226 J-N 0 -221 using(3)qty.10d box or(0.128"x3"min)gun nails Q-G 0 -594 N-K 0 -81 through wide face or(3)qty.1-1/2"leg 16-Gage 1" G-P 65 0 K-M 30 0 wide(minimum)Crown staples on each narrow face. P-H 68 -28 M-L 1 -7 Additional Notes See detail STRBRIBRO211 for bracing and bridging Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. recommendations. Truss must be installed as shown with top chord up. B-U 0 -150 D-S 0 -132 The overall height of this truss excluding overhang is C-T 0 -130 E-R 3 -4 1-6-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 378_6THST Ply:1 SEQN:9025/T22/SY42 MILLER RESIDENCE Qty: 1 FROM: DRW: F13 Wgt:109.21bs / ... 07/16/13 , -�1 2 4 6'8"12 �.- .5,4„8�2,1.,8�__5'3" --T 2,6„-. 2'1"8 (TYP) Ag C D E F G H I J K L MN Z =3X4 3 W=3X4 =3X4 9 T ip,= 1 �1 o'r•2 3X3[5] =3X3[8] Y X W V U T S R1111X3Q P 4X5[2) =3X4 1111X3 1111X3 W=3X4 1111X3 1111X3 12'8"4 8'2"12 J 20'11" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.103 D 999 360 Y 688 1- /_ /_ /_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.161 D 923 240 V 837 /- /- / / /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.017 B - _ YO 52 Min Brg Width Req= 5.5/ /96.0 Des Ld: 55.00 EXP:NA HORZ(TL):0.026 B V Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Mise Criteria Creep Factor:1.5 V Min Brg Width Req= - Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.427 Bearings Y,V.&V Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.459 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.321 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. l:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 A-B 1 0 G-H 1 0 B-C 0-1469 H-1 1 0 Lumber Additional Notes C-D 0-1469 I-J 1 0 Top chord 4x2 SP#2-13B +2x6 continuous strongback.See detail D-E 0-1479 J-K 1 0 Bot chord 4x2 SP#2-13B STRBRIBRO211 for bracing and bridging E-F 0-1467 K-L 1 0 Webs 4x2 SP#3-13B recommendations. F-G 12 0 L-M 1 0 Lumber grades designated with"13B"use design Truss must be installed as shown with top chord up. values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs) 1-6-0. Chords Tens.Comp. Chords Tens. Comp. Plating Notes Y-X 1000 0 T-S 0 1 All plates are 2X4 except as noted. X-W 1479 0 S-R 0 -1 Plate Shift Table W-V 956 0 R-Q 0 1 JT Plate Lateral Chord JT Plate Lateral Chord V-U 0 -1 Q-P 0 1 No Size Shift Bite No Size Shift Bite U-T 0 -1 P-0 0 -1 [21 W4X5 2.75 L 1.25 [3] W3X4 2.25 L 1.25 [51 W3X3 1.25 R 1.25 [8] W3X3 1.25 L 1.25 Maximum Web Forces Per Ply(Ibs) [9] W3X4 1.75 L 1.25 Webs Tens.Comp. Webs Tens. Comp. Purlins Z-Y 0 -10 W-F 584 0 In lieu of structural panels or rigid ceiling use purlins A-Y 0 -104 F-V 0 -1104 to laterally brace chords as follows: Y-B 0-1143 V-G 0 -241 Chord Spacing(in oc) Start(ft) End(ft) B-X 535 0 M-0 0 -60 TC 24 0.12 20.54 X-D 0 -218 O-N 0 -8 BC 120 0.12 20.54 E_W 0 -251 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Maximum Gable Forces Per Pty(Ibs) End Vertical Attachment Gables Tens.Comp. Gables Tens. Comp. Attach notched end vertical(s)to next end vertical H-U 0 -81 K-Q 0 -130 using(3)qty.10d box or(0.128"x3"min)gun nails I-T 0 -144 L-P 0 -150 through wide face or(3)qty.1-1/2"leg 16-Gage 1" J_R 0 -132 wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Business No.7547 4745 Sutton Pak Court,is a fictitious name owned by 402,Jacksonvilex llle,IFL 21224-904.821.5200 rFlorida Engineer rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray SW PE No.60839 PE No.58544 PE No.71457 378_6THST Ply:2 SEAN:8954/T24 I FLAT MILLER RESIDENCE Qty: 1 FROM: IDRW: FG1 Wgt:140.0 lbs I ... 07/16/13 1'5"12 2'9"12 4' 6'8" 7'10"4 9'2"4 1 10'8" 1'5"12 1'4" 1'2"4 2'8" 1'2"4 1 1'4" 1 1'5"12 4X5[5] 1112X4 =5X5[16] A5X5[1] B =4C4[7] p IIIX4 = X4 =45[14] H �,N I -14A SO 10'1"2 1114 P 0 =4X4[6]q M L K=4X4[13 1114 55X5[4] =4X4[8] =3X4[111 =5X5[%., 1212 1'4"4 2'11"12 14 1'4" • 11 12 1 1'4"4 3'10"4 1 6'10" 87" 9'6" 1 108" �'i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.069 E 999 360 P 3255 /- /- / / /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.140 E 913 240 1 3642 /- /- / / /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 A - - P Min Brg Width Req= 5.5 Des LF 55.00 EXP:NA HORZ(TL):0.037 A I Min Brg Width Req= - Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing P Fcperp=565psi. NCBCLL:10.00 g Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.619 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.439 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.985 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: q_g 0-1509 E-F 0 -3840 I:NA GCpi:NA Plate Type(s): B-C 0-2864 F-G 0 -2999 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-3826 G-H 0 -1630 D-E 0-3927 Lumber Purlins Top chord 2x4 SP M-30 In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense-13B to laterally brace chords as follows: Webs 2x4 SP#3-13B:W13 2x4 SP#2-13B: Chord Spacing(in oc) Start(ft) End(ft) Chards Tens.Comp. Chords Tens. Comp. Lumber grades designated with"1313"use design TC 24 -0.12 10.54 P-0 8 0 L-K 3259 0 values approved 1/30/2013 by ALSC BC 120 10.54 O-N 1900 0 K-J 2051 0 Apply purlins to any chords aboveve o or below fillers N-M 3129 0 J-1 10 0 Nailnote at 24' OC unless shown otherwise above. Nail Schedule:0.131"x3",min.nails The of this truss shall be braced with attached M-L 3927 0 Top Chord:1 Row @ 2.50"o.c. spanss at 24"OC in lieu of structural sheathing. Maximum Web Forces Per Ply(Ibs) Bot Chord:1 Row @12.00"o.c. Hangers/Ties Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Recommended hanger connections are based on A-P 0-1515 E-L 0 -676 in each row to avoid splitting. manufacturer tested capacities and calculations. A-0 2068 0 L-F 854 0 Conditions may exist that require different connections 0 -1037 Special Loads than indicated.Refer to manufacturer publication for O-B 0-1560 F-B-N 1419 0 K-K K 1395 0 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) additional information. N-C 0-1054 G-J 0 -1679 TC-From 300 plf at 0.00 to 300 plf at 10.67 Bearing at location x=10'5" uses the following C-M 1026 0 J-H 2231 0 BC-From 5 plf at 0.00 to 5 plf at 10.67 support conditions: 0 _785 H-1 0 -1700 TC- 729 lb Conc.Load at 2.00,4.00,6.00,8.00 Simpson HTU26-2 w/(2)1.75x18 1.9E Microllam LVL supportinb4m9)nber. 9.50 (20)0.148"x3"nails into supporting member, Plate Shift Table (1 4)0.148"x3"nails into supported JT Plate Lateral Chord JT Plate Lateral Chord member. No Size Shift Bite No Size Shift Bite [11 W5X5 2.00 L 1.25 [41 W5X5 2.00 R 1.25Additional Notes [5] W4X5 S 1.25 [6] W4X4 1.75 R 1.25iruss must be installed as shown with top chord up. [71 W4X4 S 1.25 [81 W4X4 S 1 25fhe overall height of this truss excluding overhang is [11] W3X4 2.25 R 1.25 [13] W4X4 2.25 R 1.251.6-0. [14] W05 S 1.25 [15] W5X5 2.25 L 125 [16] W5X5 2.25 R 1.25 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 378_6THST Ply:2 SEAN:9121/T18/FLAT MILLER RESIDENCE Qty: 1 FROM: DRW: FG3 Wgt:81.2 lbs I ... 07/16/13 1'11"4 37' 5'2"12 7'2n 1'11"4 1'7"12 1'7"12 1'11"4 A 3X3 =B 4 III 2CX4 =3pX4 = 3X3 T I Li SO 10'1"2 3X43X4 Fi G= FII 4 J 112X4 17"12 1'11"4 1'114 17"12 1,7„12 3.7„ = 5,6„4 7.2.. Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) Loading Criteria(psf) Wind Criteria Loc R /U /Rw /Rh /RL /W TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.005 C 999 360 J 394 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.008 C 999 240 F 394 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 A - _ F Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.002 A Bearings J&F Fcperp=565psi. NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.044 Maximum lop Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.080 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0” MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.119 C&C Dist a:NA it FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 -202 C-D 0 -293 I:NA GCpi:NA Plate Type(s): B-C 0 -293 D-E 0 -202 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2-138 Bot chord 2x4 SP#2-136 J-I 2 0 H-G 236 0 Webs 2x4 SP#3-13B I-H 236 0 G-F 2 0 Lumber grades designated with"138"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Nailnote A-J 0 -190 H-D 70 0 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. -I 249 0 D-G 0145 I Bot Chord:1 Row @12.00"o.c. -B 0 -145 G-E 249 0 Webs :1 Row @ 4"O.C. B-H 70 0 E-F 0190 Use equal spacing between rows and stagger nails C-H 0 -73 in each row to avoid splitting. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.17 BC 86 0.00 7.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-6-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 378_6THST Ply:2 SEQN:9136/T1/FLAT MILLER RESIDENCE Qty: 1 FROM: DRW: 107.8lbs FG5 Wgt: / ... 07/16/13 2'5"4 3'8"3 4'11"1 6'3"12 8'9" 2'S"4 1'2"15 17"15 1'4"11 2'5"4 A4X4[1] =B 4 1112CX4 =3pX4 =E 4 =4X5[121 10'1"2 H 1113X4 G 4X4[4 ] =3X8 =3X4 =4X5[11] 1112X4 21 41'6'15 1'67 1'57 21 2 1 4 3'8"3 5'2"9 6'8" 8'9" Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) Loading Criteria(pst) Wind Criteria Loc R /U /Rw /Rh /RL /W TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L!# TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.043 C 999 360 L 1704 /- /- /_ /_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.067 C 999 240 G 2248 /- /- I- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.011 A - - L Min Brg Width Req= 5.5 EXP:NA HORZ(TL): 0.017 A G Min Brg Width Req= 3.5 Des Ld: 55.00 Bearings L&G Fcperp=565psi. NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.819 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.255 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.834 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber. A-B 0-1340 D-E 0 -1958 I:NA GCpi:NA Plate Type(s): B-C 0-1908 E-F 0 -1570 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1908 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense-1313 to laterally brace chords as follows: Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) L-K 11 0 I-H 1786 0 TC 24 0.00 8.75 K-J 1538 0 H-G 19 . 0 Lumber grades designated with"l 3B"use design BC 105 0.00 8.75 J-1 1983 0 values approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Nailnote Maximum Web Forces Per Pty(Ibs) Nail Schedule:0.131"x3",min.nails The TC of this truss shall be braced with attached Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @ 3.25"o.c. spans at 24"OC in lieu of structural sheathing. Bot Chord:1 Row @12.00"o.c. Additional Notes A-L 0 -778 -I 0 99 Webs 1 Row @ 4"o.c. A-K 1501 0 I-E 247 0 Use equal spacing between rows and stagger nails Truss must be installed as shown with top chord up. K_g 0 -789 E-H 1 860 1751 in each row to avoid splitting. The overall height of this truss excluding overhang is B_J 499 0 H-F 0 1-6-0. C-J 0 -279 F-G 0 -1031 Special Loads J-D 0 -101 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 50 pIf at 0.00 to 50 plf at 8.75 BC-From 5 pff at 0.00 to 5 Of at 8.75 TC- 771 Ib Conc.Load at 2.00 TC- 839 Ib Conc.Load at 4.00 TC- 681 Ib Conc.Load at 6.00 TC- 923 Ib Conc.Load at 7.50 BC- 257 Ib Conc.Load at 6.46 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite IlW4X4 2.501.25 141 W04 1.50R 1.25 If 1]l W4X5 1.75 LR 1.25 (12] 4X5 1.75 R 1.25 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Bus ness No.7547 4745 Sutton Park Court,is a fictitious name owned Su to 4Jax 02,Jacksonvilex llle,IFL 321224a 904.821.5200 Florida Engineer fAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 378_6THST Ply:1 SEQN.8960/T12 I SY42 MILLER RESIDENCE Qty: 1 FROM: DRW: FGE1 Wgt:73.1lbs / ... 07/16/13 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1 2 8 1'2"8 8 4 1,3„4 A B C D E F G H I J K T °� X - 1 ,o, 2 112X4 V U T S R Q P O N 1112X4 13'3" 13'3" Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl U# Loc R 1U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 M 1432 /- /- /- /- /159 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.000 B 999 240 W Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - Bearing W Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL):0.002 B - - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.203 Chords Tens.Comp. Chords Tens. Comp. BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 F-G 0 0 Load Duration:1.00 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.mb g_C 0 0 G-H 0 0 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0 0 H-I 0 0 1:NA GCpi:NA Plate Type(s): D-E 0 0 I-J 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 E-F 0 0 J-K 0 0 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#3-13B Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#3-13B The overall height of this truss excluding overhang is Webs 4x2 SP#3-13B 1-6-0. W-V 0 0 R-Q 0 0 Lumber grades designated with"1313"use design V-U 0 0 Q-P 0 0 values approved 1/30/2013 by ALSC U-T 0 0 P-0 0 0 T-S 0 0 O-N 0 0 Bracing S-R 0 0 N-M 0 0 Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building Maximum Web Forces Per Ply(Ibs) designer. Webs Tens.Comp. Webs Tens. Comp. Fasten rated sheathing to one face of this frame. X_W 0 -9 K-M 0 -30 A-W 0 -59 M-L 0 -8 Plating Notes All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(Ibs) Purlins Gables Tens.Comp. Gables Tens. Comp. In lieu of structural panels or rigid ceiling use purlins g_V 0 -150 G-Q 0 -134 to laterally brace chords as follows: C-U 0 -129 H-P 0 -132 Chord Spacing(in oc) Start(ft) End(ft) D-T 0 -134 1-O 0 -137 TC 24 0.25 13.00 E-S 0 -133 J-N 0 -116 BC 120 0.25 13.00 F-R 0 -133 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Bus ness No.75is a fictitious name owned 47 4745 Sutton Park Court,by 402,Jacksonvilex llle,IFL 321224a 904.821.5200 Florida Engineer eAPIEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 378_6THST Ply:1 SEQN:8995 I T7/SY42 Qty; 1 FROM: DRW: MILLER RESIDENCE I ... 07/16/13 FGE2 Wgt:137.8 lbs Page 2 of 2 B-AR 47 -81 L-AG 42 -74 C-AQ 40 -70 N-AF 42 -72 D-AP 42 -72 O-AE 42 -72 E-AO 41 -72 P-AD 42 -72 F-AN 42 -72 Q-AC 42 -72 G-AM 42 -72 R-AB 42 -72 H-AL 42 -72 S-AA 41 -71 1-AJ 42 -72 T-Z 43 -75 J-Al 42 -72 U-Y 33 -58 K-AH 42 -72 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Business No.754is a fictitious name owned 7 4745 Sutton Pak Court,Sute 402,Jacksonville,ex FL 321224-904.821.5200 Florida Engineer ® Jeffrey P Arneson Derek B Murray Michael G Kozlowski PE No.60839 PE No.58544 PE No.71457 378_6THST Ply:1 SEAN:9038/T8/SY42 MILLER RESIDENCE Qty: 1 FROM: DRW: FGE4 Wgt:61.7 lbs I ... 07/16/13 �— 1'3"4 1'2"8 17-8 1'2"8 1'2"8 1'2"8 1'2"8 1'3"4 A B C D E F G H I T M- J Zo 10'1"2 1112X4 Q P O N M L III 04 11'2" 7 11'2" J Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 1 999 360 S 74 /_ /_ /_ /_ 15.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.001 1 999 240 K 1129 /- /- / / /128 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 K - - S Min Erg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 K S Min Erg Width Req= - Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings S&S Fcperp=565psi. NCBCLL:10.00 g Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.203 NA psf TPI Std: 2007 Max BC CSI: 0.035 Maximum Top Chord Forces Per Ply(Ibs) BCDL: Load Duration:1.00 p Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.035 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A_B 0 0 E-F 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 F-G 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0 0 G-H 0 0 D-E 0 0 H-1 0 0 Lumber Additional Notes Top chord 4x2 SP#3-13B See detail STRBRIBRO211 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#3-13B recommendations. Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B Truss must be installed as shown with top chord up. Lumber grades designated with"l 3B"use design The overall height of this truss excluding overhang is S-R 0 0 O-N 0 0 values approved 1/30/2013 by ALSC 1-6-0. R-Q 0 0 N-M 0 0 Q-P 0 0 M-L 0 0 Bracing P-0 0 0 L-K 0 0 Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building Maximum Web Forces Per Ply(Ibs) designer. Webs Tens.Comp. Webs Tens. Comp. Fasten rated sheathing to one face of this frame. T-S 0 -9 I-K 0 -58 Plating Notes A-S 0 -58 K-J 0 -9 All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(Ibs) Purlins Gables Tens.Comp. Gables Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B_R 0 -150 F-N 0 -134 to laterally brace chords as follows: C_Q 0 -129 G-M 0 -129 Chord Spacing(in oc) Start(ft) End(ft) D_P 0 -134 H-L 0 -150 TC 24 0.13 10.79 E-0 0 -133 BC 120 0.13 10.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s) ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000088 Date 1/22/14 Property Address . . . . . . 378 6TH ST Application type description MECHANICAL GAS PIPING Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 0 -------------------------------------------------------------- Application desc gas outlet ----------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- MILLER, KENNETH ROBERT AEI INTERNATIONAL CORP. 378 6TH STREET 7709 ALTON AVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 724-9771 -------------------------------------------------------- Permit . . . . . . MECHANICAL GAS PIPE PERMIT Additional desc . Permit Fee 85 . 00 Plan Check Fee . 00 Issue Date . . . Valuation 0 Expiration Date . . 7/21/14 ---------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 -------------------------------------------------- Fee summary Charged Paid Credited ----Due--- ----------------- ---------- ---------- ------ Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 89 . 00 89 . 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: PERMIT# 9 3 PROJECT VALUES NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION REUIREDLLATION Air Conditioning: Unit Quantity Tons Per Unit Q Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM FIRE PREVENTION 3 sets of plans) Fire Sprinkler System Quantity (Requires Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets _ Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters __ ___ Solar Collection Systems Z� _ Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name'-go SC B �d�.-� a �'r n�i-�x '�o t✓� n c Phone Number 2- y w ' o-ti Mechanical CompanyQ� Z��/ ��/' d6� e.�las Sc. �, s Office Phone ?�/-�,,. Fax-7,21--33iro Co. Address: -t 7 C9 a i--7 City r4,-ks'o.�t��/fie- State >2/ Zip 3L� License Holder (Print): State Certification/Registration# 9 Notarized Signature of License Holder Sworn and subscribed before me this �°Zhd day of QY1l.�/' 20 te of Fonda RNEEI ee McGu� ignature of Notary Public F F 033716 CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003378 Date 1/30/14 Property Address . . . . . . 378 6TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 335000 ------------------------------------------- Application desc NEW SFR ------------------------------------------ Owner Contractor _ ------------------------ MILLER, KENNETH ROBERT BOSCO BUILDING CONTRACTORS 378 6TH STREET 2158 MA . RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -----Flood ---- - FloodZoneZONE ------------------- -------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . HAMMOND AIR CONDITIONING INC 00 Permit Fee . . . . 95 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/29/14 -------------------------------------- Special Notes and Comments NEW HOME AND PAVER ROW Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Construction parking only at this lot . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line . Reiinnfforc�inyg�1rods �yorrVmesh area not allowedinthe�T PERMIT ISrA�IRiO�E1Q NL 1CCUKI3AN WI7�ALLeyf- OF ATLANTIC BEACH'ORDINA'NCE�SpANDtTHE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH s f 800 SEMINOLE ROAD N� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number 13-00003378 Date 1/30/14 ------------------------------ Special Notes and Comments line . Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---- -- - ---- -- --------------------------- ____ ---------------- - - -- ------- STATE MECH DCA SURCHARGE 2 . 00 Other Fees STATE MECH DBPR SURCHARGE 2 . 00 ________ ------ ------ Fee summary Charged Paid Credited --------- ---------- ------- . 00 . 00 95 . 00 95 . 00 Permit Fee Total 00 00 . 00 Plan Check Total • 00 . 00 4 . 00 4 . 00 . 00 Other Fee Total 00 . 00 Grand Total 99 . 00 99 . 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 2 Ph(904) 247-5826 Fax(904)247-5845 �✓ t--k` PERMIT# JOB ADDRESS: Lre�--� PROJECT VALUE $ ARI# SJ0500 9 REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING &LHATINIG SYSTEM INSTALLATION Air Conditioning: Unit QuantityTons Per Unit 'L.SHeat: Unit QuantityBTU's Per Unit 30 ova Seer Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Quantity (Requires uires 3 sets of plans) Fire Sprinkler System Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name fy\l�t,- Phone Number Ct 64-1-4 1 Mechanical Company H" Office Phon&4-1 -�, `bFax�i -3 Co. Address: City �r,�l' �� \1� State. Zip��Z,l License Holder riot - �Q ,�zti N>Ftr�rv.�..�n State Certification/Registration# aulLu s o -.: Notarizedsl, R'"Y of License Holder „ Before me this day 20 Signature of No CITY OF ATLANTIC BEACH is) 800 SEMINOLE ROAD J r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number 13-00003378 Date 2/14/14 Property Address . . . . . . 378 6TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 335000 -------------------------------- Application desc NEW SFR ------------------------------- Owner Contractor -------------- ------------------------ ---------- MILLER, KENNETH ROBERT BOSCO BUILDING CONTRACTORS 378 6TH STREET 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . ZONE X ----------------- Permit . . . . . . W/W/O ELECTRICAL PERMIT Additional desc 200AMP, 240V, 1PHASE Sub Contractor ERICKSON ELECTRICAL CONTRACTOR . 00 Permit Fee . . . . 250 . 00 Plan Check Fee . Issue Date . Valuation . . . . 0 Expiration Date . . 8/13/14 ---------------------------- Special Notes and Comments NEW HOME AND PAVER ROW Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Construction parking only at this lot . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the PERMIT ISYt& IFDjJN"a7 ACCOlMliMUIKITdr%i L&3',p1W�idt3;t148EA"'OR01NA PftVtTj4E FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003378 Date 2/14/14 ---------------------------------------------------------------- Special Notes and Comments line. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ----------------------------------------------------- Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 3 . 75 STATE ELEC DBPR SURCHARGE 3 . 75 --------------------------------------------------- Fee summary Charged Paid Credited ----Due--- ----------------- ---------- ---------- ------- Permit Fee Total 250 . 00 250 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 7 . 50 7 . 50 . 00 . 00 Grand Total 257 . 50 257 . 50 . 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 W V Iv 800 Seminole Rd,Atlantic Beach, FL 32233 �/ Ph(904/) 247-5826 Fax (904) 247-5845 B ADDRESS: PERMIT# JOU JEA INFORMATION REQUIRED ON ALL PERMITS AMPS �y VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead Underground ❑T Underground up Pole ❑Residential(Main)Service ❑0-100 amps ❑101-150amps \;k4f1-200amps ❑ amps #of Meters ❑Commercial(Main) Service ❑0-100 amps ❑101-150amps ❑151-200amps []-amps ❑CT Service amps Conductor Type Size []Multi-Family(Main)Service s # of Unit Meters ❑0-100 amps F1101-150amps 11 151-200amps ❑ amp ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps ❑200amps ❑ amps ❑CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-3 Damps 31-l 00amps 101-200amps 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 El ❑Smoke Detectors_Qty r iTransformers KVA 11 Motors hp ❑ FIRE ALARM SYSTEM (Requires 3 sets of plans) VAL UE OF WORK$ Qty volts/amps REPAIRS/MISCELLANEOUS []Replace Burnt/Damaged Meter Can [I Safety Inspection ❑Panel Change Li OH to UG ❑Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether does not give authority to violate the provisions of any other state or local law regulation construction or the performance of specified or not. The permit construction. �� (r �C Phone Number 7 - g D 9 0 Property Owners Name Electrical Company ; l K 50�) �L.(= Crit'►C. 1- Office Phone 10�1983b Fax 35-9,71 5J� 3 f A C H L✓.D City J A X State L Zip Co.Address: / � 3a `� ��1 Lj N State Certification/Registration# C=f D Do 13 a a License Holder(Print): Notarized Signature of License Holder *4�: Before met is�tk_&Y 20 Signature of Notary Public 01/08/2009 08: 01 19046419838 1 PAGE 04104 81/9112009 04:33 19046419638 1 PAGE 08104 '' • ' r.` EARLY POWER AAGREEwNT& RELEASE CjTY OF ATLANTIC BEACH Electric power is ieIuestrd now under the conditions and tams of this fully mcectgc d Agymment Rakaae Sob A4dn;sa: Permit No, � Service Type(Ctrele Ore). Overhead ndergtoan Wa„t?ae u"knigOW Gemara!CmWbctm and MectricinN urk*rstand and agree; 1. uFAMy Fewer isp�y for our dean �Y �� ' > substtiutc!tx Fina)ltrspettiOC�s or the Cerciicsr of R is at mr� Issued « cul7'. and as suc>a n it the dtscnMM of the B�Official, 2 inqxwflbm The CitV ofnnWhom �u hac ve prior A ip�v eincit�ing Dd �Y D es�erSiang All rough 3. Ocet�gr use of she ttgrw conszruct;a„ bel a onnxl C/O t�t]'itdnleW of the earl o�fe��nr tcx. Such aeuaar► e3�y�rbheti and pa>''��y '17te Cary of l VelP Ordinaricea. A vio atitrn of this A reach in a n r pc>Smpt rcrrrova) of a of tri varvips allot a�wemyft►ur nnt�e. 4, early t'ow rel caeG atrtl icy i the i✓] trfan and/ on r. must not ocatr before: a g�� &-vk- a end fixtum ars mstAled(or iced �. Tho eke. Mpleft with b� �lid wyer, d(labeimg required furs!inape��tian}. is T 7`am � ��e3er.4rit�l�treck. e, ctnt is m wrth prary nes sum lspleyad{P+Gnnart numbers am required fat C/O) S, This f6fly eomplotod form is to be subrrritted to the BWWeng pepan,mexn by hand,mail or fax. 6. Future such Agreetmenttx will zcrt be accepted from them who violate*my ane of the xbwe items, CONTRACTOR � t2ATE 3 /lI l if PRJ?I T NAME ,ELECTRICIAN DATE ?21AOto \4- PIUNTNAME SM Sernirtole Road,AtMde barh FL 32133 Pharma:(904)?47-5826 Par(904)247-5345 t\,ar::Nl\'\\,Myl7.en revised 01 311119