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1636 ATLANTIC BEACH DR new home docs CITY OF ATLANTIC BEACH Sl 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFR-734 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME Estimated Value: $500,000.00 Issue Date: 5/4/2015 Expiration Date: 10/31/2015 PROPERTY ADDRESS: Address: 1636 ATLANTIC BEACH DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - PERMIT INFORMATION: FEES: PLAN CHECK FEES $840.00 BUILDING PERMIT FEE $1,680.00 STATE DCA SURCHARGE $25.20 SEWER SDC-SYSTEM DEV CHG $4,050.00 UTIL REV RESIDENTIAL BLDG $50.00 WATER CONNECT/TAP & METER $370.00 WATER CROSS CONNECTION $50.00 IVATER$DQ4Yrbb DEXtOA&NCE$)d;A4Wffl CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. sT; CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD XATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 STATE DBPR SURCHARGE $25.20 Total Payments: $8,230.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r 1, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 0ii19, DRIVEWAY PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-DWAY-879 Job Type: DRIVEWAY Description: paver driveway Estimated Value: Issue Date: 5/4/2015 Expiration Date: 10/31/2015 PROPERTY ADDRESS: Address: 1636 ATLANTIC BEACH DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - PERMIT INFORMATION: PUBLIC WORKS: UTILITY DEPT.: 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. All silt must remain on-site during construction. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) Full right-of-way restoration, including sod, is required. Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. Ensure all meter boxes, sewer cleanouts and valve covers are set to qrade and visible.FL RIDn BUILDING CODES. Vj CITY OF ATLANTIC BEACH s f 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 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. FEES: Fence/ROW $35.00 Total Payments: $35.00 PERMIT IS APPROVED ONLI' IN ACCORDANCE WITH ALI, CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION COPY CITY OF ATLANTIC BEACH FILE 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 1 ��_ Job Address: r�4 /�� 3lQ kCl.l�iC (�QCh �C�tVQ Permit Number: U-7- -32 08-2 -2qE+ia 4-hc! Parcel# Legal Description Description corvi•Cs� Club ! Lo+ let�d/cooled2-329 oor Area o Jnon-heated/cooledPro osed Work h Valuation of Werk S i' Class of Work(circle one): e Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial de If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No Florida Product Approval# For multiple products use pro uct approval form Describe in detail the type of work to be performed: Al 0AL) o&51r-a C_-ACA-1 5 --- Property Owner Information: Name: wc i 440m e S or �NC Address: �� City J ac,Y_SoNV i t P State 1 L ip aid 3 Phone �7U5 5 E-Mail or Fax# (Optional) (AOL-VA- Contractor l0.}� Contractor Information: Company Name:kw Stc.Ao- ;4� )wRL_ E b _.!L,�Ne- Qualifying Agent: } State Zip Zlp Address: S(�l.nr_Q Ctty Office Phone ', 1% � Job Site/Contact Number Fax# State Certification/Registration# 1 4,13,5 Architect Name&Phone# L- a Engineer's Name&Phone# 2. Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address work or installation has commenced rior the issuance permit and that all work will be perforto obtain a med to meet the standards of allllaws regulatinns as atconstructi certify inathis jurisdiction. This permit becomes null andtvoid if work is not commenced within six(6)monks,or JI construction or work is suspended or abandoned a period of six f6)months at any time after work is commenced. I understand that separate permits must be secured for electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,[seaters, Tanks and Air Conditioners,etc. WARNING TO OWNER• O R FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWI FOR MPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING CONS WI HYO LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCME ppawsrovisionso y f be complied certify that spe eddex her n�oe no�is7he 1 rantin as a rm t doestnot presume to give authorite to be true and correct. y to violate or cancel the provis on sof any o�her�ederaC,state,orll local law regulating co stuc on or t arm o n n. Signature of O er: Signature of Contractor: Print Name: A _ Print Name: SSo- aysofscri e f re me Sworn o and subscrib re me 20 ind 20thi O`Day of 'i 1c . to tc u �.��►�t„ Notary Public State of Florida Pve� Notary Public State of Florida Amber Atteberry Amber Atteberry c hty Commission EE 850279 My Commission EE 850279 gy, o� Expires 11108/2016 Expires 11/08/2016 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA B UK DING DE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: ' t a Development Size Habitable Space J 359 s.F Non-Habitable // 7? S't--: Impervious area Miscellaneous Information Occupancy Group - 3 Type of Construction Number of Stories a Zoning District !� Max. Occupancy Load Fire Sprinklers Required Flood Zone JI 6 Conditions/Comments: ket l seol PFC min, rnu✓y) --T I •� s FILE COPY REVISION BPS S- SFI - 7 3 SIT .PLAN DIG� � �o/ LOT 154 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 1 AS RECORDED IN PLAT BOOK 67, PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. p DENOTES CHEMICAL TOILET UNE TABLE PLAT LINE GRAPHIC SCALE r-• DENOTES PROPOSED CONCRETE LINE DIRECTION LENGTH 30 D is ao LI(P) S75'3735•W 160.00 DENOTES PROPOSED PAVERS LAP) 575s275W eaoD ® DENOTES WOOD DECKING LXP) m>zas'F 6a0o BOC — DENOTES BACK OF CURBFrj� IK FEET EOP — DENOTES EDGE OF PAVEMENT 1� 1 inch = 30 St �_°,i— DENOTES FUTURE 4" TREE 2 2qr� ` ®— DENOTES DRAINAGE MANHOLE (Srr N • P m N� CZ SOT �g2 • LOS V53 i ' '� �'�� A)��t J ' 8.5 qp P f 1 o� 20.83' 20.83' t „rte '.�� NOELS cA - 2 111% V,Y lot'E oa 6z2 �, NL `• ✓ Zym :�,� pytµY 1 LJ 5 y Z yrlI1LVP 9.2 a s ST.ad 6 • �>- L.. � 5.00' 1 E r 5.00' LO Sq.m N� T; 4p0 Sq.�' Te O ✓ a+ c HHCE $ _ 00 N G� ✓ '� �Ff �'0 �- � ' 5.00'M. 3tJ o _ �D.ao• V V / sap°' �.G .....1n 5.00' N L2 10.00'8.7 a' �stTNs ,50 ,_ 9.3 10.00' 1p �+�I L.A 1 lea: X_'(1E - 1.b 09 o j J F DONT-20`FEET MOM FACE OF GARAGE TO BACK OF RIGHT OF NAY AND IMPERVIOUS COVERAGE t0 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; 11iQtY.0U5$Q FL LDi$4 Ft 1< EXCEPT C'JRNER/OCUBLE-FRONTALS LOTS FOR WHICH THE NW-ADDRESS FRONT/StOE 4NANUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING 3,410 Sa FL 5.400—R 83'A FACE TO BAETL OF RIGHT OF WAY. GCN'R` NOTES, 'O t.BEARINGS ARE BASED CN THE CENTERUNE 0 ATLANTIC BEACH DimE AS BEING S112T25'E Z.CLEVATGNS SHOWN HEREON ARE BASED ON RAW 1988. 7.THE LINOS SHOWN HEREON LIE WTHN 8000 ZONE•x'k'%SHADED•AS DEPICTED ON TME ROOD INSURANCE RATE YAP(F jEM. COMMUNITY NUMBER 3 ME PAREL H NUMBER HEREON E WITHTED..BRIE 1'ONE THE 8000 ZONES SHOWN CN THIS STE PLAN ARE SCALED C=i OF THE L.EYA F.I,R.M.YAPS AND ARE FOR REFERENCE ONLY.THE F.IR.M.INFORMATION AN DELINEATION ON THIS SITE PIAN ARE VAUO ONLY FOR DATES UP TO AND INCLUDING THE GATE OF 1H6 ` SITE DLµ,THERE YAT BAF£BEEN SUBgOUENT RE=S AFTER TWS DATE THAT WILL SUPERSEDE SAID NFCRMATCN.NOAR�$SHOULD BE MME 70 THE SOC BREAKDOWN¢T...n COMMUNITY$ROOD PUNS MANAGEMENT REPOSTONY,DEPARTMENT a PUBLIC WORKS.OTY OF ATLANTIC BEACH. TOTAL LOT AREA S,400 SG•Ft. t 4.FLOOD YAPS REFERENCED HEREON ARE BASED OR NAVO 1988. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES K NO Ilt flOVEYEtiTS,OTNEA MAH THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. R TO CURB 0 S4.Ft. 6.ADDITIONS DELETIONS AND/ORµ1 WRITTEN INFORMATION ADDED TO THIS YAP AND/OR REPORT G PRGN:91TE0 A':D I$NOT AUTHORIZED BY THE SGlING GROSS SOD AREA S. SO. L SURVEYOR. 7.THIS MAP IS INTENAED ro BE VIEWED ATA SCALE OF BUILDING OR SMALLER. D DUCTION$ 8.ENTWE$t PATIO$D&.TeO BE W TENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMNN UNCOVERED t k0T ENCLOSED. FOUNDATIONESLAB 2.406 Sy FL 9.URAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL.VEGETATIVE AND UNDISTURBED. DRIVEWAY 37! FIE 10.DIMENSIONS ARE N FEET ANO DECl PARTS THEREOF. 11.THIS STE PUN 1$ONLY FON THE lANOS AS DESQBBED.IT IS NOT A CER7RICATE OF TITLE.ZOMRG EASFANENTS OR FREEDOM Oi ENCUMBRµGES37 12.THIS SITE PLµWAS NDT INTEYDED TO DELINEATE OR DEFINE ANY WETLANLK,ENVIRONMENTALLY$EN9INS AREAS,WILDLIFE HASTATS OR JURISDICTONK LEAD WALK STEPS 491 Sq.URE$OFµY FEDERAL$TATE,REGIOMAL OR LOCAL AGENCY.BOARD.µ0 CGBIIS510I/OR OTTER ENTT/AND ANY LIABILITY RESULTING TiETNEFROM IS NO1 ME ROADWAY RESPOMSBtu T'!OF TIE UNDERSGNED. AIC PAD(S)t GARAGE 90 Sp-Ft. IS UNLESS A COEIpARfSDIi I$MAGE,YEASUPED BEARINGS ANO OSiµCE$ARE IDENNIICAL WITH PUT VALUES SERVICE DOOR SLAB 14.TBI$yTE PLAN IS BASED dN INFORYATWN A$PFIOnDED BT TIE 0.1ENi. 1S B'JIIONG AMD RIPROVFAIERTS IFµY,0.S DERCTEO HEREON ARE PERPE18IO1LAR TD THE PARCEL PROPERTY LN_S AL BULONG DFS ARE SHOWN TO THE MFATER/CYINSERVATIONO Sq.FL FOUNDATION. T T T _: C 1S RIDS IS NOT A BOJNGARY SURVEY. 17.PUBLIC NOSIDT ASOALKS DEPICTED HEREON ARE BASED 04 THE CONSTRUCTION PUNS. THEY ARE$NOMI FOR NFCYiMATONAL PURPOSES RNLY ANp ARMEREE NOT MAXIMUM 2BE RELIED U SLOPE ON CONSTRUCTION- ALL ALKS R CORS`XE CT µ0 FOLNAIri01M SHALL ATEA MINIMUM S R7-ER To MEET NRRET,IE MOST t TRCU AL CO13/ttPENT SET OF 4AND MCA STANDARDS CROSS 5 A N T S AR A 2,002 Sq.Ft. SLOPES SHALL BE NO MORE FNµ'11t THE PORTON OF THE SIDEW/u.K YRNK:H 1RFN5`F_RSE$TNPOJfN MC DRIFLWAY APRON SMALL ALSO MEET iM$ REOUIREMENT.AtSO.PLEASE NOTE THAT UIIUTES(METER BOXES.VALVES.ETC)SHALL NOT BE INSTALLED WMIN THE SIDEWALK. 19.D18 RNNAD MUST STRUCTURESMAINTAIN 2'A WAY MAY FROM My nOPSIZE.ETY.LINE AND CAN NOT ENCROACH INTO A toEINONEERNG PLANS FOR CORRECi'�DIMENSIGNS .AINAGE L1LNT WE TO DRAINAGE PURPOSES REVISION A,REVISED SITE PLN!-UPDAIE HWTc (SLL/DBG) ..T..,,n.+.ArY.`.� •„n_rTYmrE..Y..i YYA+Amn FILE COPY lw - O � � I P Z• W 5 26-53 0 80C E8t.K �f�IyI°-/� E/'r9�p0\p�� ,3�yj�y. Z� ~\i��la '�,�•ten q��'d.�32;n t� ��. � ar aim CJ'G ,.....••-- Fz{',k •°:��\1 YaP�`S t�:o as �-�" 3. � ..... �O' DO Y ri+ .' Y'J` 10 4,7' 7W•.�-�1` \\,\ ^O �` •'\`�„`�� ,S� ` µ g O j `.��\,•.+J •N: WIwn,I�' ' " :1V �'O Z N V .,,rtft•• y,}1^1'�1i2 �{v�ywn��,,: •�' ..pIG��.....i 5sµ. rY Z .... :'f^' and o iw✓u{- m ..e�..,i•^',.:.�4.......� Nn+ �'- �� .. ,:T� ,sem ,o m gY�"�fi Y 8- o �, .dyad• N w 1,\,'x'11.t`s•la tn q N ` N O O P...•- ..`: ! JZ •i,�;�`iY!�,l tJ� t,V-"' '� a o pW�. o - - �Sa�'a `>• � �,,,�,:`\. � .�,.....- `_,r --� N: �J O o.•�N� W \� N\�\ W N 1•�`I':�'\411\� C4 a g m gYwW �"'tivei y 25,E 9 o ai od ...... •ti L _ ....�472.7 'o r `sRNA N5P1 149 `r9J 6'S31+ O - 9 vi LOT dy a' ��o LOT71 161 �oj l $EPCR C��tiTR� u � '0 8 o A'LLA CL68Po5,tom= � o '^ H F O J F- W Z Doc # 2014278968, OR BK 17003 Page 503, Number Pages: 2, Recorded 12/11/2014 at 03:59 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 Prepared by and return to: Brent Newton,Esquire FILE COPY Newtonn&Newton,P.A. 10192 San Jose Blvd. Jacksonville,FL 32257 File No.14-0663 Permit Number: OR16101. Tax Folio Number: State of: Florida County of: Duval NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property,and,in accordance with Chapter 713,Florida Statutes(revised 10-1-96),the following information is provided in this Notice of Commencement: 1. Description of Property: Lot 154,Atlantic Beach Country Club Unit Two,according to the plat thereof as recorded in Plat Book 67,Pages 132 through 137,inclusive,of the public records of Duval County,Florida. 2. General Description of Improvements: construction of single family dwelling 3. Owner Information: a. Name and Address: Riverside Homes of North Florida,Inc. 414 Old Hard Road,Suite 502 Fleming Island,FL 32003 b. Interest in property: Fee Simple C. Names and address of fee simple title holder(if other than owner): 4. a. Contractor Riverside Homes of North Florida,Inc. 414 Old Hard Road,Suite 502 Fleming Island,FL 32003 b. Contractor's phone number: 904-504-8883 Fax number: 5. Surety: a.Name and address: b.Phone number: c.Amount of bond: 6. a. Lender: Regions Bank 1042 Main Street,2nd Floor Dunedin,Florida 34698 b. Lender's phone number: 800-734-4667 7. a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7).,Florida Statutes. b. Phone numbers of designated persons: 8. a. In addition to himself,Owner designates Candace Wolfe of Regions Bank,1042 Main Street,2nd Floor, Dunedin,Florida 34698,to receive a copy of the LienOT'S Notice as provided in Section 713.13(1)(b),Florida Statutes. b. Phone number of person or entity designated by Owner: 727-466-2334 9. Expiration date of Notice of Commencement(the expiration date is 1 year from date of recording unless a different date is specified): I i OR BK 17003 PAGE 504 FILE COPY WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. SI HOME OF NORTH FLORIDA,INC. hr topher B.Wood Vice President POST A COPY OF RECORDED NOTICE AT JOB SITE. The foregoing instrument was acknowledged before me L)o LCLA ! 0 ,2014,by Christopher B.Wood,the Vice President of Riverside Homes of North Florida,Inc.,who is personally known tome. Notary Public 11IIll` My Commission Expires:l°l MY W �oN�� 467 EXPIRES.hne26,1018 EMEd7W NCIw,PMkV�^"�^ �°dD J D7 Ut A W N C) N f0 f0 Ct J m N A W W W N (p m N A W N D C D 6 0-C vai 0 -'o �TDTpnO(7x m. ODA<n to Nm W m g 3 m m m O m o N T G1 p N F R o m m m o 9 c o a E m O m m a o O DLI c C m O '" o Q n Z C7 �� Sl 3 > A O ° v p> x > a v Y a a < m o ID p r S n m p S o A $ a y y m ro s rn n r CD z T a03m�� o v v n r o $ n m'm o m d - Z W 2 Z Z Z Z Z Z Z 2 2 2 Z Z Z Z Z Z Z Z Z T T D� DDDDDDDD s D ? DD DDDDaDD DDS a DDD N c m n y. < o RL - < 0 0 3 D 3 F m o 'o m (� D o m F o C)Y S n o 5 m (1 n _ ^ (/� m F£ w� v_ `�1 > T z ya = m VJ �ft3 mj _ > c m nmp Y,A� a ° r v a S m ° N ° y ° 3 N O OS N w w T > W � T z ° a Q 3 n 0 —m n v a z' Ov o 03 > D m o < Q - y 3 - N D �v x m < a N - N o my v 3 Oo < m o T= n N N '7 F > Z o c zo ° c Dm v > ° a c 5 o P - gm � o r m 2 m 0DPO 3 3 m x T n » v x 3 N o � m .. ■ 5 � �m o Z OZ ? RL (y ■ a o 0. v jm v m . T o v 0. Z O m N ^ Z m x > c N O + � Z 2 Moo rn ° D o T o m � o a y m — W W a N W A W W N N No O A m w n a D �°tO° rn °' N mwaii m m N r O n D r x m J O1 V•A W N �T V N N A W N-+m J m N A W N�O A.T7 N 3 CD ZZ1 C N S C D m O ON D 5 -� w OmAO r o 0 Z D m o ? O r J < C m O R ° N o O oN .11 A n m m N w D (n 3 ado m z J Z pm m m.Do N o ^o OU O O n =f m �.D z z z z 3 z m-�z z z z z Z z m 3 m z z z z z O z z z z z z z z z z z z z z z O O O m _y c N m N =1 D D D D D m D D D D D D D D D D D D D D 3 D m F? A m o �" ¢ yy D D -iD _ DDDDD DD o O u " m = N om'=gym ' - cn 3 o0 m ^ z 3 3 3 3 " o LT m n< m n ? _ d Cm n v m m y m N 3 o mo o a � 3 � o o m mm sa 3m�n co N1 m Cg I1D f3 � 3 � 3 d �3 a�3 c o - m Iw N N v m 6 0 ?o 3 m = 0 o ff -i o a v 3 OD o v .57. - ° an m oa oaoow 'o o ? j n _ m m o m C N m = umiry S " O " O < O < o= o ° N z o ° 0 m o m o o N D N N ° a ma m m m m n n m m ° w mn ° 3 m y m c _ _ no m < = m 3 0 0 0 omN O o z T" O nom ' 3 y n � n w m c a m N m m c z w m m 01 m n m o m' x x n O 3 3 y m e V �o A r O O D r R.O.W. Permit Attachment of for R.O.W. Permit# issued , 200_ Atlanti ach, 233 Owner's Name: Q t CMQ 5 Property Address: (Lp 3lR AA-lai C_ Qt, 3 3 Subdivision: } IQ NtiC �RQ Ch CcY`� C l u h Lot#/Block#: 1 F54 R.E. #: UC) REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of 200_, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and RiV61 U3Ss of Atlantic Beach, Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: Q_W C,QDNS+fUCli01\J -- S'R2 D„ te LN _ ; a J y ;.rIIs '# Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be giveq by certified mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page I of 2 Page 2 of 2 SITE PLAN LOT 154 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 1 AS RECORDED IN PLAT BOOK 67, PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. cT DENOTES CHEMICAL TOILET LINE TABLE PLAT LINE GRAPHIC SCALE DENOTES PROPOSED CONCRETE uNE DIRECTION LENGTH so 0 15 30 EMLt(P) S75'32'35•W 60.00 DENOTES PROPOSED PAVERS z(P> 575'32'35 W 60.00 ® DENOTES WOOD DECKING 3(P) s7s3z'3sW 60.00 BOC — DENOTES BACK OF CURB ` �� ( IN FEET ) EDP — DENOTES EDGE OF PAVEMENT 1 inch = 30 ft. }— DENOTES FUTURE 4" TREE IDAfE ie ©— DENOTES DRAINAGE MANHOLE ZavE x(s�yAofo� �j LOT / o A L01 153 y J 8.5 AO' PppOE EASE C� O �• aP ANG 11 20.83' 20.83' 91 a1�psT�W • `�POEoI• X C1 Z� y F �Y 15 1 Tot"E•X ✓ 1n� 8. Y ; \ f z�,n `0, � y '? �.. p r sl od U � �> 5.00' 5.00' ' 64 . lAT lj $ 0 19pD Co ppi to 1p to O �4 PROpp"FSl I+� O 9 n Ston 10.20 ''g :1 O_ 25 0p(O� v Vj a C•1 O O :. a%17 5.00' N O gD.00 �/i 59 5.00' 8.7 L2 10.00' rn SO�NGE 56 9.3 ` .. 10.00' LOC 1 O a? i 0 IMPERVIOUS COVERAGE ` FRC"T-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND ✓` 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; IMPERMOUS Sq.Ft. LOT Sq.Ft. X EXCEPT CORNER/DOUBLL-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS 410 5q.Ft. 5,400 Sq.Ft. 63X FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING 3, FACE TO BACK OF RIGHT OF WAY. GENERAL NOTES: 9 1.BEARINGS ARE BASED ON THE CENTERLNE OF ATLANTIC BEACH DRIVE AS BEING S14'27'25'E. 2.ELEVATION$SHOWN HEREON ARE BASED ON NAVD 1988. J,THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE'X'&'X SHADED*AS DEPICTED ON THE FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120075.PANEL NUMBER 0408H,DATED,JUNE 3.2013,THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED GAF OF THE F.E.M.A.F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M,INFORMATION AND DELINEATION'S ON THIS SITE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS 1 $ITE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE MAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY.DEPARTMENT OF PUBLIC WORKS,CITY OF ATLANTIC BEACH. SOD BREAKDOWN¢nAr.lLoeuxAn 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES k NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF IRIS SITE PLAN. TOTAL LOT AREA 5, q. 6.ADDITIONS,DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUIHORIZ©BY THE SIGNING R TO CURB 0$q. Ft. SURVEYOR GROSS SOD AREA 5,400 Sq.Ft. 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'=30'OR SMALLER. 8.ENTRIES h PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED k NOT ENCLOSED. DEDUCTIONS 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE.AND UNDISNRBEO. FOUNDATION SLAB 2.406 Sq.Fl. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. DRIVEWAY 374 Sq.Ft. 11, THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED,IT IS NOT A CERTIFICATE OF TITLE.ZONING.EASEMENTS GR FREEDOM OF EN THIS 12.THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLAND$.ENVIRONMENTALLY SENSITIVE AREAS,WILDLIFE HABITATS OR JURISDICTIONAL LEAD WALK 8t STEPS 37 Sq.Ft. LINES OF ANY FEDERAL.STATE.REGIONAL OR LOCAL AGENCY,BOARD,AND COMMISSION OR OTHER EN11TY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE ROADWAY 491 Sq.Ft. RESPONSIBLITY OF ME UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. A/C PAD(S)k GARAGE g0 Sq.Ft. 14,THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. SERVICE DOOR SLAB 15,BUILDING AND IMPROVEMENTS,IF ANY,AS DERCTED HEREON ARE PERPENDICULAR TO ME PARCEL PROPERTY LINES. ALL BUILDING TIES ARE SHOWN TO THE WATER/CONSERVATIONO Sq.Ft. FOUNOAPON. t8.THIS IS NOT A BOUNDARY SURVEY. T T L E TI 9 17.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON ME CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS, THERE ISA NFT SOD AREA 2.002 Sq. I. NITY AND ADA CR MAXIMUM S2%SLOPE ON ALL HALL SIDEWALKS. A ND FWAL AND BE NNo MORE THAN 2XME PORTION OFTHE SIDEWK SHALL,AT A MINIMUM.MEET CURRENT DUVAL COU ALK K WHCH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSOTMEETRTHIS �S REQUIREMENT.ALSO.PLEASE NOTE THAT UTILITIES(METER BOXES.VALVES,ETC.)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 198.A/CPADS MUST MAINTAIN 2'.DRAINAGE STRUCTURES DEPICTED AN YRVARYOM FIN SIZE. EER TO ENGINEERING ENCROACH PLANS FOR CORRECT DIMENSIONS. EASEMENT DUE TO DRAINAGE PURPOSES . REVISION A:REVISED$ITE PLAN-UPDATE HOUSE(3/25/15)(SLL/OHC) PREPARED FOR:RIVERSIDE HOMES CERTIFIED To:RIVERSIDE HOMES MRm BARTLiAM TRAIL SURVEYING. INC. -_ LAND SURVEYORS — PLANNERS — LAND DEVELOPMENT CONSULTANTS t 1501 COUNTY ROAD 315 SUITE NO. LOB (904) 284-2224 GREEN COVE SPRINGS. FL 32043 FAX (904) 284-2258 CERTIFICATE OF AUTHORIZATION LB #6991 COPYRIGHT © 2014 M- _ NOTATION: F.I.R.M.FLOOD ZONE X do X(SHADED) UUA- �boa.or .�xar =I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: -_ the results of o field survey made under my responsible seorch of title,and therefore the undersigned and Bortrom PANEL NO.: - direction and complies with the latest Standards of Trail Surveying make no Certifications regarding infonnotion 120075 0408Fi 6/3/13 2L-!;EM Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims j.4 n Board of Professional Surveyors and Mappers, Chapter of easements,Rights-of-way, setback lines, overlaps, FB/PG: -_ ' 5J-17 F.A.C.; Pursuant to section 472.027,Florida Boundary Line disputes,agreements,reservations or at N/A r"usFn°. s �Mo"a'o;� tatues•subject to all notes and notations shown hereon. sirolor matters which may appear in the abstract,or search. R_ M_wwmo DATE: SCALE: _ 'mw N/A N/A This survey Is prepared and certified for the exclusive use of 11/21/14 1..30• -0F"016.°`�0r FIELD WORK COMPLETED MAP ORIGINALLY SIGrlEO the client nomad hereon and the survey map and report of the copies thereof are not valid without the signature and PROJECT NO.: REVISION: N/A Lhe original raised seal of a Florida licensed surveyor and 134y_14_04g A RAYMOND PAUL SUTHERLAND, P.S.N. mapper. _mucwol•..,.. SHEET i OF 1 °��°^^• STATE OF FLORIDA LICENSE NUMBER LS 5477 r DRA-7131- DeG CHECKED Br: MEB -S►,r-P lei', r 's, CITY OF ATLANTIC BEACH E t PUBLIC UTILITIES tA' V 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 4 Jit 11 (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date rc / Project Address: &560 1971-ALITIC tel' No. of Units: Commercial Residential V Multi-Family 3 '� New Water Tap(s) &Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaimed Water Meter V/ Size 3/q ,New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# 15` 6F9` 7� Water System Development Charge $ y� dv Sewer System Development Charge $ U Q O Water Meter Only $ IV Reclaimed Meter Only $ / - 6 Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ SO. O2) Other $ TOTAL APPROVED: Kayle Moore, PE ""� (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER !j Building ®apartment (To be assigned by the Buildin .) I1 800 Seminole Road CFT �� g Departmen 1'r Atlantic Beach, Florida 32233-5445 73 Phone(904) 247-5826 Fax(904)247- 845 MAR 3 0 2015 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us BY: APPLICATION REVIEW AND TRACKING FORM Property Ad77& ��/1 � CA De ent review required Yes No Buildin Applicant: lanning &Zonin / , ' c nistrator Project: _ 5�ie�C/ /71 L ublic Works - --- u c Utilities Pu is a ety Fire Services Review fee $ S 0 Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied.(Circle one.) Comments: BUILDING PLANNING &ZONING l 16 by., Reviewed Date: TREE ADMIN. Second Review: []Approved as revised. ❑Denied. 9 9EB�LRC IC�1/VOf2� Comments: UTILITIES PUBLIC SAF TY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: 'evised 07/27/10 City of Atlantic Beach APPLICATION NUMBER �`•; ,. Building Department (To be assigned by the Building Departmen.) l` 800 Seminole Road D Atlantic Beach, Florida 32233-5445 /`—'-' 73 Phone(904) 247-5826 Fax(904)2.47-5845 E-nail: building-dept@coab.us Date routed: City web-site: littp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:g �a,1�t XCN� De ent review requiredYes No Buildi Applicant: lanning &Zoning, nistrator Project: � � m ublic Works u c Utilities Pu is a ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: ,]Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: / �/ Date: (S TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: revised 07/27/10 >; r City of Atlantic Beach � APPLICATION NUMBER Building Department (To be assigned by the Building Departmen.) Atlantic Seminole Road Atlantic Beach, Florida 32233-5445 a 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: A09, J/ �Cy D ent review required Yeso C Build". Applicant: VG �� lanning &Zon".n mistrator Project: ublic Works u c Utilitie Public afety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date Florida Dept. of Environmental Protection of Permit Verified By 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: roved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: 1211 Date: TREE ADMIN. Second Review: ❑Approved as revised. F] nied. e PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 y NJ'tl F��9 •rnii�: Cvc6ac 6� C'F T> APPLICATION NUMBER twlildirng Deparo.-rrner6., 1- a/ F' To be assigned b the Building Department) 1 300 Seminole Road APR zQ15 Atlantic Beach, Florida 32233-5445 j Phone(904)247-5826 - Fax(904)247 --- E-mail: building-dept@coab.us ~`; Date routed: ' City web-site http//\,vvvwcoab.tjs R �erpertiZ/ a c�c r ,E )( S -107 ��-- ®epartment review required --V—es Ido Building Applic;�arNi'r.: Planning &Zoning ----- -- I -- --- Tr trator is Utllltl Public Safety— Fire Services —� Review fee $ 2 -s– Dept Signature Other/agency review©r PermitRequiredReview or Receipt of Permit Verified By Date Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLiCA Y'ION-STATUS-,— Reviewing uATUSReviewing Depariment First Review: pproved. [-]Denied. -- ---- - —� (Circle one.) c':ornments: I j BUILDING PLANNING &ZO('\Ii\-IG Reviewed by �� `� Z.�( Dare:-- (—=— TREE ADMIN. ------- Is Second Review: ❑Approved as revised. ❑Denied. LIC WO I:. Comments: PUB UTILITIES BLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. ❑Denied. i Comments: — — Reviewed by: — Date--------.-- -vised 07/2.7/-10 100ding Departrner6. APPLICATION NUMBER (To be assigned the Building Department) 800 Seminole Road (To b t.) Atlantic Beach, Florida 32233-5445 e7 Phone(904)247-5826 - Fax(904) 2/17.L--),9.15 Date Date route E-mail: building-dept@coab.us APPLICATION City web-site' littp://www.coab.LIS APPUCATON REVEWN AND TRACKNG FORRYN Property Addfre-,-�"s Departrn—e'rt review required Yes N,, Building Applicant 1car, Planning &Znninq Tr trator flr(� P J Ic Utiliti Public Safety Fire Services Review fee $ Dep't Sjgjja�t�Llre 0-1fier Agency Review or Permit Required Review or Receipt Date of Permit Verified By ept. of Environmental Protection FloridaFo d a r A Dept.e e Pt n(' Florida Dept. of Transportation C S S 'L. Johns River Water Management District ArmyCorp of rmy Corps of Engineers Corps Division of Hotels Division of Hotels and Restaurants Division of Icc IDivision of Alcoholic Beverages and Tobacco APPLICATION STATUS De-pariment First Review Reviewing [��A<Dproved. [Denied. (Circle one.) Gorni-nents: BUILDING PLANNING &ZONING Reviewed by: TREE ADMIN. Date: Second Review: [Approved as revised Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: Den, e, FIRE SERVICES Third Review: [:]Approved as revised. OlDenied. Cornroents: Reviewed by: Date: isad 07/27/-10 FILE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Atlantic Beach Country Club Lot 154 Builder Name: Riverside Homes Street: 1636 Atlantic Beach Drive Permit Office: City,State,Zip: Atlantic Beach,FL,32007- Permit Number: Owner: Jurisdiction: Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types (2559.1 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2183.20 ft' b.Frame-Wood,Adjacent R=19.0 188.33 ft' 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=13.0 187.50 ft' 4. Number of Bedrooms 3 d.N/A R= ft' 5. Is this a worst case? Yes 10.Ceiling Types (1819.0 sgft.) Insulation Area a.Roof Deck(Unvented) R=22.0 1571.00 ft 6. Conditioned floor area above grade(ft') 2359 b.Knee Wall(Unvented) R=19.0 248.00 ft' Conditioned floor area below grade(ft') 0 c.N/A R= ft' 11.Ducts R ft' 7. Windows(396.7 sgft.) Description Area a.Sup:Attic,Ret:2nd Floor,AH:2nd Floor 6 184 a. U-Factor: Dbl,U=0.35 396.67 ft' SHGC: SHGC=0.22 b. U-Factor: N/A ft' 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: NIA ft' a.Electric Heat Pump 36.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth- 6.494 ft. Area Weighted Average SHGC: 0.220 14.Hot water systems a. Natural Gas Tankless Cap:1 gallons 8. Floor Types (2359.0 sqft.) Insulation Area EF:0.590 a.Slab-On-Grade Edge Insulation R=0.0 1571.00 ft' b. Conservation features b.Floor Over Other Space R=0.0 788.00 ft' None c.N/A R= ft' 15.Credits None Glass/Floor Area: 0.168 Total Proposed Modified Loads: 27.93 PASS Total Standard Reference Loads: 49.35 1 hereby certify that the plans and specifications covered by Review of the plans and 04E SrgrF this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. Crlstina McAnally�(t�i�,1 Before construction is completed PREPARED BY: p DATE: this building will be inspected for 0 I a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florrgy Code. SOD OWNER ida En D 4V BUILDING OFFICIAL: --- DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 3/17/2015 2:34 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Atlantic Beach Country Club Lo Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2359 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: Yes PlatBook: Builder Name: Riverside Homes Rotate Angle: 225 Street: 1636 Atlantic Beach Driv Permit Office: Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32007- New/Existing: New(From Plans) Comment: Key West CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 2359 22802 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1571 15710 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 788 7092 No 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor 228 ft 0 1571 ft2 ---- 0 0 1 2 Floor Over Other Space 2nd Floor ---- ---- 788 ft2 0 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 Hip Composition shingles 1702 ft2 0 ft2 Medium 0.96 No 0.9 No 22 22.6 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1571 ft' N N 3/17/2015 2:34 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Unvented) 2nd Floor 22 1571 ft' 0.11 Wood 2 Knee Wall(Unvented) 2nd Floor 19 248 ft' 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Belo w # Omt To Wall Type 1 N=>SW Exterior Frame-Wood 1st Floor 19 36 5 10 364.2 ft' 0.23 0.75 0 2 W=>SE Garage Frame-Wood 1 st Floor 13 8 10 10 88.3 ft' 0.23 0.75 0 3 W=>SE Garage Frame-Wood 1 st Floor 19 5 4 10 53.3 ft' 0.23 0.75 0 4 W=>SE Garage Frame-Wood 1 st Floor 13 4 4 10 43.3 ft' 0.23 0.75 0 5 S=>NE Garage Frame-Wood 1st Floor 13 5 7 10 55.8 ft' 0.23 0.75 0 6 W=>SE Garage Frame-Wood 1st Floor 19 13 6 10 135.0 ft' 0.23 0.75 0 _ 7 W=>SE Exterior Frame-Wood 1st Floor 19 15 0 10 150.0 ft2 0.23 0.75 0 _ 8 S=>NE Exterior Frame-Wood 1 st Floor 19 30 11 10 309.2 ft' 0.23 0.75 0 _ 9 E=>NW Exterior Frame-Wood 1 st Floor 19 19 4 10 193.3 ft' 0.23 0.75 0 _10 E=>NW Exterior Frame-Wood 1st Floor 19 18 8 10 186.7 ft' 0.23 0.75 0 _11 N=>SW Exterior Frame-Wood 2nd Floor 19 11 6 9 103.5 ft' 0.23 0.75 0 _12 W=>SE Exterior Frame-Wood 2nd Floor 19 21 11 9 197.3 ft' 0.23 0.75 0 _13 S=>NE Exterior Frame-Wood 2nd Floor 19 30 11 9 278.3 ft' 0.23 0.75 0 _14 E=>NW Exterior Frame-Wood 2nd Floor 19 29 11 9 269.3 ft' 0.23 0.75 0 _15 N=>SW Exterior Frame-Wood 1st Floor 19 2 1 10 20.8 ft' 0.23 0.75 0 _16 E=>NW Exterior Frame-Wood 1st Floor 19 9 0 10 90.0 ft' 0.23 0.75 0 17 S=>NE Exterior Frame-Wood 1st Floor 19 2 1 10 20.8 ft' 0.23 0.75 0 DOORS # Omt Door Type Space Storms U-Value Ft Width In Ft Height In Area 1 S=>NE Insulated 1st Floor None .46 3 8 24 ft' 2 S=>NE Wood 1st Floor None .46 2 8 8 21.3 ft' WINDOWS Orientation shown is the entered orientation(=>)changed to Worst Case. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N=>SW 1 Vinyl Low-E Double Yes 0.35 0.22 9.0 ft' 1 ft 0 in 10 ft 0 in Drapes/blinds None 2 N=>SW 1 Vinyl Low-E Double Yes 0.35 0.22 8.0 ft' 1 ft 0 in 10 ft 0 in Drapes/blinds None 3 W=>SE 7 Vinyl Low-E Double Yes 0.35 0.22 1.0 ft' 1 ft 0 in 10 ft 0 in Drapes/blinds None 4 S=>NE 8 Vinyl Low-E Double Yes 0.35 0.22 16.0 ft' 12 ft 1 in 10 ft 0 in Drapes/blinds None 5 S=>NE 8 Vinyl Low-E Double Yes 0.35 0.22 85.3 ft' 12 ft 1 in 10 ft 0 in Drapes/blinds None 6 E=>NW 9 Vinyl Low-E Double Yes 0.35 0.22 36.0 ft' 1 ft 0 in 10 ft 0 in Drapes/blinds None 7 E=>NW 10 Vinyl Low-E Double Yes 0.35 0.22 33.0 ft' 1 ft 0 in 10 ft 0 in Drapes/blinds None 8 W=>SE 12 Vinyl Low-E Double Yes 0.35 0.22 4.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 W=>SE 12 Vinyl Low-E Double Yes 0.35 0.22 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 S=>NE 13 Vinyl Low-E Double Yes 0.35 0.22 53.3 ft' 12 ft 0 in 1 ft 0 in Drapes/blinds None 11 E=>NW 14 Vinyl Low-E Double Yes 0.35 0.22 45.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 3/17/2015 2:34 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered orientation(=>)changed to Worst Case. / Wall Overhang V/ # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 12 E=>NW 16 Vinyl Low-E Double Yes 0.35 0.22 29.3 ft' 1 ft 0 in 10 ft 0 in None None 13 S=>NE 13 Vinyl Low-E Double Yes 0.35 0.22 42.7 ft' 12 ft 0 in 1 ft 0 in None None 14 E=>NW 14 Vinyl Low-E Double Yes 0.35 0.22 4.0 ft' 1 ft 0 in 1 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 606.48 ft' 606.48 ft' 65 ft loft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0003 1856.3 101.91 191.65 .2844 4.8846 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.5 36 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:15 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Garage 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 ft' DUCTS i --Supply---- ---Return--- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 184 ft' 2nd Floor 75 ft' Default Leakage 2nd Floor (Default)c(Default)c 1 1 3/17/2015 2:34 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling Jan Feb Mar Apr May [X]Jun [Xj Jul X Augrj Sep Oct Nov Dec Heating f X�Jan f X�Feb f Mar Pr f May [ ]Jun [ ]Jul Aug SeP JA Oct jx�Nov Dec Ventin [ Jan [ Feb X Mar A r [ Ma [ ]Jun [ ]]Jul Au Se 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 78 78 78 78 PM 78 78 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 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 0 1-Electric Heat Pump 0% 1-Central Unit 3/17/2015 2:34 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1636 Atlantic Beach Drive PERMIT#: Atlantic Beach, FL, 32007- 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 controls and 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 `v thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 3/17/2015 2:34 PM EnergyGauge(D USA-RaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 57 The lower the EnergyPerformance Index, the more efficient the home. 1636 Atlantic Beach Drive, Atlantic Beach, FL, 32007- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a.Frame-Wood,Exterior R=19.0 2183.20 ft' 2. Single family or multiple family Single-family b.Frame-Wood,Adjacent R=19.0 188.33 ft 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=13.0 187.50 ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? Yes 10.Ceiling Types Insulation Area a. Roof Deck(Unvented) R=22.0 1571.00 ft 6. Conditioned floor area(ft2) 2359 b. Knee Wall(Unvented) R=19.0 248.00 ft2 7. Windows- Description Area c.N/A R= ft2 2 a. U-Factor: Dbl,U=0.35 396.67 ft2 11.Ducts R ft a.Sup:Attic,Ret:2nd Floor,AH:2nd Floor 6 184 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 36.0 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 36.0 HSPF:8.50 Area Weighted Average Overhang Depth: 6.494 ft. Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14.Hot water systems 2 a.Natural Gas Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1571.00 ft EF:0.59 b.Floor Over Other Space R=0.0 788.00 ft2 c.N/A R= ft2 b. Conservation features None 15.Credits None I certify that this home a o lied wit the Florida Energy Efficiency Code for Building OF iKE$TATE Construction throug th bov energy aving features which will be installed (or exceeded) �, _ o in this home befor fin nsp ion. Ot erwise, a w EPL Display Card will be completed based on installe C co pf nt feat 4 � ,r y Builder Signatu Date: �j d • (1j 'y' Cit /FL Zi *�L Address of New e: �(sl p �-� ��Qq � I y p -f(�I[ C I�PC1 r cep WE -3a a33 *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Atlantic Beach Country Club Lot 154 Builder Name: Riverside Homes Street: 1636 Atlantic Beach Drive Permit Office: City,State,Zip: Atlantic Beach, FL,32007- Permit Number: Owner: Jurisdiction: 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/doorjambs 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. t/ floors) Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I N 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 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 drVwall. V Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Project Summa Job: j + - wrightsoft` � � Date: 2014 Entire House By: A/C Designs of St. Augustine Inc. Plan: Key Largo 103 Liberty Center Place,St.Augustine,FL 32092 Phone:904-829-8898 Fax:904-829-6587 Project • • For: Riverside Homes Notes: Atlantic Beach Country Club Lot 154 faces north east Design Information Weather: Jacksonville Cecil Field NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 34 °F Outside db 95 °F Inside db 70 °F Inside db 75 °F Design TD 36 °F Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 40 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 28438 Btuh Structure 28137 Btuh Ducts 1662 Btuh Ducts 2667 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30100 Btuh Use manufacturers data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 30804 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2462 Btuh Ducts 378 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ftJ 2359 2359 Equipment latent load 2840 Btuh Volume (ft3) 22802 22802 Air changes/hour 0.32 0.16 Equipment total load 33644 Btuh Equiv. AVF (cfm) 122 61 Req. total capacity at 0.75 SHR 3.4 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model SSZ140361 B Cond SSZ140361 B AHRI ref 5722692 Coil ASPT42D14A A H R I ref 5722692 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 25650 Btuh Heating output 32000 Btuh @ 47°F Latent cooling 8550 Btuh Temperature rise 26 °F Total cooling 34200 Btuh Actual air flow 1140 cfm Actual air flow 1140 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.037 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri ht:SOft:` 2015-Mar-17 14:age 1 �� 9 Right-Suite®Universal 2015 15.0.13 RSU01648 Page 1 ..pecificVUlantic Beach Country Club Lot 154.rup Calc=MJ8 Front Door faces:NE + wrightsoft Right-J® Worksheet Job: Entire House Date: 2014 By: AIC Designs of St. Augustine Inc. Flan: Key Largo 103 Liberty Center Place,St.Augustine,FL 32092 Phone:904-829-8698 Fax:904-829-6587 1 Room name Entire House Upstairs 2 Exposed wall 204.0 ft 0 ft 3 Room height 9.7 ft 9.0 ft heat/cool 4 Room dimensions 788.0 x 1 0 ft 5 Room area 2359.0 ft' 788.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft) Load number (Btuh/ft'-'F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat TCool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Up/ 12E-Osw 0.068 sw 2.45 1.52 490 472 1155 719 104 104 255 158 �G 61A 0.590 sw 21.24 40.25 18 0 382 725 0 0 0 0 W 12E-Osw 0.068 nw 2.45 1.52 739 590 1444 899 269 220 539 335 L--G 61A 0.590 nw, 21.24 33.90 149 0 3165 5051 49 0 1041 1661 11 W 12E-Osw 0.068 ne 2.45 1.52 608 387 947 589 278 183 448 279 6 1 A 0.590 ne 21.24 38.59 197 0 4184 7602 95 0 2018 3666 D 1 1 JO 0.600 ne 21.60 18.90 24 24 518 454 0 0 0 0 WI � 12E-Osw 0.068 se 2.45 1.52 347 312 764 475 197 163 399 248 r-- 61A 0.590 se 21.24 40.25 35 0 743 1409 34 0 722 1369 P 12E-Osw 0.068 - 2.45 0.95 375 354 867 337 0 0 0 0 L--D 11 DO 0.390 ne 14.04 12.28 21 21 295 258 0 0 0 0 P 16CR-19ad 0.049 1.76 2.20 248 248 437 547 248 248 437 547 C 16CR-38ad 0.026 0.94 1.17 1571 1571 1470 1838 0 0 0 0 F 22A-tpl 0.989 35.60 0.00 1571 204 7263 0 0 0 0 0 6 c)AED excursion 0 0 Envelope loss/gain 23637 20903 5858 8263 12 a) Infiltration 4802 1334 1864 518 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 250 4 1000 2 500 Appliances/other 4900 0 Subtotal(lines 6 to 13) 28438 28137 7723 9281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 28438 28137 7723 9281 15 Duct loads 6% 9% 1662 2667 22%1 29%, 1662 2667 Total room load 30100 30804 9384 11948 Air required(cfm) 1140 1140 355 442 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2015-Mar-17 14: e 1 .4GCA Right-Suite- Universal 2015 15.0.13 RSU01648 Page 1 ...pecificVAtlantic Beach Country Club Lot 154.rup Calc=MJ8 Front Door faces:NE + wrightsoft Right-J® Worksheet Job: Entire Nouse Date: 2014 sy: A/C Designs of St. Augustine Inc. Flan: Key Largo 103 Liberty Center Place,St.Augustine.FL 32092 Phone.904-829-8898 Fax:904-829-6587 1 Room name Downstairs 2 Exposed wall 204.0 ft 3 Room height 10.0 ft heat/cool 4 Room dimensions 1571.0 x 1.0 ft 5 Room area 1571.0 ft' Ty Construction U-value Or HTM Area (ftp Load Area Load number (Btuh/ft'-'F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross I N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 sw 2.45 1.52 386 368 901 561 L--G 61A 0.590 sw 21.24 40.25 18 0 382 725 W 12E-Osw 0.068 nw 2.45 1.52 470 370 906 564 L---G 61A 0.590 nw 21,24 33.90 100 0 2124 3390 11 W 12E-Osw 0.068 ne 2.45 1.52 330 204 499 311 [-� 6 1 A 0.590 ne 21.24 38.59 102 0 2166 3936 _D I1JO 0.600 ne 21.60 18.90 24 24 518 454 W 12E-Osw 0.068 se 2.45 1.52 150 149 365 227 l-� 61A 0.590 se 21.24 40.25 1 0 21 40 P12E-Osw 0.068 - 2.45 0.95 375 354 867 337 L-D 11 DO 0.390 ne 14.04 12.28 21 21 295 258 P 16CR-1gad 0.049 1.76 2.20 0 0 0 0 C 16CR-38ad 0.026 0.94 1.17 1571 1571 1470 1838 F 22A-tpl 0.989 35.60 0.00 1571 204 7263 0 6 c)AED excursion 0 Envelope loss/gain 17778 12640 12 a) Infiltration 2937 816 b) Room ventilation 0 0 13 Internal gains: Occupants @ 250 2 500 Appliances/other 4900 Subtotal(lines 6 to 13) 20716 18855 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 20716 18855 15 Duct loads -0% 0% 0 0 Total room load 20716 18855 Air required(cfm) T--T 785 698 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Mar-17 14: wrightsoft age 2 ACCP. Rlght-SuitecG Universal 2015 15.0 13 RSU01648 Page 2 ...pecific�Atlantic Beach Country Club Lot 154.rup Calc=MJ8 Front Door faces:NE Level 1 O/Wic O/Bath 35 fm 4 „ 112 cfm 2 m Owners Laun 4 cf d 1 Sh wer 3 cf 112 cfm 24 cfm Hall Garage 14" l 4 cf Dining �0 cfm 6 ' Kitchen 6" 7 129 cfm 129 co 1 Pantry Living Stairs Foyer Job M A/C Designs Scale: 1 : 86 Performed for: Page 1 Riverside 103 Liberty Center Place Right-Suite®Universal 2015 Saint Augustine, FL 32092 15.0.13 RSU01648 Phone:904-829-8898 Fax: 904-829-6587 2015-Mar-1714:37:53 ...ES1Riverside Homes\Key Largo.rup level 2 Bath 2 Wic 2 cfmWlc 3 CfM Bath 3 �Ei ctm '6 cfm 4' 7 ' Bed 2 �121 cfm 95c ed 3 12" 15 cfm Loft Stairs 2 i 115 cfm Job#: A/C Designs Scale: 1 : 86 Performed for: Page 2 Riverside 103 Liberty Center Place Right-Suite®Universal 2015 Saint Augustine, FL 32092 15.0.13 RSU01648 Phone: 904-829-8898 Fax: 904-829-6587 2015-Mar-1714:37:53 ...ES\Riverside Homes\Key Largo.rup + - wrightsoft° Duct System Summary Date: 2015 Entire House By: A/C Designs Plan: Key Largo 103 Liberty Center Place,Saint Augustine,FL 32092 Phone:904-829-8898 Fax:904-829-6587 Project Information For: Riverside Heating Cooling External static pressure 0.22 in H2O 0.22 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.22 in H2O 0.22 in H2O Supply/ return available pressure 0.110/ 0.110 in H2O 0.110/ 0.110 in H2O Lowest friction rate 0.100 in/100ft 0.100 trill 00ft Actual air flow 1140 cfm 1140 cfm Total effective length (TEL) 184 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 c 136 5 6 0.100 4.0 Ox 0 VIFx 22.1 120.0 stl Bath 3 C 139 5 6 0.100 4.0 Ox 0 VIFx 9.1 115.0 stl Bed 2 h 2788 121 110 0.100 7.0 Ox 0 VIFx 15.9 115.0 stl Bed 3 C 2255 65 95 0.100 7.0 Ox 0 VIFx 9.2 115.0 stl Desk C 3185 82 135 0.100 8.0 Ox 0 VIFx 27.2 135.0 st3 Dining c 1802 64 76 0.100 6.0 Ox 0 VIFx 13.4 122.0 st2 Hall h 548 24 22 0.100 4.0 Ox 0 VIFx 41.6 142.0 st4 Kitchen c 1750 56 74 0.100 6.0 Ox 0 VIFx 17.3 122.0 st2 Kitchen-A c 1750 56 74 0.100 6.0 Ox 0 VIFx 17.9 122.0 st2 Laun C 94 3 4 0.100 4.0 Ox 0 VIFx 37.2 142.0 st4 Living h 2962 129 86 0.100 7.0 Ox 0 VIFx 17.6 122.0 st2 Living-A h 2962 129 86 0.100 7.0 Ox 0 VIFx 25.3 122.0 st2 Loft c 2719 54 115 0.100 8.0 Ox 0 VIFx 29.4 135.0 st3 Loft-A c 2719 54 115 0.100 8.0 Ox 0 VIFx 29.1 135.0 st3 of Bath h 807 35 10 0.100 4.0 Ox 0 VIFx 34.4 142.0 st4 o/we C 59 2 2 0.100 4.0 Ox 0 V I Fx 32.9 142.0 st4 01 wic h 609 26 7 0.100 4.0 Oxo VIFx 39.5 142.0 st4 Owners h 2580 112 79 0.100 7.0 Ox 0 VIFx 37.9 142.0 st4 owners-A h 2580 112 79 0.100 7.0 Ox 0 VIFx 38.2 142.0 st4 Pwdr C 72 2 3 0.100 4.0 Ox 0 VIFx 34.4 142.0 st4 wic 2 c 76 3 3 0.100 4.0 Ox 0 VIFx 13.4 115.0 SO wic 3 c 87 3 4 0.100 4.0 Ox 0 VIFx 9.2 115.0 SO 2015-Mar-17 14:37:43 ^.` wr19rltSOft" Right-Suite@ Universal 2015 15.0.13 RSU01648 Page 1 �� ...ightsoft files ES\Riverside Homes\Key Largo.rup Calc=MJ8 Front Door faces: Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 749 601 0.100 536 16.0 0 x 0 VinlFlx st3 Peak AVF 190 364 0.100 464 12.0 0 x 0 VInIFIX st1 st1 Peak AVF 391 587 0.100 421 16.0 0 x 0 VinlFlx st4 Peak AVF 316 206 0.100 296 14.0 0 x 0 VinlFlx st2 Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 1140 1189 0 0 0 0 Ox 0 VIFx Wrl htsoft' 2015-Mar-1714:37:43 r 9 Right-Suite®Universal 2015 15.0.13 RSU01648 Page 2 /CCK ...ightsoft files ES\Riverside Homes\Key Largo.rup Calc=MJ8 Front Door faces: SITE PLAN LOT 154 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 1 AS RECORDED IN PLAT BOOK 67, PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. cr DENOTES CHEMICAL TOILET LINE TABLE `PLAT LINE GRAPHIC SCALE DENOTES PROPOSED CONCRETE LINEaREcnON LENGTH DENOTES PROPOSED PAVERS LI(P) S75-32.35-W 1 60.00 30 0 15 30 L2(P) S75.32.35•W 60.00 ® DENOTES WOOD DECKING L3(P) S75.3Z35•w 1 60.00 80C — DENOTES BACK OF CURB EDP — DENOTES EDGE OF PAVEMENT , ( IN FEET ) +— DENOTES FUTURE 4" TREE ZO,VE. 1 inch = 30 ft. Q- DENOTES DRAINAGE MANHOLE S 411. LOT LOT 153 -A 8.5 40, PGCEG`"fpSEM T �S•t 20.83' 20.83' L� ►gFo�is o. a � �NOEDI 'REP, . . ZEE.x t 0 � In ij gp0�� A N1 ` W 10N o G. �TRv yy t N f qa 'y -�zw/s �$ T CP 9.2 1,64S.. 5.00' 'g. ,o tzLo ren ; 5 pCASNT�Ft. AGO too C> N 0 `spA 9000 x 59?f 5.00' vL G 0 e. 50•� ... L3 A� 0 �.....2 gR1 ......yTr•�� 5.00' 8.7 L2 10.00' � HCE i t� (JJ 9.3 10.00' IDT 156 O �o ✓1 ••SETBACKS•• IMPERVIOUS COVERAGE 1FR"0 15ONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND FEET FROM BUILDINGOF RIGHT 0 IMPERVIOUS Sq.FL LOT Sq,Ft. X EXCEPT CORNER/DOUBLEFFRONTAGE LLOTS,ACE OR PORCHTFORACK WHICH THE NON-WADORESS 3,410 Sq.Ft. 5,400 Sq.Ft. 63X FRONT/S�E MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING FACE TO BACK OF RIGHT OF WAY. GENERAL NOTES L BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTIC BEACH DRIVE AS BEING S1477.25'E. •a 2.ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3.THE LANDS SHOWN HEREON UE"THIN FLOOD ZONE'X'8'X SHADED'AS DEPICTED ON THE FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120075.PANEL NUMBER 0408H.DATED.JUNE 3.2013,THE ROODZONES SHOWN ON THIS SITE PLAN ARE SCALED OF OF THE F.E.M.A.F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DELINEATION'S ON THIS SITE PLAN ARE VAUD ONLY FOR BATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TD THE 1 COMMUNITY ROOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBLIC WORKS,CITY OF ATLANTIC BEACH. SOD BREAKDOWN Irim1e"'r"`" 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988, 5.NO UNDERGROUND FOUNDATIONS OR UTIUTES a NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. TOTAL LOT AREA 5,400 Sq.Ft. 6.ADDITIONS,DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/ON REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SGNING R TO CURB 0 Sq.Ft. SURVEYOR. GROSS SOD AREA .400 So Ft. 7,THIS MAP IS INTENDED TO BE VIEWED ATA SCALE OF 1'=30'OR SMALLER. B.ENTRIES B PATIOS DEPICTED AS WETLANDS INTO THE MAIN NC RESTRICTION LIMITS MUST REMAIN UNCOVERED 8 NOT ENCLOSED. FDEDUCTIONS OUNDATION 9.UPLAND BUFFERS ADJACENT D WETLANDS ARE TO REMAIN NATURAL.VEGETATIVE,AND UNDISTURBED. FOUNDATION SLAB 2.408 Sq.Ft. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.NIS SITE PLAN IS ONLY FOR THE LANDS LI DESCRIBED.IT FIE NOT ATL CERTIFICATE OF ITITLE.MENT ZONING.EASEMENTS, FREEDOM BI ENCUMBRANCES. DRIVEWAY 374 Sq.t. 12.S O SITE PLAN WAS NOT INTENDED TO R LOCATE OR AGENCY. B ANY WETLANDS.ENVIRONMENTALLY SENSITIVE AND AREAL,wLDUFE HABITATS ER EFRIM IS NOT LEAD WALK R[STEPS 37 Sq.Ft. LINES OF ANY FEDERAL STATE•REGIONAL OR LOCAL AGENCY,BOARD,AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. ROADWAY 491 Sq.Ft. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. A/C PADS)$GARAGE 14.THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. SERVICE DOOR SLAB 90 Sq.Ft. /5.BUILDING AND IMPROVEMENTS•IF ANY,AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES. ALL BUILDING TIT ARE SHOWN TO THE FOUNDATION. WATER/CONSERVATIONO$q. 16.THIS IS NOT A BOUNDARY SURVEY. Fl. T T L E TI 9 Ft. F!. 17.PUBUC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORM.AnONAL PURPOSES ONLY AND ARE NOT TO Be RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS THERE IS A NET SOO AREA 2,002 Sq.Ft. MAXIMUM 2X SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FLATWORK SHALL,AT A MINIMUM.MEET CURRENT D UVAL COUNTY AND ADA STANDARDS CROSS SLOPES SHALL BE NO MORE THAN 2X THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO.PLEASE NOTE THAT UTILITIES(METER BOXES,VALVES.ETC.)SHALL NOT BE INSTALLED WTHIN THE SIDEWALK. 18.A/C PADS MUST MAINTAIN 2'AWAY FROM ANY PROPERTY UNE AYO CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES 11.ORNNAGE STRUCTURES DEPICTED MAY VARY IN SIZE, REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS, REVISION A:REVISED SITE PLAN-UPDATE HOUSE(3/25/15)(SLL/DBG) PREPARED FOR:RIVERSIDE HOMES CERTIFIED To:RIVERSIDE HOMES r Wa BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS — PLANNERS — LAND DEVELOPMENT CONSULTANTS /ax '—\/ 1501 COUNTY ROAD 315 SUITE NO. 108 904 284-2224 <Z• _ GREEN COVE SPRINGS, FL 32043 FAX(904; 284-2258 CERTIFICATE OF AUTHORIZATION LB #6991 ff=Wim'„�,,,„, COPYRIGHT © 2014 NOTATION: F.I R.M.FLOOD ZONE ` °o••' ter, 'I HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: X&X(SHADED) °A the results of a field survey made under my responsible search of title,and therefore the undersigned and Bortrom '" '°'°"'`'�"•'°'" " direction and complies with the latest Standards of Trail Surveying make no Certifications regarding information PANEL NO.: 140075 0408H 6/3/73 aoX� omlwop , qPu Proclice for Surveys as promulgated by the Florida State shown or not shown hereon Pertaining to easements, claims _ Board of Professional Surveyors and Mappers, Chapter of easements,Rights-of-way,setback lines, overlaps, 5J-17 F.A.C.: Pursuant to section 472.027, Florida Boundary Line disputes,agreements,reservations or other FB/PG` N/A statues,subject to all notes and nototions shown hereon, simlor matters which may appear in the abstract,or search. ✓-°O"1f• 1Q1p 1•""'0DATE: SCALE: N/A N/A This survey is prepared and certified far the exclusive use of 11/21/14 1"_30' _ FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of • =�,m,wwi the copies thereof ere not Valid without the Signature and PROJECT NO.: REVISION: N/A the original raised seal of a Florida licensed surveyor and 1349-14-048 A RAYMOND PAUL SUTHERLAND, P.S.M. mapper. STATE OF FLORIDA LICENSE NUMBER LS 6477 1 DRAWN BY: DBO CHECKED BY: MEB SHEET T CF T I Riverside Homes FIDE COPY Site Information Atlantic Beach Country Club Lot 154, Duval Structural Engineer of Record Derek B. Murray PE No. 71457 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 �C * 0 L e e 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 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II (Res) FBC2010 Residential/TPI-2007 Design Program: ITW VIEW 04.00.000 This Package inlcudes 57 truss designs with individual date of design NO JOB ID ITIRS IDI D I NO I JOB ID ITIRS IDI DATE NO JOB ID ITIRSID1 DATE 1 ABCC154 F01 3/13/2015 31 ABCC154 T01A 3/13/2015 2 ABCC154 F02 3/13/2015 32 ABCC154 T02 3/13/2015 3 ABCC154 _ 3 3/13/2015 33 ABCC154 T03- 3/13/2015 4 ABCC154 F03A 3/13/2015 34 ABCC154 T04 3/13/2015 5 ABCC154 F04 3/13/2015 35 ABCC154 T05 3/13/2015 6 ABCC154 F05 3/13/2015 36 ABCC154 T06 3/13/2015 7 ABCC154 F06 3/13/2015 37 ABCC154 T07 3/13/2015 8 ABCC154 F07 3/13/2015 38 ABCC154 T08 3/13/2015 9 ABCC154 F08 3/13/2015 39 j ABCC154 T09 3/13/2015 10 ABCC154 FG01 3/13/2015 40 ABCC154 T10 3/13/2015 11 ABCC154 FG02 3/13/2015 41 ABCC154 T11 3/13/2015 12 ABCC154 FG03 3/13/2015 42 ABCC154 T12 3/13/2015 13 ABCC154 FG04 3/13/2015 43 ABCC154 T13 3/13/2015 14 ABCC154 FGE01 3/13/2015 44 ABCC154 T14 3/13/2015 15 ABCC154 FGE02 3/13/2015 45 ABCC154 T15 3/13/2015 16 ABCC154 FGE03 3/13/2015 46 ABCC154 T16 3/13/2015 17 ABCC154 FS01 3/13/2015 47 ABCC154 T17 3/13/2015 18 ABCC154 GE01 3/13/2015 48 ABCC154 T18 3/13/2015 19 ABCC154 HJ01 3/13/2015 49 ABCC154 T19 3/13/2015 20 ABCC154 HJ02 3/13/2015 50 ABCC154 T20 3/13/2015 21 ABCC154 J01 3/13/2015 51 ABCC154 T21 3/13/2015 22 ABCC154 J02 3/13/2015 52 ABCC154 Vol 3/13/2015 23 ABCC154 J03 3/13/2015 53 ABCC154 V02 3/13/2015 24 ABCC154 J04 3/13/2015 54 ABCC154 V03 3/13/2015 25 ABCC154 J05 3/13/2015 55 ABCC154 VO4 3/13/2015 26 ABCC154 J06 3/13/2015 56 ABCC154 V05 3/13/2015 27 ABCC154 J07 3/13/2015 57 ABCC154 V06 3/13/2015 ♦�� hP` t / �F, 28 ABCC154 J08 3/13/2015 !♦♦♦.� N`S °•{,. p,,', 29 ABCC154 J13 3/13/2015 i �/�'c - `'•'F �i 30 ABCC154T01 3/13/2015 Q 1 .. �W� x �W� Apex Technology = *: of °:?: Apex Technology is a fictitious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No. S'( 7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 .��•� : �1�� The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed .• •' ♦♦♦ above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per �j '••'''``•`P ANSI/TPI 1-2002 Section 2 J? SS I ON\♦♦♦ With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and !�!1:11 R till 611315-31.003 of the Florida Board of Professional Engineers 3/13/2015 Job#ABCC154 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 29'10"00 T04 HIPS 7.00/12 Pitch 1 -Ply 1 1103.29 283.00 2 1068.57 283.00 2 29'10"00 T05 COMN 7.00/12 Pitch 1 -Ply 1 1205.32 279.00 2 1206.55 279.00 1 16'10"08 T06 HIPM 5.00/12 Pitch 1 -Ply 1 1262.55 381.00 2 1451.40 460.00 1 16'10"08 T07 HIPM 5.00/12 Pitch -1 -Ply 1 552.57 156.00 2 547.11 191.00 1 16'10"08 T08 HIPM 5.00/12 Pitch 1 -Ply 1 552.57 148.00 2 547.11 198.00 1 16'10"08 T09 HIPM 5.00/12 Pitch 1 -Ply 1 582.05 71.00 2 637.64 150.00 1 16'10"08 T10 HIPM 5.00/12 Pitch 1 -Ply 1 567.71 60.00 2 631.98 140.00 6 16'10"08 T11 MONO 5.00/12 Pitch 1 -Ply 1 552.57 51.00 2 547.11 130.00 1 16'10"08 T12 COMN 5.00/12 Pitch 1 -Ply 1 552.59 52.00 2 548.54 124.00 2 31'10"00 T13 COMN 5.00/12 Pitch 1 -Ply 1 1125.34 131.00 2 1125.80 131.00 1 31'10"00 T14 COMN 5.00/12 Pitch 1 -Ply 1 1112.32 133.00 2 1095.48 133.00 1 31'10"00 T15 COMN 5.00/12 Pitch 1 -Ply 1 1037.24 324.00 2 1037.24 324.00 1 31'10"00 T16 COMN 5.00/12 Pitch 1 -Ply 1 1037.24 325.00 2 1037.24 325.00 1 31'10"00 T17 COMN 5.00/12 Pitch 1 -Ply 1 1037.24 327.00 2 1037.23 327.00 1 31'10"00 T18 COMN 5.00/12 Pitch 2-Ply 1 2682.72 830.00 2 2682.72 830.00 1 27'10"00 T19 HIPS 7.00/12 Pitch 1 -Ply 1 1029.78 267.00 2 993.00 267.00 1 27'10"00 T20 HIPS 7.00/12 Pitch 1 -Ply 1 1086.96 448.00 2 1089.16 448.00 1 27'10"00 T21 HIPS 7.00/12 Pitch 1 -Ply 1 2260.64 1240.00 2 2260.64 1240.00 1 05'07"00 V01 VAL 7.00/12 Pitch 1 -Ply 1 362.12 75.00 1 09'0700 V02 VAL 7.00/12 Pitch 1 -Ply 1 626.95 149.00 1 13'07"00 V03 VAL 7.00/12 Pitch 1 -Ply 1 891.78 224.00 1 17'07"00 VO4 VAL 7.00/12 Pitch 1 -Ply 1 1156.61 299.00 1 21'07"00 V05 VAL 7.00/12 Pitch 1 -Ply 1 1421.44 376.00 1 25'07"00 V06 VAL 7.00/12 Pitch 1 -Ply 1 1686.27 458.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 03'10"04 F01 SY42 0.00/12 Pitch 1 -Ply 1 3754.41 0.00 2 -815.36 0.00 2 18'01"00 F02 SY42 0.00/12 Pitch 1 -Ply 1 994.58 0.00 2 994.58 0.00 Page 2 of 3 D mm ccm'm< n T1 00 ---j m Z7 CP A W (n N W x D� om °M, ZZ X CJ G) 00 0 —1 � -u z m ;0 D ° m O � O c 0 -i � m m m DO pommmo D m z m m m m m n z D O Cn m 0 m = o n G7 D Z GO) W O>D-DJmc ON x mo,o- � � 0 O m m 00 - z z N m r nT K'm02--i -n � C p 71n �p � n n yCn nZ Zo `O��' Om -i _ -0O rri n � O � O Cn _ C 0o m cow O m m o Z �7 0 o np O GSDril - N D m N m _ D O Cn < cn _ G7 n pm -i m m m o CO Om m p m O z ZZ O y � O � m = o c m p z mC :1E cn m Cn � m nC/, C] O � (n = mn = _ ^� c Cm m p � -1 OD o; w Cl) D m � Cn c z Z O o X o O Cep_ m = O -IZ OM m m � � o Z m D cn m cn N 0 0 D D m= x -nE = on O m -gym M Mo A (, XW m� mrn m0 cn = o nm °0 Cnm � r m zlJ C-) Oz m z nz Glc X� Op op W � -i O m m> c .Z7 Z m0 Or O -� D po oM n = � Fn czn = Z D D O z _ D °D 'MT x O -DI OZ W z ZA a x u z z O c O0 n � o v m °' cn < r z ° 0 D m Z m D O �� N Z -� z m C p 2 G z X -i M,o x O O1 ZO O 0 � � DC7 Wr 71 00 �� _ -- cc CD --j Cl) D o Cl) M r m -� m o> z CO o�1 u cn -U O D Cn Cl) D z rp n 0 <o T �NmmK � � Dm p CD z < oD>� p O D C o� 1 Ln m0 W D O y n m Cn Mm �f 0 W»5 Z D � < r z .7 D -i m n zm <ZZ� c m m W O o0 �c OG)Om —� m .� Cn D W o X v m dJ :U S D 2 m �= m mm AO mT O m n O n r _ =D 2 g D A N < z [n = m m �z Cl) o Zo m O z p p m i � co NO ~ O cn D O z z -� m o C N� C 0 p -4 Z Cn z r U) Cn C Z C � _p a m Cn D z D o D D (n m z Z o Z -U ao D Cn m m m G7 o� C � n O Cnp co mn O r z z < C D z m M 'O m m G7 O � m W � — X< U) O p c X m — m m -n r 00 r m z n m cn 0 � r � m 2T � Z -i m O (7 D -i � �7 ° °gDo m D m o z p � 00 X p G) a m m x> C7 r p p -p D m O �l apZ� m_ m W z o m n � � nm N ��No n z_ m m z = z z �D�D U Z 0 � � D m n G7 zmMO p m z cn G7 O n n D Z 20,z = M p cn Z c no z m Ow No= m o -u m z Cl) O z p m la o � � m cn � -i �Itm p m - ,� � O O �7 cmi) D D D O m z z n co (� o m � z m z o n � mm D � � W C) D � � znp � cl) C m � — o � D C/) r m p = z r- m Z �u �u � --I D om z = n = -gym Z Z n m n O m m m m M D Ti — D OZ � o m z oWoo D � D 0 D DO G) O m z � m C-) D z C) M n D Z D Z 1 m o � m n � z r- O m o p �mD m mm zx I �m �0 >2 DZ lO 00 Z0 0{ ON .Zj D Dm Z 0 m� o� 20 �D O Dm �0 HIP GIRDER REFER TO PLACEMENT PLAN FOR NO OF PLIES mm mm mx Om mm mmo A 2 lz 00 {O >< JACK m Z xn m' mD (7T 2 s Z 0x D < 0 JACK Z� 0 Nm m 1� cn m0 mZ c T N m om JACK 2 D z <o c- c- c- c- c- nA D D D D D °b n C7 C7 C7 C� Z� 77\ ;:7\ ON 0y Z 0 Z D 2 2 10 C0 �C m m mX om L =-i;3 m � O = D D = ) c �> -Ti0 � mcpm ,ZOj00 07 � z = = C/) � mZ nx � � OnX c0nX <_ m� OW Ow r �JOw (nm0 m z� Z � � CnZZ � cnOz � O'- Z O = o m Z 0 D m z 0 G) Fes] mm O � nm m mm I� � — OCA A z p Z D z Z N �! OZD DmTOD 0MZ C7n U) � ccnmcn � � cn (� z0 0 DzzC� m D r � -I � � 0OD0 O - � mCrn � M m po z0 � sp oo � sp O D O 0 0 m ` D c z � O C) zi � DO m m z n O D ' m M _ M m • Dc/)/� � m 2mmm zx 0 m >2 DZ �0 00 Z G) n{_ z0 z D Dm Z 0 m O� ZO ti C =N 71 z D K 7l x U) * U) z m m -1 O Z m 2 m m U) C7 0> m m co D Cl) C � XX D Om C/) O O O Io � m O z0a� O o� Cl) N O D I X 2 CO NIS c m>D —I O ol N C z o D m U)0 m O D C) Z X Z0 ic° m D x Z 00 Z N O O U) NIS N Oo m Z -- cm Mm mm 0 0> W z O <o �a z� o z c No = = C zD mx my r N m G)aCOZ D `D x —{ X< C nm = D ti owp 0 oN a < w a A o} Co Ai co o C, ,aa � i �c.o o� co O y � O D C) E�: O m mm • t..�..i D � -0 rG� p � � Z D D F- C7 m 79 / > j( / \ \ REFER TO GABLE END A - BRACING DETAIL 0 -- 9 / > 0X \) _ _ Grlj / / \ \) 6 / 22 0 oz A m > \\ \ \ � » q < � \ \\ � / / / > / az mo 2m x xp » / ® ® z \\ m � � \ § so / / - \ \ 2 o \�_ \ / \ \ � � / �00 0m \ ) m za on 0 \j ± X c c/ � / / 22 � _ 4 \\ owrno < © 2 a a 0Fn Cf)< _ x� / �� f / 0 M \ \ c - / ? \ z \ / � \ / o » m wm % acs O }( oar z - oz m p2 oo < � c -n 2 / / > / § / � sO r 00 2 / % \ aH \ o / 32 , / / / / / / / / / � c/)= T ® M/ o Q) 2 ® da \ \ / \ / gm a s ym \ \ / f / 2 ® / \ ® / c/) % / y / c . g 5 ® / % Z M 0 ƒ C ® m / m ® / % � e3 ABCC154 Ply:1 SEQN:17437,T21/SY42 Key Largo 31 Qty: 1 FROM: DRW: F01 Wgt:33.6 lbs 03/13/15 11"8 2,4„12 1114X8 1114X5 =5X5 A B C T � 90 1 G 1 10'1"2 1112X4 bgj=5X7 1113X3 F I 1E D �— 1'1"8 2'8"12 r 310"4 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.044 F 343 121 E 3754 /- /- J- /- 13.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.099 F 153 121 D -815 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.026 A - - E Min Brg Width Req= 1.7 Des Ld: 55.00 EXP:NA HORZ(TL):-0.059 A D Min Brg Width Req=- NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.911 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.343 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.486 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1426 0 B-C 1426 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-815#MAX.(See Max F-E 0 -12 E-D 0 0 Top chord 4x2 SP M-30 Reactions table above)from a non-wind load case Bot chord 4x2 SP#2 requires uplift connection. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Lumber value set"l 3B"uses design values approved The overall height of this truss excluding overhang is 1/30/2013 by ALSC 1-8-0. F-A 75 0 B-E 0 -1340 G-F 0 -100 E-C 0 -1644 Special Loads A-E 0 -2313 C-D 832 0 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 100 plf at 0.12 to 100 pit at 3.85 BC-From 10 plf at 0.00 to 10 plf at 3.85 TC-1952 Ib Conc.Load at 0.12 TC- 890 Ib Conc.Load at 2.00 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 -0.33 339 BC 46 -0.46 3.39 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others 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.1-112"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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC154 Ply:1 SEAN:17447/T56/SY42 Key Largo B1 Qty: 3 FROM: DRW: F03 Wgt:109.2lbs / ... 03/13/15 (TYP) f- 1'7"8 -� =43X4 B =3X8 D =3X3 F =[;; 0� :H 1 =4X4 00 T `T J - m1 O + L N10'1"2 - 21 =3X8 =4X5 =4X8 P O N MI L K =4X8 1'1"8 i ♦ 17'5"8 18'7" Loading Criteria(psf) 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 Udefl U# Loc R IU /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.153 E 999 360 O 2045 !- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.300 E 682 273 K 921 /_ /_ /_ /_ /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.021 L - - O Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.044 L K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings O&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.426 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.512 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.597 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-13 685 0 E-F 0 -2385 I:NA GCpi:NA Plate Type(s): B-C 685 0 F-G 0 -2385 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 C-D 0 -1966 G-H 0 -925 Lumber End Vertical Attachment D-E 0-1966 H-1 0 -925 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 through wide face or(3)qty.1-1/2"leg 16-Gage 1" Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 wide(minimum)Crown staples on each narrow face P-0 3 0 M-L 1874 0 Lumber value set"1313"uses design values approved Additional Notes O-N 1043 -257 L-K 0 1 1/30/2013 by ALSC +2x6 continuous strongback.See detail N-M 2392 0 Special Loads STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Per Ply(Ibs) (Lumber 00 plf c.=1.00/Plate 00 pl ac.=1.00) Webs Tens.Comp. Webs Tens. TC-From 100 plf at 0.12 to 100 plf at 18.46 Truss must be installed as shown with lop chord up. PComp. BC-From 10 plf at 0.00 to 10 plf at 18.58 The overall height of this truss excluding overhang is P-A 0 -23 E-M 153 -8 TC- 914 Ib Conc.Load at 0.12 1-8-0. Q-P 0 -11 F-M 0 -251 Plating Notes A-0 0 -1151 M-G 597 0 B-O 0 -263 G-L 0 -1107 All plates are 2X4 except as noted. O-C 0-1616 H-L 0 -235 Plate Shift Table C-N 1142 0 L-1 1254 0 D-N 0 -255 1-K 0 -869 JT Plate Lateral Chord JT Plate Lateral Chord N-E 0 -561 K-J 0 -50 No Size Shift Bite No Size Shift Bite [11] 3X4 2.25 R 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 24 012 18.33 BC 120 0-00 18.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 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 awned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 tA P VEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC154 Ply:1 SEQN:17392/T18/SY42 Key Largo B1 Qty: 1 FROM: DRW: F04 Wgt:92.41bs / ... 03/13/15 1 2,6„ (TYP) A g C p E 61113X4[11] 1112X4 =4X5 2 1112X4 =3X3. 1112X4 =4X5 1112X4 H T 00 1 10'1"2 =4X4[11 =4X5[4] =4X5[7] =5X7 M L K J I 1112X4 16'2"4 Loading Criteria(psi) 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.166 D 999 360 M 890 - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.260 D 746 258 1 890 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.026 J - - M Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.041 J I Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA It Code I Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.231 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.460 Chords Tens.Comp. Chords Tens. Camp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.487 A-B 0 0 E-F 0 -2199 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0-2075 F-G 0 -447 I:NA GCpi:NA Plate Type(s): C-D 0-2075 G-H 0 -447 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 D-E 0-2199 Lumber Hangers I Ties Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP M-30 manufacturer tested capacities and calculations. Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-30 Conditions may exist that require different connections M-L 1297 0 K-J 1544 0 Webs 4x2 SP#3 than indicated.Refer to manufacturer publication for L-K 2356 0 J-I 0 0 additional information. Lumber value set"1313"uses design values approved (J)Hanger Support Required,by others 1/30/2013 by ALSC Bearing 1 (1511 A,10'1"2)THA422 Maximum Web Forces Per Ply(Ibs) Plate Shift Table Supporting Member:(1)4x2 SP#2 Webs Tens.Comp. Webs Tens. Comp. (2)0.162"x3.5"nails into supporting A-M 0 -106 E-K 0 -250 JT Plate Lateral Chord JT Plate Lateral Chord member, No Size Shift Bite No Size Shift Bite (4)0.148"x1.5"nails in flange and M-B 0 -1504 K-F 765 0 Ill 4X4 1.25 L 1.25 [2] 4X5 2.75 L 1.25 (6)0.148"x3"nails into supported B-L 908 0 F-J 0 -1279 [4] 4X5 2.25 L 1.25 [7] 4X5 2.00 R 1.25 member. C-L 0 -243 G-J 0 -215 [11] 3X4 1 25 R 1.25 L-D 0 -327 J-H 1023 0 D-K 0 -182 H-1 0 -903 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 16.19 BC 120 0.00 16.19 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes +2x6 continuous strongback See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 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 Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 tAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No 71457 ABCC154Ply:1 SEQN:17401/T54/SY42 Key Largo B1 Qty: 3 FROM: DRW: F06 Wgt:102.21b3 / ... 03/13/15 T1 0"8 8'10"� 18'2"8 T1 0"8 T 1, T 9'4" —I 2,6,E 1,5„8 (TYP) T 1112X4 A8[21 1112X4 =3X3 1112X4 =3X3 1112X4 R8[121 1112X4 00 1 10'1"2 =4X5 =3X8 1112X4 =3X3 =3X8 =4X5 0 N M L K J 18'2"8 Loading Criteria(psf) 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.245 E 891 360 O 1001 - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.383 E 570 291 J 1001 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037 J - - 0 Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.058 J J 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: 0.279 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.555 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.536 A-B 0 0 E-F 0 -2929 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0 -2445 F-G 0 -2450 I:NA GCpi:NA Plate Type(s): C-D 0 -2445 G-H 0 -2450 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 D-E 0 -2930 H-1 0 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) STRBRIBR1014 for bracing bridging Chords Tens.Comp. Chords Tens. Comp.and brid in Top chord 4x2 SP M-30 Bot chord 4x2 SP M-30 recommendations. O-N 1484 0 L-K 2905 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. N-M 2929 0 K-J 1486 0 Lumber value set"1313"uses design values approved The overall height of this truss excluding overhang is M-L 2930 0 1/30/2013 by ALSC 1-8-0. Plate Shift Table Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite A-0 0 -107 L-F 334 -230 [2] 3X8 4.25 L 1.25 [12] 3X8 4.25 R 1.25 O-B 0 -1721 F-K 0 -530 B-N 11210 G-K 0 -249 Purlins C-N 0 -276 K-H 1126 0 In lieu of structural panels or rigid ceiling use purlins N-D 0 -701 H-J 0 -1723 to laterally brace chords as follows: D-M 118 -71 I-J 0 -107 Chord Spacing(in oc) Start(ft) End(ft) E-L 90 -148 TC 24 000 18.21 BC 120 0.00 18.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others (J)Hanger Support Required,by others 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC154 Ply:1 SEQN:17403/T50/SY42 Key Largo B1 Qty: 6 FROM: DRW: F08 Wgt:107.8lbs / ... 03/13/15 8' 9' 18'9" 8 11 9,9,E 2,6„ 1,9,E (TYP) T Q1 2X4 =3X8 1112X4 =3X3 6 1112X4 =3X3 1112X4 =3X8 1112X4 00 1 10'1"2 3X8[5] 1112X4 =3X3 =3X8[12] P O N M L K =3X8 =3X8 I_ � 18,9" Loading Criteria(psf) 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.247 E 885 360 p 1019 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.387 E 565 292 K 1019 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037_K - - P Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.058 K K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA It 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: 0.392 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.570 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.552 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -2937 I:NA GCpi:NA Plate Type(s): B-C 0 -2414 F-G 0 -2422 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 C-D 0-2414 G-H 0 -2422 Lumber Additional Notes D-E 0-2938 H-1 1 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Top chord 4x2 SP M-30 STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 recommendations. Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. P-0 1427 0 M-L 2904 0 Lumber value set '1313"uses design values approved The overall height of this truss excluding overhang is O-N 2936 0 L-K 1430 0 1/30/2013 by ALSC 1-8-0. N-M 2938 0 Plate Shift Table Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [5] 3X8 3.50 L 1.25 [6] 3X3 1.25 R 1.25 Q-P 0 -10 M-F 344 -225 [12] 3X8 3.50 R 1.25 A-P 0 -106 F-L 0 -562 P-B 0 -1678 G-L 0 -248 Purlins B-0 11520 L-H 1158 0 In lieu of structural panels or rigid ceiling use purlins C-O 0 -277 H-K 0 -1681 to laterally brace chords as follows: 0-D 0 -737 I-K 0 -105 Chord Spacing(in oc) Start(ft) End(ft) D-N 129 -67 K-J 0 -10 TC 24 0.13 18.38 E-M 67 -135 BC 120 0 13 18.38 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No 71457 ABCC154 Ply:2 SEQN:17441/T43/FLAT Key Largo B1 Qty: 1 FROM. DRW: FG02 Wgt:204.4lbs / ... 03/13/15 1'6" 3'8"15 1 611"9 7'11" 10'1" 12' 14'1"15 16'7" 1'6" 2'2"15 2'4"11 1'9"7 2'2" 1'11" 2'1"15 2'S"1 4X8[6] A 3X4[1] B = 8[81 D 1112X4 1112X4 ----G8X8 =4X8 =4X8[24] T - °° W W6 W1 W1 W1 10'1"2 11182X4[21 =3X8[4] =4X8[7) P 8[9]O N M B2 -3L 8[21]= =-4X8[231 J 1'1"8 =H0510 1114X5 15'5"8 1'0"81 2'2"15 2'4"11 10"1 y5 L 2'7"8 2'0"1 2'4"5 1110"13 f 1,0"8T 3'3"7 1 5'8"1 '1 10'3"12 12'3"13 + 14'8"3 167 Loading Criteria(psi) 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.192 F 955 240 R 5729 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.319 F 575 183 J 4633 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 J - - R Min Brg Width Req= 3.0 Des Ld: 55.00 EXP:NA HORZ(TL): 0.072 J J Min Brg Width Req= 2.4 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings R&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.400 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.832 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.848 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 869 0 E-F 0 -5985 I:NA GCpi:NA Plate Type(s): B-C 544 -1881 F-G 0 -5907 Wind Duration:NA WAVE,HS VIEW Ver:14.03.01G.0122.23 C-D 184 -4500 G-H 0 -5050 Lumber Plate Shift Table D-E 0 -5856 H-1 0 -2839 Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord Top chord 2x6 SP SS Dense No Size Shift Bite No Size Shift Bite Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-30:132 2x4 SP M-31: Ill 3X4 2.75 R 1 25 [2] 2X4 S 2.50 Chords Tens.Comp. Chords Tens. Comp. Webs 2x6 SP#2 [4] 3X8 S 1.25 [6] 4X8 S 1.25 [7] 4X8 S 1.25 [8] 4X8 S 1.25 S-R 0 -8 N-M 5985 0 W2,W6,W11,W13ID#2 3: 4X8 S 1.25 R-Q 0-1418 M-L 5417 0 W4,W6,W15 2x4 SP#2: 191 [21j 3X8 3.50 L 1.25 [23] 4X8 3.25 L 1.25 [24] 4X8 3.25 R 1.25 O-P 2513 -473 L-K 3502 0 Lumber value set"13B"uses design values approved P-0 4953 -132 K-J 45 0 1/30/2013 by ALSC Purlins O-N 4953 -132 Nailnote In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.131"x3",min.nails Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. Top Chord:2 Rows @ 4.50"o.c.(Each Row) TC 24 0.00 16.58 Bot Chord:1 Row @12.00"o.c. BC 120 0.00 16.58 A-S 223 0 N-E 0 -779 Webs :1 Row @ 4"o.c. Apply purlins to any chords above or below fillers A-R 0-1376 F-M 84 -483 Use equal spacing between rows and stagger nails at 24"OC unless shown otherwise above. in each row to avoid splitting. R-B 0 -1902 M- 725 106 The TC of this truss shall be braced with attached B-Q 2583 0 G-L L 12 -1098 Special Loads spans at 24"OC in lieu of structural sheathing. Q-C 0 -1890 L-H 1877 0 Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00 C-P 2390 0 H-K 0 -1981 -- ( ) Additional Notes P-D 0 -1355 K-1 3344 0 TC-From 100 plf at 0.00 to 100 plf at 4.00 TC-From 50 plf at 400 to 50 plf at 16.58 Truss must be installed as shown with top chord up. D-N 1270 0 I-J 0 -2272 . BC-From 10 plf at 0.00 to 10 plf at 4 00 The overall height of this truss excluding overhang is BC-From 5 plf at 4.00 to 5 plf at 16.58 1-8-0, TC-1850 Ib Conc.Load at 0.00 TC- 560 Ib Conc.Load at 4.00 TC-1001 Ib Conc.Load at 6.00,8.00,10.00,12.00 14.00,15.83 Plating Notes All plates are 3X8 except as noted. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC154 Ply:2 SEQN:17192/T47/FLAT Key Largo B1 Qty: 1 FROM: DRW: FG04 Wgt:71.41bs / ... 03/13/15 2'8"8 4'10"4 5'5" 2'8"8 2'1"12 6"12 1115X5 1 1112X4 -=-=5X5[61 - co W W2 10'1"2 F E D 14X5 2'8"8 HO514[5] 2'8"8 1114X� 2'8"8 T 5'5" A Loading Criteria(psf) 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 loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.021 B 999 240 F 4255 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.042 B 999 180 D 2942 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 A - - F Min Brg Width Rea= 2.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.004 A D Min Erg Width Req' 1.7 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings F&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.348 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.182 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.895 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-1746 B-C 0 -1746 l:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE,HS VIEW Ver:14.03.01 G.0123.00 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Purlins Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins F-E 64 0 E-D 50 0 Top chord 2x6 SP SS Dense to laterally brace chords as follows: Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.42 Maximum Web Forces Per Ply(Ibs) Webs 2x6 SP#2:W2,W4 2x4 SP#3: BC 65 0.00 5.42 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"1313"uses design values approved Apply purlins to any chords above or below fillers 1/30/2013 by ALSC at 24"OC unless shown otherwise above. A-F 0-2091 E-C 1879 0 The TC of this truss shall be braced with attached A-E 1864 0 C-D 0 -1435 Nailnote Nail Schedule.0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. B-E 0 -1657 Top Chord 2 Rows @ 2.50"o.c.(Each Row) Additional Notes Bot Chord:1 Row @4"o.c.o.c. Truss must be installed as shown with to chord u Webs 1 Row @ 4"o.c. P P Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is in each row to avoid splitting. 1-8-0. Special Loads ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 474 pit at 0.00 to 474 plf at 5.42 BC-From 10 plf at 0.00 to 10 plf at 5.42 TC-2435 Ib Conc.Load at 0 54 TC-1101 Ib Conc.Load at 2 54 TC-1039 Ib Conc Load at 4.54 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Ill 5X5 3.50 R 1.50 [5] H0514 S 1.25 [6] 5X5 1.25 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 Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No 58544 PE No.71457 ABCC154 Ply:1 SEQN:17449/T41/SY42 Key Largo B1 Qty: 1 FROM. DRW: FGE02 Wgt:105.0 lbs Page 1 of 2 / ... 03/13/15 2'4" 18'7" 2'4" J 16'3" -I L �f-_1'_-�11,18 1�---� 1�---1 1�� 1�—"� 1�—'� 1f'—'� 1'2"8 1'2"8 _1�'—1 1'2"8 1'2"8 1� —'� 1i 1 1�--� A B C D E F G H I J K L M N _ O P 3X4 III3X4 W= «a-r T �T 3X4 Q�-- 00 o'1AH 1 10'1"2 AG AF 4X5 AE AD AC AB AA Z Y W=3XX W V U T S R 1114X4 1111X3 1111X3 III 1X3 III 1X3 III 1 X3 1111X3 III 1X3 1111X3 III 1X3 III 1 X3 1111X3 17'5"8 18'7" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF 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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.030 AG 503 121 AF 2178 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.055 AG 275 121 AF-48 /151 /- /- /- /206 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.021 A - - AE /935 Des Ld: 55.00 EXP:NA HORZ(TL):-0.038 A AF Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 AF Min Brg Width Req= - Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.963 Bearing AF is a rigid surface. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.434 Bearing AF Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.275 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) 1:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 A-B 685 0 I-J 1 0 Lumber Additional Notes B-C 686 0 J-K 1 0 C-D 1 0 K-L 1 0 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging D-E 1 0 L-M 1 0 Top chord 4x2 SP#3 recommendations. E-F 1 0 M-N 1 0 Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. F-G 1 0 N-0 1 0 Webs 4x2 SP#3 The overall height of this truss excluding overhang is G-H 1 0 O-P 1 0 Lumber value set"136"uses design values approved 1-8-0. H-1 1 0 1/30/2013 by ALSC Special Loads Maximum Bot Chord Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Chords Tens.Comp. Chords Tens. Comp. TC-From 200 plf at 0.12 to 200 plf at 1.13 AG-AF 2 0 Y-X 0 -1 TC-From 100 plf at 1.13 to 100 plf at 18.46 AF-AE 0 -38 X-W 0 -1 BC-From 10 plf at 0.00 to 10 plf at 18.58 AE-AD 0 -1 W-V 0 -1 TC- 876 Ib Conc.Load at 0 12 AD-AC 0 1 V-U 0 1 Plating Notes AC-AB 0 1 U-T 0 1 AB-AA 0 1 T-S 0 1 All plates are 2X4 except as noted AA-Z 0 1 S-R 0 1 Purlins Z-Y 0 1 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 24 -0.00 18.21 AG-A 0 -14 AF-C 0 -1147 BC 120 -0.13 1821 AH-AG 0 -6 P-R 0 -57 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. A-AF 0 -1153 R-Q 0 -8 B-AF 0 -235 End Vertical Attachment Attach notched end vertical(s)to next end vertical Maximum Gable Forces Per Ply(Ibs) using(3)qty.10d box or(0.128"x3"min)gun nails Gables Tens.Comp. Gables Tens Comp. through wide face or(3)qty 1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face C-AE 931 0 J-X 0 -133 D-AD 0 -142 K-W 0 -133 E-AC 0 -132 L-V 0 -133 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC154 Ply:1 SEAN:17390/T37/SY42 Key Largo B1 Qty: 1 FROM: DRW: FGE03 Wgt:100.8 lbs / ... 03/13/15 I-'--I 'F--{ 'F----I 'I--{F '-------{ '�-{I '----{ 'I�-I 'f----II-'--I 'f--I 'I---I '12,18 f--i F---'---I a>— AHA B C D E F G H I J K L M N O P T W=3X4 oo 1 10'1"2 AG AF AE AD AC AB W=3M Z Y X W V U T S R III 1 X3 III 1X3 III 1X3 III 1X3 III 1X3 III 1X3 III 1X3 III 1X3 III 1X3 III 1X3 III 1X3 III 1X3 III 1X3 18'9„ 18'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF 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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 P 999 360 AG-109 /- /- /- /- /225 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 P 999 292 AG Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 P - - Bearing AG Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 P NCBCLL: 10.00 Mean Height:NA ft Code/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: 0.190 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 A-B 0 0 1-J 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 B-C 0 0 J-K 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 K-L 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 L-M 0 0 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 E-F 0 0 M-N 0 0 Lumber Additional Notes F-G 0 0 N-0 0 0 G-H 0 0 O-P 0 0 Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. H-1 0 0 Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Bot chord 42 SP#3 1-8-0. Webs 42 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"136"uses design values approved Chords Tens.Comp. Chords Tens. Comp. 1/30/2013 by ALSC AG-AF 0 0 Y-X 0 0 AF-AE 0 0 X-W 0 0 Bracing AE-AD 0 0 W-V 0 0 Sheathing is required for any longitudinal(drag)forces. AD-AC 0 0 V-U 0 0 All connections to be designed by the building AC-AB 0 0 U-T 0 0 designer. AB-AA 0 0 T-S 0 0 Fasten rated sheathing to one face of this frame. AA-Z 0 0 S-R 0 0 Z-Y 0 0 Plating Notes All plates are 2X4 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp Webs Tens. Camp. In lieu of structural panels or rigid ceiling use purlins AH-AG 0 -9 P-R 0 -42 to laterally brace chords as follows: A-AG 0 -56 R-Q 0 -8 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 18.38 Maximum Gable Forces Per Ply(Ibs) BC 120 0 13 18.38 Gables Tens Comp. Gables Tens Camp Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. B-AF 0 -146 J-X 0 -133 C-AE 0 -131 K-W 0 -133 End Vertical Attachment D-AD 0 -134 L-V 0 -133 Attach notched end vertical(s)to next end vertical E-AC 0 -133 M-U 0 -133 using(3)qty. 10d box or(0.128"x3"min)gun nails F-AB 0 -133 N-T 0 -135 through wide face or(3)qty.1-1/2"leg 16-Gage 1" G-AA 0 -133 O-S 0 -128 wide(minimum)Crown staples on each narrow face H-Y 0 -133 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC154 Ply:1 SEQN:17286/T34/GABL Key Largo B1 Qty: 2 FROM: DRW: GE01 Wgt:9.1lbs ! ... 03/13/15 1'9"12x'0' 1'9"12 1'22 12 4 E---)) 1112X4�12X4 B (V A - 0 2"10 LJ 10'1"2 �-2'0"8 1'7"12 4"1 17'12 2'0" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A' 60 /13 /65 /- /14 /24.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 C A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL): 0.001 C Bearing A is a rigid surface. NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.045 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.055 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.008 A-B 3 -13 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Chords Tens.Comp. Lumber Value Set:1313(Effective 6/1/2013) A-C 29 -2 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Gable Forces Per Ply(Ibs) Webs 2x6 SP#2 Gables Tens Comp. Lumber value set 1313"uses design values approved B-C 43 -38 1/30/2013 by ALSC Plating Notes All plates are 3X4(D1)except as noted. (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 0.15 2.04 BC 25 0.00 2.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design Additional Notes See DWGS A14015ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 0-10-12. 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 Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904 821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC154 Ply:1 SEAN:17279/T10/HIP_ Key Largo B1 Qty: 3 FROM: DRW: HJ02 Wgt:35.0lbs, / ... 03/13/15 7'11"11 9'10"1 9'11"9 7'11"11 1'10"6 8 C 13'2"10 3.54 12 �u 2X4 B c") 3X4(Bl) T J° 10'1"2 \o,3X4 D 9'7"10 "7 9'7"10 91 8 911"9 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 D 999 240 A 321 /86 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.019 D 999 180 D 603 /197 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 D - - C -177 /- /77 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.023 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.589 D Min Brg Width Req=P C Min Brg Width Req= - - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.380 Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.329 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 Lumber Additional Notes A-B 179 -399 B-C 22 -51 Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-177#MAX.(See Max Top chord 2x4 SP M-30 Reactions table above)from a non-wind load case Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-31 requires uplift connection. Chords Tens.Comp. Webs 2x4 SP#3 The overall height of this truss excluding overhang is A-D 357 -153 Lumber value set '1313"uses design values approved 3-5-0. 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-D 265 -575 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- 49 Ib Conc.Load at 1.52 TC- 152 Ib Conc.Load at 4.35 TC- 253 Ib Conc.Load at 7.18 BC- 27 Ib Conic.Load at 1.52 BC- 85 Ib Conc.Load at 4.35 BC- 142 Ib Conc.Load at 7.18 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 24 000 9.84 BC 75 0.13 9.74 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAPE6X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No 58544 PE No.71457 ABCC154 Ply:1 SEAN:17211/T12/JACK Key Largo B1 Qty: 12 FROM: DRW: J02 Wgt:9.8Itis / ... 03/13/15 12 B 7 22'11"6 �r c� 3X4(B2) N T A 6"14 20'11" C - 3' t'88 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L1# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 101 /14 /52 /- /77 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 43 /- /18 /- /- /1.5 BCDL 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B B 79 /73 151 /- 1- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.003 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.36 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.209 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.130 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.03.016.0123.00 Chords Tens.Comp. Lumber A-B 40 -62 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens Comp. Lumber value set"l 3B"uses design values approved A-C 0 0 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 35 0.05 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-3-14. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC154 Ply:1 SEQN:17215/T3/EJAC Key Largo B1 Qty: 26 FROM: DRW: J04 Wgt:22.4lbs, / ... 03/13/15 B 25'3"6 _ 12 7 v 3X4(B2) T A 6"1" zo11' C 7' "8 r 7' 7 "8 Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 233 /46 /124 /- /189 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 101 /- /44 !- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.018 B B 181 /170 /117 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.029 C Wind reactions based on-MWFRS NCBCLL: 10.00 Mean Height:23.53 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.760 C Min Brg Width Req= - S P Load Duration:1.25 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.424 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:O to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0123.00 Lumber A-B 91 -132 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"l 3B"uses design values approved A-C 0 0 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 83 0.05 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-7-14. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC154 Ply:1 SEAN:17265/T38/JACK Key Largo B1 Qty: 6 FROM: FR : J06 Wgt:9.8lb! / ... 03/13/15 12 5 B 11'7"1 3X4(B2) A 67 10'1"2 C 3' 1, 118 31 "8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 101 /18 /51 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 43 /- /16 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C B 76 /45 /38 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.002 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.326 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.124 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Chords To C Lumber A-B 29 -71 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set '13B"uses design values approved A-C 0 0 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chard Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 34 0.08 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-9-7. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC154 Ply:1 SEAN:17269/T29/EJAC Key Largo B1 Qty: 15 FROM: DRW: J08 Wgt:21.011 / ... 03/13/15 B 13'3"l 12 5 r` M 3X4(B2) T A 6"7 10'1"2 C 7' "8 7' 7 -8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 231 /46 /118 /- /102 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 100 /- 140 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 C B 177 /102 /88 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.025 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.729 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.412 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.03.016.0122.23 Chords Tens.Comp. Lumber A-B 68 -96 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values approved A-C 0 0 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.08 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-5-7. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX I Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC154 Ply:1 SEQN:17181/T35/HIPS Key Largo B1 Qty: 1 FROM: DRW: T01 Wgt:168.0Ibs / ... 03/13/15 7' 124"8 17'7"4 22'10" 29'10" 7' 54"8 5'2"12 52"12 7' 6X8 =3X4 1112X4 =6X8 C D E F _ 12 7 v r = j4B aX 6X8C 2X4(C5) 8=(C25X)4 (C5) 1 14 �20'11" 1112X41M10 =3X[11 -H0 10 3X8[17] III 3X4 7'1"12 4'108 3'11"12 1'8"4 5' 7'1"12 7'1"12 12'0"4 16' 17'8"4 22'8"4 29'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed. 130 mph Pf:NA Ce:NA VERT(LL): 0.200 E 999 351 A 2401 /1319 /- /- !- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.385 E 910 351 H 2469 /1360 /- !- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.050 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.097 C A Min Brg Width Req= 2.4 NCBCLL: 10.00 Mean Height:23.53 ft Code I Misc Criteria Creep Factor:1.5 H Min Erg Width Req= 2.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.647 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.965 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.644 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 2311 -4131 E-F 2582 -4597 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0123.00 B-C 2275 -4079 F-G 2351 -4208 Lumber Purlins C-D 2531 -4518 G-H 2387 -4260 D-E 2581 -4596 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP M-30 to laterally brace chords as follows: Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 TC 24 0.00 29.83 Chords Tens.Comp. Chords Tens. Comp. Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' BC 62 0.29 29.54 Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Apply purlins to any chords above or below fillers A-M 3441 -1913 K-J 4560 -2567 at 24"OC unless shown otherwise above. M-L 3458 -1917 J-1 3571 -1983 Lumber value set"13B"uses design values approved L-K 4560 -2567 I-H 3553 -1979 1/30/2013 by ALSC Additional Notes Special Loads The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) - ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) 4-7-14Webs Tens.Comp. Webs Tens. Comp. TC-From 56 pIf at 0.00 to 56 plf at 7.00 C-M 540 -97 E-J 536 -602 TC-From 28 plf at 7.00 to 28 plf at 22.83 C-L 1383 -801 J-F 1323 -772 TC-From 56 plf at 22.83 to 56 pIf at 29.83 L-D 537 -624 1-F 591 -99 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 22.82 D-J 47 18 BC-From 10 plf at 22.82 to 10 pIf at 29.83 TC- 241 Ib Conic.Load at 7.01,22.82 TC- 181 Ib Conic.Load at 9.06,11.06,13.06,15.69 17.69,19.69,21.69 BC- 480 Ib Conic.Load at 7.01,22.82 BC- 101 Ib Conic.Load at 9 06,11.06,13.06,15.69 17.69,19.69,21.69 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [10] 2X4 S 2.75 [11] 3X4 1.25 R 1.25 [17] 3X8 3.25 R 1.25 Wind Wind loads and reactions based on MWFRS. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No60339PE No.58544 PE No 71457 ABCC154 Ply:1 SEQN:17246/T20/HIPS Key Largo B1 Qty: 2 FROM: DRW: T02 Wgt:140.0 Itis / ... 03/13/15 9' 14'11" 20'10" 29'10" 9' 5'11" 5'11" 9' %68X8 C4 T2 =6XX8 12 7 e m in =4X4(B2)A E-4X4(B2) 1112X4 =3X8 =3X4 1112X4 I H G F 9'1"12 1'1" 4'8"4 9'1"12 9'1"12 14'11" 16' 20'8"4 29'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.083 C 999 356 A 1101 /481 /463 /- /149 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.151 C 999 356 E 1101 /481 /463 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.042 F - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.076 F A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.11 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.682 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.995 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.167 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 720 -1680 C-D 788 -1490 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 B-C 788 -1490 D-E 720 -1680 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP M-30:T2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-1 1340 -482 G-F 1345 -481 Webs 2x4 SP#3 1-H 1345 -481 F-E 1340 -482 Lumber value set"'I3B"uses design values approved H-G 1345 -481 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: B-1 252 0 H-D 318 -140 Chord Spacing(in oc) Start(ft) End(ft) B-H 318 -139 F-D 252 0 TC 24 0.00 29.83 C-H 182 -265 BC 91 0.05 29.78 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design Additional Notes The overall height of this truss excluding overhang is 5-9-14. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No,58544 PE No.71457 ABCC154 Ply:1 SEQN:17254/T17/HIPS Key Largo B1 Qty: 2 FROM: DRW: T04 Wgt:152.6 lbs ! ... 03/13/15 13' 16'10" 23'2"4 29'10" 6'6" 3,10 6'4"4 67'12 =4X5 C=5X5 D 12 7 r 1112X4 B (a) E,3X4 ro 114X5(B2)A F=4X4(82) =3X4 =3X4 =3X8 B2 1112X4 , 20'11" I H G 67"12 9'4"4 8" 67 12 6'6" JA 67"12 16' 6'8 4 23'4" 29'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.105 B 999 356 A 1103 /282 /470 /- /218 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.194 B 999 356 F 1069 /282 /470 /- /- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.048 G - - Wind reactions based on MWFRS Des Ld. 32.00 EXP:C HORZ(TL): 0.089 G A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:25.28 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.613 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.887 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.642 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 674 -1831 D-E 605 -1359 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 850 -1808 E-F 678 -1700 Lumber C-D 587 -1097 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-31 :B2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-J 1497 -489 H-G 1385 -490 Lumber value set"13B"uses design values approved J-1 1066 -273 G-F 1385 -489 1/30/2013 by ALSC I-H 1066 -273 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member_ Webs Tens.Comp. Webs Tens. Comp. B-J 316 -366 H-D 375 -131 Purlins J-C 676 -323 H-E 274 -407 In lieu of structural panels or rigid ceiling use purlins C-H 237 -129 E-G 163 -13 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 29.83 BC 120 0.05 29.78 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 8-1-14. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821 5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC154 Ply:1 SEAN:17288/T33/HIPM Key Largo B1 Qty: 1 FROM: DRW: T06 Wgt:78.41bs / ... 03/13/15 7' 11'11"4 16'10"8 7' 4'11"4 4'11"4 =4X8 1112X4 =4X5[14] B C D 12 5 71 in ih =4X5(B2) T 67 U 101"2 1112X4.[8] =H03G10 F B2 1112X4[1] 7'1 "12 �1 2'10"4 2' =4X8[13] 4'10"8 T1 12 10' 12' 16'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.111 H 999 240 A 1263 /381 /- /- 1- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.209 H 964 201 E 1451 /459 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.056 E A Min Brg Width Rey= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.936 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.967 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.853 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens, Comp. GCpi:0.18 Plate Type(s): A-B 772-2545 C-D 596 -1902 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0122.23 B-C 596 -1902 Lumber Hangers/Ties Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Wind Bot chord 2x4 SP M-30:B2 2x4 SP#2: WinA-H 2269 -677 G-F 2304 -683 Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. H-G 2304 -683 F-E 16 -5 Lumber value set"13B"uses design values approved Right end vertical not exposed to wind pressure. 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. Special Loads The overall height of this truss excluding overhang is ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) 3-5-7. B-H 753 -135 F-D 2239 -701 TC-From 55 plf at 0.00 to 55 plf at 7.00 B-F 104 -477 D-E 469 -1376 TC-From 28 plf at 7.00 to 28 plf at 16.88 C-F 356 -642 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 16.88 TC- 127 Ib Conc.Load at 7.01 TC- 177 Ib Conic.Load at 9.06,11.06,13.06,15.06 BC- 703 Ib Conic.Load at 7.01 BC- 100 lb Conc.Load at 9.06,11 06,13.06,15.06 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [8] 2X4 S 2.25 [13] 4X8 3.00 R 1.25 [14] 4X5 1.75 R 1.75 [16] 2X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Starl(ft) End(ft) TC 24 0.00 16.88 BC 83 0.08 16.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC154 Ply:1 SEAN: 17292/T30/HIPM Key Largo B1 Qty: 1 FROM: DPW: T08 Wgt:88.2lbs / ... 03/13/15 57"12 11' 16'10"8 5 7"12 5'4"4 5"10"T 1114X5 C =3X3 D _ 12 5 F,--- 3X4 B 3X4(82) A T 6'7 � 10'1"2 1112 H0 4 =3X4 F 3X8 1112X4[15] E 5'6" 4'6" 1'1"1 58"12 5'6" 10' 11'1"1 16'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 H 999 240 A 553 1148 /281 /- /161 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.071 H 999 201 E 547 /197 /253 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.021 F A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code FBC 2010 RES Max TC CSI: 0.445 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.889 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.316 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 309 -962 C-D 239 -463 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 212 -561 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-H 832 -422 G-F 831 -424 Webs 2x4 SP#3 H-G 831 -424 F-E 0 0 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord H-B 151 0 F-D 606 -312 No Size Shift Bite No Size Shift Bite B-F 207 -412 D-E 294 -525 [15] 2x4 S 2.50 C-F 154 -177 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 1688 BC 120 0.08 16.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 5-1-7. 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 Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC154 Ply:1 SEQN:17310/T14/HIPM Key Largo B1 Qty: 1 FROM: DRW: T10 Wgt:86.8lbs / ... 03/13/15 _7'6^ 15' 16'10"8 7'6" 1'8"2 5'9"14 1'10"8 1112X4 D=4X4 E _ 12 C 5 0X4 ,%,2X4 B m io =3X4(82) A 101 2 -�- -5X5 82 1113X4[1 F] 10' 6'10"8 10' 16'1 T8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L1# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.034 B 999 240 A 568 /59 /285 /- /161 /5.5 BCU-: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 B 999 201 F 632 /140 /290 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.019 E A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brig Width Req= P g Soffit2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.801 Bearing A Fcperp=565psi. : Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.756 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.444 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 232 -947 C-D 182 -638 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 162 -675 D-E 0 0 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens. Comp. Top chord 2x4 SP#2 member design. Chords Tens.Comp. Bot chord 2x4 SP#2:B2 2x4 SP M-30: Right end vertical not exposed to wind pressure. A-G 811 -395 G-F 144 77 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table B-G 299 -458 D-F 278 -520 JT Plate Lateral Chord JT Plate Lateral Chord G-D 637 -225 E-F 37 -51 No Size Shift Bite No Size Shift Bite [16] 3X4 S 2.50 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 16.88 BC 120 0.08 16.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance Additional Notes The overall height of this truss excluding overhang is 6-9-7. 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 ABCC154 Ply:1 SEAN:17312/T27/COMN Key Largo 131 Qty: 1 FROM: DRW: T12 Wgt:84.0lbs / ... 03/13/15 7,5..1092"2 12'2"1 16'10"8 7,5,.10 1,8•,7 3• 41", E 112X4 - - - - -- 03X4 D 12 5 o 3X4 C n_ 2X4 B 3X4(Bz) T tt�� 10'1"2 '1- =5X5 1113X4[11 G 10' 6'10"8 10' 16'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.020 B 999 240 A 553 /52 /283 /- /178 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.038 B 999 201 F 549 /124 /303 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.016 F A Min Brg Width Rey= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= P g Soffit: 2.00 4.2 TCDL: sf Bldg Code: FBC 2010 RES Max TC CSI: 0.515 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.865 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.524 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 186 -870 C-D 142 -587 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 B-C 132 -624 D-E 42 -59 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp, Chords Tens. Camp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 A-G 734 -362 G-F 373 -182 Webs 2x4 SP#3 Lumber value set"136"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table B-G 230 -346 D-F 273 -557 JT Plate Lateral Chord JT Plate Lateral Chord G-D 413 -137 E-F 88 -110 No Size Shift Bite No Size Shift Bite [14) 3X4 S 2.50 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 16.88 BC 120 0.08 16.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by otheis Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 7-5-3 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 ABCC154 Ply:1 SEON:17320/T31/COMN Key Largo 31 Qty: 1 FROM: DRW: T14 W gt:151.2 1 bs 03/13/15 76" 9'2"2 15 16'10" 22'7"14 24'2"4 31'10" 7'6" 1'8"2 5'9"14' 1'10" 69"14 1'6"6 77'12 :5X5 =5X5 - D E 12 5 :3X4 C F�3X4 G\ 1112X4 B 3X4 m (a) 4X5(B2)A H=4X5(B2) i -101 2 -3X4 =3X4 =3X8 1112X4 L K J I 77'12 8'4"48" 7'7"12 7'6" 77"12 16' 68'4 24'4" 31'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L1# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.189 J 999 379 A 1112 /132 /464 /- /143 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.351 J 999 379 H 1095 /132 /464 /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.075 1 - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.138 1 A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.786 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.895 Spacing:24.0" MWFRS Parallel Dist:In to 2h Rep Factors Used:Yes Max Web CSI: 0.593 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.18 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 787-2243 E-F 638 -1606 Wind Duration:1.60 WAVE VIEW Ver:14.03,01G.0122.23 B-C 883-2217 F-G 618 -1639 C-D 904 -2180 G-H 786 -2166 Lumber D-E 642-1445 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"136"uses design values approved A-L 1993 -646 J-I 1922 644 1/30/2013 by ALSC L-K 1424 -400 I-H 1922 -643 K-J 1424 -400 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member Webs Tens.Comp. Webs Tens. Comp. Purlins B-L 274 -403 J-E 414 -139 In lieu of structural panels or rigid ceiling use pudins L-D 760 -318 J-G 287 -561 to laterally brace chords as follows: D-J 301 -140 G-1 199 0 Chord Spacing(in oc) Starl(ft) End(ft) TC 24 0.00 31.83 BC 120 0.08 31.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-9-7 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 ABCC154 Ply:1 SEON:17324/T32/COMN Key Largo B1 City. 1 FROM: DRW: T16 Wgt:156.8lbs / ... 03/13/15 57"12 11' 15'11" 20'10" 26'24 31'10" 57"12 5'4"4 4'11" 4'11" 5'4"4 5712 %4CX5 =3DX4 1114X5 12 _ 5 F_-,- 3X4 3X4 B F 3X4 1 4X�B2)A G= '4X4(62) y, 101 2 1112X4 =3X8 =3X L =3X8 2X4 J I H 5'6" 5.7"12 K 4,104 4,8'.4 57"12 5'6" 5'g" 11'1"12 16' 20'8"q 26A' 31'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICS1 Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.178 D 999 379 A 1037 /325 /465 /- /105 /5-5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.346 D 999 379 G 1037 /325 /465 /- /- /5-5 BCDL 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.070 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.137 H A Min Brg Width Req= 1.5 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 NCBCLL: 10.00 9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.636 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.981 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0.251 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.18 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 841 -2056 D-E 755 -1574 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 B-C 764 -1749 E-F 764 -1749 C-D 755 -1574 F-G 841 -2056 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-L 1831 -719 J-1 1702 -637 Lumber value set"136"uses design values approved L-K 1832 -721 1-H 1832 -721 1/30/2013 by ALSC K-J 1702 -637 H-G 1831 -719 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) L-B 95 -22 D-I 124 -282 TC 24 0.00 31.83 B-K 180 -330 I-E 367 119 BC 96 0.08 31.75 C-K 367 -119 1-F 180 -330 Apply purlins to any chords above or below fillers K-D 124 -282 F-H 95 -22 at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-1-7. 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 ABCC154 Ply:2 SEQN:17349/T23/COMN Key Largo B1 Qty: 1 FROM DRW: T18 Wgt:322.01bs / ... 03/13/15 T 12'10"12 _ 1T 18'9"8 24'10" 31'10"_ 7' 5'10"12 41"4 1'9"8 6'0"g 7' 12 =4X8 1112CX4 --3X4 =E4 =4X8 5 � - T in 1M 3X8(B1)A G=-3X8(Bl) = i 10'1"2 1112L 4 =3X18 10] =�X5 =314[18] 1112X4 7'1"12 5'8"8 2'1112 33"4 57' 71"12 7'1"12 12'10"4 15'10 191"4 24'8"4 31'10" ♦Maximum Reactions Ibs Loading Criteria(psf) Wind Criteria Snow Criteria(Fg,Pf in FSF) Defl/CSI Criteria ( ) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.257 C 999 378 A 2683 /830 /- /- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.484 C 782 378 G 2683 1830 /- / / /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.051 B - - Wind reactions based on MWFRS Des Lid: 32.00 EXP:C HORZ(TL): 0.096 B A Min Brg Width Req 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 P Soffit: 2.00 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.407 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.511 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.446 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.18 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 925 -2978 D-E 1189 -3765 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 B-C 1189-3766 E-F 1182 -3752 Lumber Plate Shift Table C-D 1189-3765 F-G 924 -2974 Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord Maximum Bot Chord Forces Per Ply(lbs) To chord 2x4 SP M-30 No Size Shift Bite No Size Shift Bite Top chord 2x6 SP SS Dense [10] 3X8 2.75 L 1.25 [18] 3X4 2.25 R 1.25 Chords Tens.Comp. Chords Tens. Comp. Bo Webs 2x4 SP#3 Purlins A-L 2711 -837 J-I 3786 -1200 H Lumber value set '13B"uses design values approved L-K 2727 -840 1-ng - 2723 -839 1/30/2013 by AI-SCto lieu of structural panels or rigid ceiling use purlins K-J 3786 -1200 H-G 2708 -837 to laterally brace chords as follows: Nailnote Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 31.83 Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.131"x3",min.nails BC 120 0.15 31.69 Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"O.C. Apply purlins to any chords above or below fillers Bot Chord:1 Row @12.00"o.c. at 24"OC unless shown otherwise above. B-L 335 51 E-I 198 357 Webs :1 Row @ 4"o.c. B-K 1171 -394 I-F 1166 -389 Use equal spacing between rows and stagger nails Additional Notes C-K 197 -352 H-F 323 -48 in each row to avoid splitting. The overall height of this truss excluding overhang is K-E 13 -23 3-5-7. Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 plf at 7.00 TC-From 28 plf at 7.00 to 28 plf at 24.83 TC-From 55 plf at 24.83 to 55 plf at 31.83 BC-From 10 pIf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 pIf at 24.82 BC-From 10 pIf at 24 82 to 10 plf at 31.83 TC- 127 lb Conc Load at 7.01,24.82 TC- 177 lb Conc.Load at 9.06,11.06,13.06,15.06 16.77,18.77,20.77,22.77 BC- 703 Ib Conc.Load at 7.01,24.82 BC- 100 Ib Conc.Load at 9.06,11.06,13.06,15.06 16.77,18.77,2077,22.77 Wind Wind loads and reactions based on MWFRS. 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 ABCC154 Ply:1 SEAN:17193/T48/HIPS Key Largo B1 Qty: 1 FROM: DRW: T20 Wgt:123.21bs / ... 03/13/15 91 1311" 18'10" 27'10" g. 4'11" 4'11 9 . . . - - 1-5X7 =3C4 T2 �5D - B 12 - 7 v m in E--4X4(B2) 4X4(B2)A 20'11" =3X4 =3X8 =3F4 H G 9'3"8 4'8"8 46"8 6 8 9 3 8 9'3^8 14' 18'6"8 27'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.076 C 999 332 A 1087 /448 /434 /- /149 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.133 C 999 332 E 1089 /448 /434 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.041 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.073 F A Min Brg Width Req= 1.5 g NCBCLL: 10.00 Mean Height:24.11 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.665 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.972 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.231 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 655 -1662 C-D 674 -1345 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0123.00 B-C 674 -1342 D-E 655 -1665 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:136(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M-3032 2x4 SP#2: Bot chord 2x4 SP#2 A-H 1324 -426 G-F 1415 -453 Webs 2x4 SP#3 H-G 1415 -453 F-E 1326 426 Lumber value set '136"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins B-H 413 -27 C-F 115 -221 In lieu of structural panels or rigid ceiling use purlins H-C 115 -225 F-D 414 -26 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 27.83 BC 93 0.05 27.78 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-9-14. 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 ABCC154 Ply:1 SEQN:17207/T4 I�VAL Key Largo 81 Qty: 1 FROM: �DRW Vol Wgt:19.6lbs 03/13/15 2,9„8 5,7,. 2'9"8 2'9"8 12 B-4X4 T 7 � Eo =3X4(D1) =3X4(D1) 1 A c 1112 27'11"12 5'T' _I 2'9"8 2'9"8 2 9„8 5'7” Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 D 999 240 A- 65 /75 /132 /- /39 /67.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 D 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D A: Min Width si Des Ld: 32.00 EXPC HORZ(TL):-0.002 D 9 A Fcperp P p=565p NCBCLL: 10.00 Mean Height:28.97 ft Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.077 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 2.00 Chords Tens.Comp. Chords Tens. Comp. LDuration: Load Duran:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.058 ac ng:alio " MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.037 A-B 89 -36 B-C 89 -36 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.o123.00 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 72 -53 D-C 72 -53 Value Set:13B(Effective 6/1/2013) Maximum Web Forces Per Ply(Ibs) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs Tens.Comp. Webs 2x4 SP#3 B-D 124 -173 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.15 5.44 BC 67 0.00 5.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details The overall height of this truss excluding overhang is 1-8-1. 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 Ape Business No.l 7547 4745 Sutton Pak Couis a fictitious name ownedrt,Suite 402,Jacks nlvilllle,IFL 321224a 04 8215200 lorida Engineer IA7P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC154 Ply:1 SEAN:17203/T62/VAL Key Largo B1 Qty: 1 FROM. DRW: V03 Wgt:53.2lbs / ... 03/13/15 2'9"8 6'9"813'7" 2'9"1 4' 4' 2'98 C=-4X4 12 7 . 1112X4 B D 1112X4 3X4(D1� =3X4(D1) EEFi 25'7"12 1112X4 H 1112X4 G F 1112X4 137' 2'9"8 4' 4' 2'9°8 2'9"8 6'9'8 1019"8 13'7" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 C 999 240 A- 66 /223 /351 /- /107 /162 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 H 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.001 B - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.002 B Bearing A Fcperp=565psi. NCBCLL: 10.00 Mean Height:27.80 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.185 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.087 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.066 A-B 40 -42 C-D 105 -80 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 105 -80 D-E 83 -86 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 23.00 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-H 44 -27 G-F 50 -34 Top chord 2x4 SP#2 H-G 50 -34 F-E 53 -36 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"1313"uses design values approved Webs Tens.Comp- Webs Tens. Comp. 1/30/2013 by ALSC B-H 221 -234 F-D 221 -234 Purlins C-G 37 -175 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 -0.31 12.98 BC 75 -0.46 13.12 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 4-0-1. 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 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC154 Ply:1 SEQN:17199/T59/VAL Key Largo B1 Qty: 1 FROM: DRW: V05 Wgt:89.6lbs / ... 03/13/15 2'9"8 6'9"8 10'9"8 14-9"S 18'9"8 21'7" _ 2,9"8 4' 4' 4' 4 2 9 8 D=4X4 7 12 1112X4 C - - - - E 112X4 0 1112X4 B F 1112X4 3X4(D1) All- R=3X4(Dt) G 23'3"12 rte M 1112X4 L 1112X4 912X4 K J=3X4 11112X4 H 1112X4 217' 2'9"g 4' 4' 1' 2 8 2'9 8 4' 2 9 8 2'9"8 6'9"8 10'9"8 12' 14'9"g21.7,• Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 M 999 255 A" 66 /376 /570 /- /174 /258 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 M 999 255 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.002 C - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.004 C Bearing A Fcperp=565psi. NCBCLL:10.00 Mean Height:26.64 ft Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.193 ax Mhordsu Tens m Top Comp d ForcesPer r TensPly . Comp. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.111 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.121 A-B 89 -109 D-E 162 -77 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 72 -73 E-F 79 -81 GCpi:0.18 Plate Type(s): C-D 162 -77 F-G 96 -116 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0123.00 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-M 107 -75 J-I 121 -89 Top chord 2x4 SP#2 M-L 112 -80 1-H 118 -87 Bot chord 2x4 SP#2 L-K 114 -83 H-G 113 81 Webs 2x4 SP#3 K-J 114 -83 Lumber value set '1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-M 163 -182 1-E 229 -260 to laterally brace chords as follows: C-L 229 -260 H-F 163 -182 Chord Spacing(in oc) Start(ft) End(ft) D-K 0 -173 TC 24 -0.31 20.98 BC 75 -0.46 21.12 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 6-4-1. 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 `,,,� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD .� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 PLUMBING PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 706 INFORMA77ON: Job ID: 15-PLBG-1172 Job Type: PLUMBING ONLY Description: 25 fixtures new servive Estimated Value: Issue Date: 5/18/2015 Expiration Date: 11/14/2015 PROPERTY ADDRESS: Address: 1636 ATLANTIC BEACH DR RE Number. None GENERAL CONTRACTOR INFORMATION: Name: NELSON PLUMBING CO. INC. Address: 11624 -1 DAVE DAVIS CREEK RD OA SCOTT GARY NELSON Phone: - FEES: State PLMG DBPR Surcharge $2.00 State PLMG DCA Surcharge $2.00 Plumbing Fixtures $175.00 Trade Permit Base Fee $55.00 Total Payments: $234.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 1• ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 PLUMBING PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-PLBG-1167 Job Type: PLUMBING ONLY Description: 25 fixtures new service Estimated Value: Issue Date: 5/18/2015 Expiration Date: 11/14/2015 PROPERTY ADDRESS: Address: 1648 ATLANTIC BEACH DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: NELSON PLUMBING CO. INC. Address: 11624-1 DAVE DAVIS CREEK RD QA SCOTT GARY NELSON Phone: - FEES: State PLMG DBPR Surcharge $2.00 State PLMG DCA Surcharge $2.00 Plumbing Fixtures $175.00 Trade Permit Base Fee $55.00 Total Payments: $234.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CIN OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 PLUMBING PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 ]OB INFORMATION: Job ID: 15-PLBG-1168 Job Type: PLUMBING ONLY Description: 25 fixtures new service Estimated Value: Issue Date: 5/18/2015 Expiration Date: 11/14/2015 PROPERTY ADDRESS: Address: 1642 ATLANTIC BEACH DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: NELSON PLUMBING CO. INC. Address: 11624-1 DAVE DAVIS CREEK RD QA SCOTT GARY NELSON Phone: - — FEES: State PLMG DBPR Surcharge $2.00 State PLMG DCA Surcharge $2.00 Plumbing Fixtures $175.00 Trade Permit Base Fee $55.00 Total Payments: $234.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ji ATLANTIC BEACH,FL 32233 .r_ INSPECTION PHONE LINE 247-5814 "r J� PLUMBING PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-PLBG-1169 Job Type: PLUMBING ONLY Description: 25 fixtures new service Estimated Value: Issue Date: 5/18/2015 _ Expiration Date: 11/14/2015 PROPERTY ADDRESS: Address: 1630 ATLANTIC BEACH DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: NELSON PLUMBING CO. INC. Address: 11624-1 DAVE DAVIS CREEK RD QA SCOTT GARY NELSON Phone: - FEES: State PLMG DBPR Surcharge $2.00 State PLMG DCA Surcharge $2.00 Plumbing Fixtures $175.00 Trade Permit Base Fee $55.00 Total Payments: $234.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERNIIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach,FL 32233 Ph(904)247-5826 Fax(904)247-5845 JOB ADDRESS: I (a Na kala& &2ch Dr. PERMIT# l5—SF/L-(a9a NEW ORREPLACEMENT INSTALLATION: Project Value$ TYPE oFFIXTOEE QTY TYPEOFFDcrvRE QTY Bathtub a Septic Tank&Pit Clothes Washer = Shower Dishwasher - J— Shower Pan Drinking Founmm Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet _ Hose Bilis Urinal Kitchen Sink Vacuum Breakers Laundry Lavat Tony Water Connected Water Heater Appliances �— OtherFrxtmes Water Treating System RE-PIPE: TYPE oFF1d7vxE QTY TYPEOFFDavRE Q7T Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal - Kitchen Sink Victoria Breakers Laundry Tray Water C�ected Appliances lavatory Water Heater Otter Fixtures Water Treating System AM F,iti.ANEOUS: o Sewer Replacement o Back Flow Preventer o Grease intenceptor(Trap) gallons(Rogovea 3 aisle of plans o Lawn Sprinkler System-Number of Heads o Well . ** ,i Well Completion Form.Completed form to be submitted to the Building Department for final inspection.* o Other Permit becomesvoid Ifwork dnanotwmnrncewitbm asixmouthperiodm work hsuspendedmabandoned for=m tfit Iherebycertlfy WalIhave rise ass application and know We same In be ones and corrral All provisions of laws and ordinances governing this wudcwill be complied what wheats sped5ed ornot The pcm¢doee int giveaannhority mviolare the peroration,of my other sI err local law regNation co�uceim orderpecfnrmonm ofmosancrion. Propu:rtyOwnersName I:iVP.rSIdC I6Mes Phone Number 404-503-7055 Plumbing Company Ne 150n PIUM hTna `n -Tnr Office Phone46•l, o-48FU Fa IY -x'8731 Co.Addreaa: DQVis rr '� JarlGctrnyillP. Stai.Fj;-Zip32 fs; Certiscation/Registratioan #CFG 42037Q LISA P @@A�SS I � IQf941CHlIShcii My Comm.Expires Nov 16,2015 1� Commission N*EE lasts m and subscribed befoto o 20�t--� „ Bonded missi National Notary Assn. igo -of Notary Public — PLUMBING PERNIIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach,FL 32233 Ph(904)247-5826 Fax(904)247-5845 Jou ADDRESS: �&qj "nj�, &whI. PERMIT# 15-SF2-6q3 NEW OR REPLACEMENT INSTALLATION: Project Value S TYP.uorfUTORE QTY TYPEOFFIXTORE QTY Bathtub o� Septic Tank&Pit Clothes Washer shower Dishwasher J— Showel,Pan HE Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet _ Hose Bilis Urinal Kitchen Sink Vacuum Breakers _ Laundry Tray Water Water Heater :cued AppliancesLavatory �— Other Fntluses Water Treating System RE-PIPE: TYPEOFFATORE QTY TYPEOFFD3vkE QTY Bathtub Septic Tank&Pit Clothes Washer Shower _ Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Flo"Sink Toilet Hose Bros Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Head Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑Back Flow Preventer ❑ Crease Interceptor(Trap)_gallons(Requ res 3 sets of plans ❑ Lawn Sprinkler System-Number of Heads El Well ** **SIRWD Well Completion Form.Completed orm to be submitted to the Building Department for final inspection.* ❑ Other Permit becomes void ifwork dons not commma within a six moNh period us work a suspended or abandoned for six months I hereby certify that I have res thLsapplicalion mdknoesthessmew Benue and rnrrect AN provismes of taws and ommmces govanmgthis work will he complicdwith whether spPpf'sed or not The parent does not give authority to violate rheprovlsons of my othm sour:or loaf law regrdebm wnmrutin athe pm4wmaoce Ofconsnuction" Property OwnersName RiyersidE I6mea Phone Number q64-503-7055 Plumbing Company Office Phoneo#1 dl�-�lBEq Fax 04- 7e Co,Address; 1 l — City��lLnnyi ll P Stine_ZiP .3RA ff o y State Certification/Registration#LK ha M LIISSAA F.BASS my Comm xpie�sNov 16,zelfiewftf205 e Commission 4^EE 1314]5 Sworn and su 'bed before me 20 h Boreed Through National IN Assn. Signature ofNotary Pubhc PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach,FL 32233 Ph(904)247-5826 Fax(904)247-5845 JOB ADDRESS: 163, &"&r..6 Dr PERM F# 15-S�12 -73y NEW OR REPLACEMENT INSTALLATION: Project Value$_- TYPE oFFIXTURE QTY TYPE OF FIXTURE QTY Bathtub a Septic Tank&Pit Clothes Washer = Shower Dishwasher - �_ Shower Pan Drinking Fountain Slop Sink Floor Drain Three Comparhneat Sink Floor Sink Toile Hose Bros Urinal Kitchen Sink Va am Breakers L.armdry Tray Water Connected Appliances Lavatory Water Hearer Other Fixtures Wrier Treating System RE-PIPE: TYPEOFFffiURE QTY TYPEOFFDym QTY Bathtub Septic Tank&Pa Clothes Washer Shower _ Dishwasher Shbwer Pan Drinking FOrmtsm Slop Sink Floor Drain Three Compartment Sink Fluor Sink Toilet Hose Bros Urinal Kitchen T k Vacuum Breakers Tray Water PPLances ConnectedA srmdWater Heater Other Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑Back Flow Preventcr ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans ❑ Lawn Sprinkler System-Number of Heads ❑ Well - ** ** VRWD well Completion Forst.Completed form to be submitted to the Buildwg Department for final inspection.* ❑ Other Pamir b=ones void if work does not mmmmce whhm asix month period m work m s mpmded or abmdmed for sm mombs I harby certify that I have ren thisspokatimaadkwwtbesamembenveaodcorrtet All pmvisims of laws and oN�goveramathiswork win be complied with whetha spedSed ornot lbepamitd=w gmanaorilymviobtetheprarisionsofmydhasm miontlawregolaumcoasimcamordwpmfo®mceofmomucnm. Property Owners Name kiYersidC 4brAed PhoneNr>mber 46y-503-7055 Plumbing Company tYGI.7StCL�J1�YUOfficePhone46•I dlaa-4�Ey Faxg04-8 J4731 Co.Address: II f, E . Cityjacksonyi)IP State-IL-Zip .32A,5 Li State Certification/Registoation#Cn a ernsSSag�NrS�RdelifeWA6e Holder 6 20.15 Sworn and subscribed befo �me/t/ s D day 20 Signature of Notary Public ( '7! I I PLUMBING PERMIT APPLICATION Crry OF ATLANTIC BEACH 800 Seminole Rd Atlamic Beach,FL 32233 Ph(904)247-5926 Fax(904)247-5845 JOB ADDRESS: /&SO "r4g Effie—il J!^JI" PERMFr# IS SFQ-735 NEW OR REPLACEMENT INSTALLATION: Project Value S TYPEOFFIXTORE QTY TYPEOFFnavBE QTY Bathtub a Sepflc Tank&Pit Clothes Washer Dishwasher Shower J_ Shower Pan Deinking FountainSlop Sick Floor Drain Three Compartment Sink Floor Sink Toilet Hose Balis Urinal Kitchen Sink Vacmmm Breakers Laundry Tray Water Connected Appliances Hester Water Heatur Omar Fmm�es Water Treating System RE-PIPE: TYPEOFFhTURE QTY TYPEOFFEffuRE QTP Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher ShowerPan Drin}dag Fountain Slop Sink Floor Dmm Tbree Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitty Sink Varna®Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MTS .LLANPt OUS: - ❑ Sewer Replacement ❑Back Flow Preventer ❑ Grease hiterrceptor(Trap) gallons(Requires 3 sets of plans ❑ Lawn Sprinkler System-Number of Beads ❑ Well . ** **VBWD Well Completion Form.Completed foamto be submitted tothe Building Department for final inspection.* o Other Pvmh becomes void rework does cot com»mce wh6m a she monthpenod m work is snpeoded or abandoned for s&months I hmeby certify that I have tea this appliwtiw mad know the same to be are,and const All provisions of laws and ordioanc6 govcnmgthis w'oak will be complied with whether specified coact The parrot does act give aiahorhy to Mine theprovidoos of any other amen or local law regulators mawucaoa or drepeCOmamx ofconslaucrioa Property Owners Name Rlyer5ide 40rl tS Phone Number 4o4-503-7055 Plumbing Company ?J re office Phone9o4 alb-40 Fee- 4-I'OL Co.Address: 11In LM lin dry r/JOr RonYTHP Staw--EL-zip ItAff(p e 1 e t • State C rdfication/Regisuatiun#ITC !]<UO3-7U le8/s4S5Ra e N1r comm.Expires Noe 1s.2015 Sworn and 'bed before me is d o �t 1 20�� • r gd,,= Commission# EE 13]475 t ,''"�•"(•• echoed Through National Notary Assn Signature of Notary Public