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Permit 223 Ocean (vault) '77 . 1 s G CC r'11 "-) (- _ , � ! N CI y \/' .. kc Ci,,,-- --v , c S ) S , CITY OF ATLANTIC BEACH C � ' Z \` ��, ri J 800 SEMINOLE ROAD j 3 . r ATLANTIC BEACH, FLORIDA 32233 , INSPECTION PHONE LINE 247 -5826 ........_,) Application Number 03- 00025972 Date 7/17/03 Property Address 223 OCEAN BLVD Tenant nbr, name NEW SFR 2948RAD,4549SCHG Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 700000 Owner Contractor CARITHERS, HUGH CRONK DUCH & ASSOCIATES INC 223 OCEAN BLVD. 200 WHARFSIDE WAY ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) (904) 398 -5775 Structure Information NEW SFR - REPLACE EXISTING Construction Type TYPE VI Permit BUILDING PERMIT Additional desc . Permit Fee . . . 2095.00 Plan Check Fee . . 1047.50 Issue Date . . . 6/02/03 Valuation . . . . 700000 Expiration Date . 12/21/03 Other Fees CITY RADON SURCHARGE .73 ST CONSTRUCTION SURCHARGE 20.47 AB CONSTRUCTION SURCHARGE 2.27 STATE RADON SURCHARGE 14.00 WATER IMPACT FEE 520.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total 2095.00 2095.00 .00 .00 Plan Check Total 1047.50 1047.50 .00 .00 Other Fee Total 592.47 592.47 .00 .00 Grand Total 3734.97 3734.97 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date 5/16/05 Parcel Number 170194 -0000- - Property Address . . 223 OCEAN BLVD ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . TO BE UPDATED Owner CARITHERS, HUGH Contractor CRONK DUCH & ASSOCIATES INC 904 398 -5775 Application number . . 03- 00025972 000 000 Description of Work . . SINGLE FAMILY RESIDENCE Construction type . . . TYPE VI Occupancy type . . . RESIDENTIAL 2 Flood Zone ZONE X Special conditions . THIS CERTIFICATE OF OCCUPANCY IS ISSUED WITH THE CONTINGENCY OF CRONK DUCH INSTALLING AN RPZ BACKFLOW PREVENTER WITHIN 10 DAYS OF ISSUE DATE. IF BACKFLOW PREVENTER IS NOT INSTALLED WITHIN 10 DAYS, UTILITIES WILL BE DISCONNECTED. Approved cr-! )..j...****%.*--....•••.... Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL PERMIT WORKSHEET Certificate of Occupancy Job Address: 2Z3 O Type Work: � atosI"tl Property Owner: 1 y� C AR. `T � Phone # Contractor: � Phone # J OB Ct�tL.)t‹. 39 8 - S 75 Permit #: - 2511 . Date Issued: 2 -o3 Building Inspections: Footing („ - Z3 - ©3 I - Z.1 - Slab '7 - Z5 - U3 a t- 2L -c4 Tie Beam Lintel Nailing / Sheathing Weal . rorp L e. Framing / Cover Up t - 13 - 03 11 •/8 .03 Insulation ta t , , le - /0 - 04 Final Building ,51_,212 Tree Permit # zSch,6 / 74,z9 3 ti NO 0 3 co t 3 -03 Electrical Permit # Date / Copy to JEA Temp, Pole Permit # Date / Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric 4 e�eased to JEA g -04 Temp. Power - -• Released to JEA ( 2 -9ACJ Temp. Pole - - Q Released to JEA Final Released to JEA -*)) 3 )_s Mechanical Permit # 0 3 - &Sq ) 14. 01.1- ;1 `10(, Inspections: Rough I, L- 13. 03 it 6 -e-o4 Final 40 Plumbing Permit # O 3 - 75-7 - 11 Inspections: Rough / Undelab '7 - I R Topout Water / Sewer Final _ O t 2.121 ri 05 - Zri 531 I Drainage Inspection: Pool Permit # n 2 g8 Inspections: Steel Gt_ , - ply Final Grounding Final Roofing Permit # 1 Inspections: Nailing / Sheathing Final Fire Inspection: fled Inspections: ( - /1l Date Paid: of I2-2- Date Paid : rLC )9y Uvov -- i-R E. Ell EIVED A CITY OF ATLANTIC BEAC 7 0`' DEMOLITION PERMIT APPLICA'T'ION Y Date: ' 1 C.)3 Job Address: 2, Z3 0 L -■ f,3L1)- A at-- Owner of Property: I-(u IC I A (.4 2, 1 7 2 S Address: O( 01 81- Givune.. (3c-4 3 2233 Telephone: Legal Description: Block Number: a? Lot Number: 1 , 2., 3 Zoning District: Contractor: Ltj(-r_ 60pu,Ty DElmaAT ark 2 • State License Number: "/a Contractor's Address: 1 a u?( T O X j A(..,,eAOA) Vi t,1,E A F L 2 Z Z. 3 Telephone: (904) a - _ q i{ Z 3 Fax: (90 - 791- 33 Describe proposed use and work to be done: I i A • i 1 Jai Present use of land or building(s): 12. es I n 1 ariAL FLL ,t/.1 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. NO Will tIts.project involve changes in elevation, site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. I Ivo. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated. I hereby certify that all info .ti • provided with this ap 1 tion i rrect. Signature of Owner: (4i (4i Si 8n / �,�[� � Date: � / 7 � 7 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephdne: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/14/03 4 Signature of Contractor: /. �^'t' � U� a�} t N(7 Date: — 3 Address and contact information of person to receive all correspondence regarding this application (please print). Name: Locx -MOOD Qv4c it y 0E 7 4 0 Z 1 Mailing Address: P.O. Go X 7 2- 6 $' J4 Lt. 50 Ailit 1 �L 32_231 Telephone: 0901) 231 - ei L i 23 Fax: (`!'O E -Mail: 1 ot_te8a.rito '7c {e,StScat,..A)p�} AS TO OWNER: Sworn to and subscribed before me this /9 day of PI R ,L 20 & State of Florida, County of Duval 4'6 N's . MY COMMISSION # EXPIRES Notary's Signature: / August 21, 2004 rF'F, aOND DtNRUTRoYRAININSURANCE,INC FE Personally known Produced identification Type of identification produced AS TO CONTRACTOR: 1 Sworn to and subscribed before me this 1 ( day of k131 „k i 20 aD . State of Florida, County of Duval Notary's Signature: S.L.A. 1M; Personally known ;;a ': Penelope Manning ID Produced identification 5 *: A• • r: MY COMMltON # CC862564 EXPIRES r !A )u 6, 2003 Type of identification produced aoNDEI) TNRU T FAIN INSURANCE, INC 800 Seminole Road - Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 1/14/03 zs : �5, CITY OF ATLANTIC BEACH °' , !... 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00025701 Date 3/17/03 Property Address 223 OCEAN BLVD Tenant nbr, name DEMOLISH RESIDENCE Application description . . DEMOLITION Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor CARITHERS, HUGH LOCKWOOD QUALITY DEMOLITION 223 OCEAN BLVD. P.O. BOX 7208 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32238 (904) 237 -9423 Permit DEMOLITION PERMIT Additional desc . Permit Fee . . . 100.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 100.00 100.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 100.00 100.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. t F'' BUILDING OFFICIAL )716tArc., 23 3 0 L l v� - D. ammo gazwy Date: 2 0 01 Rs tpt nos�31� Dea riDtioa aty boost W 21 N 1 NTUDIN PEWITS 1 81511.N Toader detail 1 _ Total teedered 115% N Total Pyraeat *1S1.N Tram date: 2/03/10 Tian 16 41:11 Mr. Frohwein explained that the applicant could redesign the building in such a way that a variance would not be required. Aftera lengthy discussion, the board tabled the application to the end of the meeting to allow the applicants to confer. 3. Application for Variance filed by Body Works Unlimited, Inc. to construct an addition to an existing nonconforming structure located at 44 W. Church street. There being no one present to speak on behalf of the application it was deferred to the next meeting. 4. Application for Variance filed by David W. Cheshire to construct an addition to an existing nonconforming structure located at 223 Ocean Boulevard. Dr. Cheshire introduced himself to the board and stated he wanted to construct a complete bathroom on the northwest corner of the building. The proposed addition will fill in a notch in the existing building and will not encroach further in to the setbacks than the present non - conformity of the structure. Mr. Jacobson stated that the applicant has an older building that long predates the building setback requirements and wants to add a small section to the interior comer. Mr. Worley stated that the nonconformance is on the Beach Avenue side of the property. Dr. Cheshire stated that the structure has always been an apartment and has been rented from time to time. He stated that it has not been rented recently as he chose to use for it for storage. After discussion, Mr. Frohwein moved to grant the variance as requested. Mrs. Simpkins seconded the motion and the variance was unanimously granted. 5. Application for Variance to construct an addition that will encroach setback requirements at property located at 1496 Camelia Street Charles Cregar introduced himself to the board and explained that he desires to construct a garage/workshop on the north side of his residence. The residence is located on a corner lot with less than standard dimensions, having only 44 feet of the frontage on Camelia Street. He stated that he feels he will be making the highest use of the property and would not cause a hardship on anyone else. He added that his property has been on the parade of homes and that the addition will further enhance his property. Mrs. Cregar introduced herself and explained that her husband maintains the city right -of -way as well as their property. She stated they wanted to continue to live in Atlantic r' Beach and would appreciate the board's favorable consideration of their request. Staff agrees with the applicant that the movement of tanker trucks would be improved with the reduced setback. Staff also believes that the proposed arrangement creates a logical internal traffic flow pattern. However there does not appear to be a hardship created by the land. The size and placement of the building, and the number and placement of the gasoline pumps could also be varied to allow compliance with the setback requirements. Given that other alternatives exist and that no hardship associated with the land is apparent, Staff recommends denial of this request. AGENDA ITEM: # 5. c. Application for a Variance to construct an addition onto an existing nonconforming building at 44 Church Road in the CG district. The applicant desires to construct an addition onto the north and west sides of an existing nonconforming commercial building. The existing building does not meet the east side or rear setback requirements, having 3 feet on the side and 6.3 feet on the rear. The proposed addition will meet all required setbacks. The addition will provide more working space within the building and the applicant has indicated that he intends to have three parking spaces. The existing nonconforming building pre -dates our setback requirements. Short of complete demolition, there is no practical way in which to bring the existing building into compliance. After review, Staff believes that the applicant has displayed a good faith effort to comply with our current setback codes in the design of the proposed addition. Staff believes that one additional parking space can and should be provided at the front of the building to accommodate customers. Based upon the foregoing, Staff recommends approval of the requested Variance with the provisions that the addition meet all required setbacks and that a total of three on -site parking spaces be provided. AGENDA ITEM: # 5. d. Application for a Variance to construct an addition onto an existing nonconforming building at 223 Ocean Boulevard in the RS -2 district. The applicant owns an existing nonconforming garage apartment which encroaches both the side and rear setback requirements. The north side yard is three feet where five feet is require and the rear setback (Beach Avenue) is one foot where five feet is required. The applicant desires to construct an addition onto the northwest corner of the building. The proposed addition fills in a notch in the existing building and will not encroach further into the setbacks than the existing building. Staff recommends approval of this request provided that the addition does not encroach further into any setback than the existing building. 3 .._ .. ,.. APR 4 2000 APPLICATION FOR VARIANCE City of Atlantic Beach Building and Zoning NEXT MEETING DATF: ' Ci- ,V '' , _ FILING DEADLINE:_9 PLEASE TYPE OR PRINT IN INK APPLICATION FEE $75.00 TO REQUEST A VARIANCE FROM THE REGULATIONS INDICATED HEREIN, THE APPLICANT MUST SHOW THAT THERE ARE UNNECESSARY HARDSHIPS IN CARRYING OUT THE STRICT LETTER OF THE CODE. _PAY:0c ba. :S.1./le ' Applicants Name Owners Name Address Address C'OtiO 't• 3DEDLE City, State, Zip City, State, Zip Telephone: qui----7DY-(056) Telephone: Street address and legal description of subject property: Note: Copy of deed and survey or plot plan indicating proposed construction must be attached. _A.V_s_____C_&pA .7 Zoning classification of property: l' 2-- 4/..i 4 4 ( Section of code from which variance is sought: a- f( Describe variance requested: 1 _ Supporting data w ich should he considered by Board: _____ IN FILING THIS APPLICATION FOR VARIANCE, THE UNDERSIGNED • UNDERSTANDS TT BECOMES A PART OF THE OFFICIAL RECORDS OF THE CITY AND DOES HEREBY CERTIFY THAT ALL INFORMATION CONTAINED HEREIN IS TRUE TO THE BEST OF HIS/HEP KNOWLEDGE. . . , / . e....„ L ignature of P operty Owner (reqmired for processing) SECTION 24- 49(1)b. OF THE CODE OF ORDINANCES COMMUNITY DEVELOPMENT BOARD FIND THAT THE T S ROW ST I THE ORDER TO GRANT YOUR VARIANCE: FOLLOWING EXIST I N 1. Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district; 2. The special conditions and circumstances do not result from the actions of the owner or applicant; 3. A literal interpretation of the provisions of this chapter would depr•_i.ve the applicant of rights commonly enjoyed by other properties in the same zoning district and would work unnecessary and undue hardship on the applicant. IN ADDITION TO THE ABOVE, THE BOARD WILL CONSIDER TIIE FOLLOWING QUESTIONS IN DELIBERATING UPON YOUR REQUEST FOR A VARIANCE: 1. Will granting the variance confer any special privilege that its denied by this chapter to other lands, buildings or structures in the same zoning district? 2. Will the variance requested be the minimum necessary to make possible the reasonable use of the land, building or. structure? 3. Will the requested variance be in harmony with the general intent of the Zoning Code? Will it be injurious to the area or detrimental to the public welfare? 0 a , � t , l . , � l 4 � ., ,.. ..,,,, ,i ,','` .•1 ' . ' fIt' 1� 4Y4�y,� ,W r ' 4r. , r, . 4 • t I• /W N ' 11 , f _. 'I! '• ' h + ynP e1,10 1 i Lei u 1 + .y ti l p 1 P 2 k T • , 7 � h F' ? s t i • , I� ' Fe t ,c 5 07ATUTOI7 10 AAAAATY 0010 —1110 i, VOL 4363 Pc 49 WINMNCIM PtNllNr (( yv.ry )." .. , 4:: OFFICIAL RECORDS id a ri' a nt ,.I _. , THIS INDENTURE, Made this /" day of ,1, ! J AMES MARION DOAR and ZOE MOORE DOAR, his wife , A.D. 19 77 BETWEEN of the County of Charleston ,state of South Carolina LI part 1 e of the first part, and DAVID W. CHESHIRE and KATHLEEN M. CHESHIRE, his wife, whose post office address ` is P. 0. Box 768, Atlantic'Beach, Florida 32233 ,'•' a + of We County of Duval , St of 0, A i Florida , part 1es of the second part, • WITNEBBETH: That the said part les of the tint part, for and In conelderatlon of the sum of '" , TEN and 00 /100 Dollars, :1 to them In hand paid by the said part ies of the second part, the receipt whereof Is hereby acknow- i e they have granted, bargained and sold to the said part ley of the second part, t f the 1 r heirs and assigns forever, the following described land, situate, lying and being in the e Z Comb of Duval , State of Florida, to wit: ;i• 1� t 1 Lots 1, 2 and 3, Block 28, ATLANTIC BEACH, according to ?s` i plat thereof recorded in Plat Book 5, page 69, of the w` current public records of Duval County, Florida. T• ' Subject to that certain outstanding mortgage in favor of ,,,T.- Alma 0. White in the original amount of $50,000.00 '' dated March 28, 1975 and recorded in Official Records `i . '.., 1 Volume 3904, Page 782 of the current public records of i Duval County, Florida, wherein the Grantees herein + • hereby assume and agree to pay said mortgage pursuant }} to the terms and conditions therein. ,. �' : -- (I DOCUMENTARY : . N STATE of FLORIDA c. t'' I F I , ; ; l FLORI A � Ufi�TAX = DOCUMENTARY STAMP TAXI '` ■ i : �� o N 7 v PEf'i.'t)F REVENUE + i �, it CD. a `r _ 1 _ AfR l i'JJ ;Alb . ' r 2 3 I 0 :. — rprnut Hole �„ ..-:- 11029 i And the said part ieS of the first part do hereby fully warrant the title to said land, and will defend k the same against the lawful claims of all personhomsoever. 00 i s whomsoever. ----xj I IN WITNESS WHEREOF the said ' • : , J , part ieS of the first part he ve hereunto set their hancF and seal S the day and year first above written. + ' 'i SIGNED AND ' SEA IN OUR PRESENUEt -- .A- &el/J -o _., .� - - :- - "(SEAL) d � — Y ME MARION BOAR\ - / ✓ �1 ] - eki-in 1110. .p-dJ) (SEAL) Y /OE (3 1 ' -wv .. E (SEAL) (SEAL) erten ON VIWAA XX SOUTH CAROLINA , COUNTY of CHARLESTON i e "' Before me personally appeared __.- James Marion Doar Ind, Zoe Moore Doar , his wife, to me well known and known to me to be the lndlvldual_5 described in and who executed the foregoing instruent, and acknowledged to and before ___ __they__ fora me that _ expressed. ed the same for the purposes therein expressed. i m WITNESS my hand and official seal this /174( day of April 10_77 at' " -. 4 4 . , ^'. 41 and g ate aforesaid. / : � .... �y , ,; Ant ii 10 oil AH ate_ G a r = -°t - , . • 3 ';I �':' :).Q io y r•. 0,4 /public in and for the County and State Aforesaid. 'I : / I C0 I f ? w . E � A is My commluton expire ! . 11 . �' t 2 i - : $ t f • .' ' p m Nei mum r rim a a: ...' • • i i �' , Ay '�'' 4 ' ' . WORM OF 00‘9,i t(UI•T1, M ,'4 • .1' rT f ,� '+ , ft . •. , 1 . • ``., , WAYNE L. HAMMOND �.',' i i , t. „t �''` �` I .vSrry ... Notary Public of South Corollna y Com nl..lon bp • ,10:11-y°,,, .7111 i ..,L.4, ` ' bpi'''. July 30, 1984 • ' r t • ' q, ', a , � j 111 �'' tun &t .lnc, n rainy ...4.4 444 ,w • _ . ., _ ruaiiirnow AN 44.0 4..k.n4.'.446.e.uat a 0.04,0 ,./..N . 4 4.4t.s44.1.41/4 064,4+os#44 R • . ' * Y ..., . , LOTS' /.._ ...,,v./ e 'e:46 ..,;i: , I so,: : • , t + -, t AS : SHOWN ON MAP E I ir ' , 1-64A./r/e ,f36.4eAr o ..4 .> .. 1., . . - .-:. * • 7 ttrrivottii64061Th N o PtA m. r e tkA i ti s',.....f.x..... r Ott' niE esoribvr m's e. Are . - ', . • ••• • Y l'. 1 d ' I eOk . A. Af. cWes,v,,qc • 6 ey 7 4 i V o i , I ... (., /z 9. /8 "tic'z A r) k 0 \ 6 0 1 t A/. ecib -46. ' 59 4 6 . — /09 /fa" . 41 6 • 72444 . ) 4 kt k • ,...‘ i . 1 :.., ..1 4 'Aloe'!" /:- a ..ve e cry "-le * , - 4 , 1.‘ q 1 t " -- 41- ..__.________ ___________ ___ ._,_ __,.....____ .______ . • // • / C t is v vl • it . /I o ii t. 4P kn ' 7 1 7 1 e el s q 0 ‘1111- ,,,...„ ? • ' . 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" 0 tgt ... ., .,; 0 ts is . b • V s - 0 • ■• vl V • , / J • / -iv; ... 1 + • ::: :v:: •••N•.NN••rrNNr..•• • Na• Nir•••• r•••.•.• N• N•• N•••• NNN .••.NN•••r•.NN•r•••••.•N•NNr• N•N•NN••r•1 N•M••N :•••••::: : �:: i:• N••• N•• Na•..••• .N.••NNNN••..•N•••.••.•••N.•N •:1N •••• ••••Ni••• •• iN �•� : :i :� :•�i ::• :i::�•� is «: NN NN•N•NN N . «N • � :• :NI•N. :M � Na i � �• :�: •�:• i i : :�••i : :: : «i• :��« « :: •i � :: :•:�:: �Ir�• : : ' �•• :r: �•: • :: :•• �: r• III II 1 :•: ::: , _ _ : •: Illi11'1U ••••••• r .: ... •:N: N••• •: •••• •• `/ 1••: i _ �• ::� ♦• •: � s N i N 1 •I••:•••: •ii «• OA •••••••••••• tit r\ y_ \ 1 • •\ . / • , 1 + � Imo:• J� ♦r �, r • 1 C i J = d 2 i'l 0 4-1 .1.......1 o Y ___ __ ...._ Duval County Property Appraiser - Parcel Summary Page 1 of 2 Parcel Summary - Current Ownership and Sale Information - Updated Weekly RE No.: 170194 0000 !Owner's Name: CARITHERS , HUGH A Property Address: 223 OCEAN BV Unit No. ATLANTIC BEACH 32233 Mailing Address: 1057 SHIPWATCH DR E JACKSONVILLE , FL 32225 Property Use: 0100 SINGLE FAMILY Legal description: ! 5 -69 ATLANTIC BEACH LOTS 1,2,3 BLK 28 Neighborhood: 1 940907 BEACH AVE NBHD Sec -Twn- Range: 16- 2S -29E OR BK & Page: 10372 -0549 Map Panel: 560 3 Sale Date: 2/22/2002 No. Buildings: 1 Sale Price: $1,135,000.00 Heated Area: 2970 Exterior Wall: WOOD SHINGLE Parcel Summary- Values & Taxes from the 2002 Certified Tax Roll Land Value: $509,250.00 Class Value: ( $0.00 Improvements: $179,300.00 Taxing Authority: USD3 Market Value: $688,550.00 County Tax: $4,733.30 Assessed Value: $688,550.00 School Tax: $5,755.59 Exempt Value: $0.00 District Tax: $2,184.15 Taxable Value: $688,550.00 Other Tax: $344.62 Sr. Exempt: $0.00 Voted Tax: $399.50 Sr. Taxable: $0.00 Total Tax: $13,417.16 This page displays values from the 2002 Certified Tax Roll with weekly updates of ownership & sales. Map -It maps & data are not updated as frequently as the Tax Roll data and may not reflect matching information. Please direct inquiries regarding the maps & data to Map -It Feedback (below). Mp -It Feedback T � Home PRC New Map -IT Taxes Payment Feedback Appraisal Feedback http: / /pawww.coj. net /pub /property/RENO.asp ?RENUM= 170194 +0000 4/15/2003 ' • N 1 03511[i'Yl Mpip1� Y . V 7/2S CJ9iW >�MC10R! ma • 3i�'11N1gS mu JI1mflM mix MN . . QZtt -,,, AN 1J33.12i., 'NOSb/>0O 'S 7d Y0 . luau 0711i JO 31P0 6o tr•r trig ON '14(13 , 13- , d 7 NY 11YN Gb - - Z/ .v.„..31.1"1:1344 ' 3 73 r N"Y o 000 L .. ..e - ^,.•-,ma HAM% sr yh e J -x i y, t , ' ,: 7 . '$ , r» ,';, . 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S.Rat, l4.4 ie k „ City of Atlantic Beach • 800 Seminole Y Road • Atlantic Beach, Florida 32233 -544 t Phone: (904) 247 -5800 • FAX (904) 247 -5805 • http : / /www /ci.atlantic- beach.fl.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: Hugh and Katherine Carithers 1057 Shipwatch Drive, East Jacksonville, Florida 32225 FILE NUMBER: ZVAR- 2003 -02 DATE OF HEARING: February 18, 2003 ORDER GRANTING VARIANCE The above referenced Applicant requested a Variance from Section 24 -105 (e) to reduce a required 20 -foot yard on the Beach Boulevard side of double frontage lots to allow an addition to an e xisting g arage s tructure, w hich s hall e ncroach i nto t he r equired t wenty -foot se tback from Beach Avenue, as depicted on proposed site plan A 0.1, for property located at 233 Ocean Boulevard. On, February 18, 2003 said request was considered at public hearing by the Community Development Board for the City of A tlantic Beach. Having considered the application and supporting documents and statements made by the Applicant, the Community Development Board found that the request complies with Section 24 -49 and Section 24 -64 the City of Atlantic Beach Zoning and Subdivision Regulations, and granted the request, finding as follows: (1) Special conditions and circumstances exist which are peculiar to the Land, Structure or Building involved and which are not applicable to other Lands, Structures or Buildings in the same Zoning District; zo3oazta ivatudojana AI1unururo - Y;(70, 4 ; •so nuttu preog 3uatudopnoQ i3runururo3 oip Jo pzooaz 0133 ut sztoddt auras 0133 sr pzuog pres Act paadopt zapz0 oip Jo uot11puaz 3oauoo put anzl t st pzuog 3uaurdojanaC ,i3runututo0 0133 Jo zapz0 onogt 0133 w133 sougz0o pauSTszapun aq j pzuog luoLudoTonoa kktunuzuro0 uuturtt13D `uoSJIoM UOQ 'bJ '£OOZ 4 �. ,, k{ dO AVQ SIRL Galva •suot3Ign2ag 3uatudopAac puurI aq3 Jo Li-pZ uoipas utq;in4 paugap si gans su ;uaw3.iudy aauiuf papa/tuna aq 3ou pugs atuhu2 aqj, • •uot31puoo Sutmojjoj 0133 03 3o0rgns put `pztnoinog uu0o0 ££Z it pantooj X3z0dozd zoj `ZO-£00Z -2IVAZ zagumN OH 3o lied st rjotgnn `j 0 v uujd ops pasodozd uo poptdhp sr uogtppu pres Jo s3tuul 0133 po oxa o3 Iou `anu0nA 13otag ruozu loug3as 30oj- i1uam3 pazmbaz 0133 oiut gouozoua jju13s 1oT13m `azn3onz2s o2uzus 5ut3stxa ut 03 uot3tppt ue mojjt oI 5303 aSu3uoz3 Ojgnop 30 opts pzunajnog 13otmg 0133 uo pzeiC Iooj -OZ paztnbaz u oonpaz o3 (a) COT-7Z uotioas wog aouttztA u SZAI�'2IO icgazatl pzt;og Iuourdopnoci AlTununuo0 aqj `s2u3pug plus uo pasuq `aucua2IIHi MON •azLJ3am orjgnd arp o3 ju3uaurIziap zo panjonur rose 0133 03 snotznfut aq •iou !pm aouuutA a43 puu za3du130 st133 Jo osodznd puu wow! juJOua2 0133 133rm Xuouuuj ut oq Titm aouutzuA 0133 30 SutiuuzE aqj (t) `.azn3onz3S JO Sutpjtng `puu7 at3 jo asn aigtuostoi 0133 ajgtssod a}jtur flTM Imp aouuuJA utntututuu 0133 st po3uuz2 a3uutz1 A a1U, (£) `3uuotjddy 0133 Jo suor3ot 0131 tuozj 3jnsaz Sou op saoue3sumorto put suotppuoo jttoods a13Z (z) £ooz `8Z Ann-Rod ZO - VAZ TaP oel abed Sent By: ; 9047215758; May -16.05 3:25PM; Page 3/3 For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt. Unit Suite. arxita Bldg. No.) OR P.O. ROUTE AND BOX NC. Pokey Number 223 OCEAN BOULEVARD CflY STATE ZIP CODE Company NAlCNumoer ATLANTIC BEACH FL 32233 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of This Elevation Certificate for (1) community official, (2) insurance agent'company, and (3) building owner. COMMENTS • ❑ Check here if attachments SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE). complete Items El through E4. If the Elevator C(,'rfrtic;ate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completef. E1. Building Diagram Number _(Select the building diagram most similar to the bullding for which this certificate is being cornpletedi - see pages 6 and 7. lino diagram accurately represents the buidng. provide a sketch or photograph.) E2. The top of the bottom floor (including basement or endosure) of the building is ft(m) _in.(cm) ❑ above o 0 below (check one) tee highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the neat higher floor or elevated floor (elevation b) of the twilding is _ ft.(m) in. cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery andror equipment servicing the building is _ ft(m),in.(cm) 0 above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). 65 For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F • PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only). and E for Zone A (without a FEMA-issued or community- issued BFE) or Zone AO roust sign here. The statements in Sections A, 8, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME ----- ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS — — ❑ Check here if attachments SECTION G • COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's floodplain management ordinance can complete S€:ctio s A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. . ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor. engineer. or architect who is a ,thonzcti by state o local law to certify elevation information. (Indicate the source and date of the elevatoh data in the Comments area below.) G2. ❑ A conrrxmily official completed Section E for a building located in Zone A (without a FEMA-issued or community- issued BFE) or Zone P.U. 33.0 The following information (Items 34 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER 05. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7 . This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest flcox (Inducing basement) of the building is: _ . _ft.(m) Datum: 39. BFE or (i^ Zone AO) depth of boding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIALS NAME TITLE COMMUNITY NAME TELEPHONE _ SIGNATURE DATE COMMENTS ❑ Check here if attachments PEMA Form 81 -31. January 2003 Replaces all previous editions Sent By: ; 9047215758; May-16-05 3:24PM; Page 1 Fax Transmirrai Cover Sher Richard A. Milier & Associates, Inc. col Beach Boulevard. Sure Jacksonville. Florida 322:6 Pone: (9041 721-1226 • Fax. (9(4) 71-..5 • Date: To: From. Company: Fax No d ( 7 1 f 3 No. Pages Includiniz Cover Sheet • Page 1 of 3 Schlueter, Jennifer From: Kaluzniak, Donna Sent: Monday, May 16, 2005 3:04 PM To: Schlueter, Jennifer Subject: FW: CO INSPECTION Jenny, FYI, no backflow preventer yet - see comments below. Thanks, Donna From: Kaluzniak, Donna Sent: Monday, May 16, 2005 3:02 PM To: Clemons, Malcolm Subject: RE: CO INSPECTION Malcolm, yes, and our comments were: Reduced pressure backflow preventers must be installed if irrigation or fire sprinkler system will be provided. Backflow preventer must be tested by a certified tester, and a copy of the results sent to Public Utilities. Do they have irrigation or fire line? -Donna From: Clemons, Malcolm Sent: Monday, May 16, 2005 2:42 PM To: Kaluzniak, Donna Subject: RE: CO INSPECTION Donna, I met with Jason and they didn't install a backflow. He is very upset that we just told him about the requirement.Did we do a plan review for this address? - Malcolm From: Kaluzniak, Donna Sent: Monday, May 16, 2005 10:15 AM To: Schlueter, Jennifer Cc: Walker, Chris; Clemons, Malcolm Subject: RE: CO INSPECTION Jenny, thanks, will have Malcolm & Chris re -check - Donna From: Schlueter, Jennifer Sent: Monday, May 16, 2005 10:13 AM To: Kaluzniak, Donna Subject: RE: CO INSPECTION Donna, Yes, but I forgot to tell you too that that is a long distance number for Jason so you have to dial 8-1- 904 -449- 2405. Joe Cronks number is 398 -5775. Jason was in here a bit ago to pay his reinspects and I asked if he put in a clean out and he said yes, and an RPZ backflow preventer and he said yes. Just let me know when its verified please, Tx, 5/16/2005 Page 2 of 3 Jenny From: Kaluzniak, Donna Sent: Monday, May 16, 2005 10:10 AM To: Schlueter, Jennifer Cc: Clemons, Malcolm Subject: FW: CO INSPECTION Jenny, do you have another phone number or means of contacting contractor? -Donna From: Clemons, Malcolm Sent: Monday, May 16, 2005 9:40 AM To: Kaluzniak, Donna Subject: RE: CO INSPECTION Donna , This phone number is not good. Malcolm From: Kaluzniak, Donna Sent: Monday, May 16, 2005 8:47 AM To: Clemons, Malcolm Cc: Schlueter, Jennifer Subject: RE: CO INSPECTION Malcolm, thanks, I will let Jenny know. Did you speak with the contractor or anyone there to let them know? - Donna From: Clemons, Malcolm Sent: Monday, May 16, 2005 8:46 AM To: Kaluzniak, Donna Subject: RE: CO INSPECTION Donna, They need to install an RPZ Backflow at this location. Malcolm Original Message From: Kaluzniak, Donna Sent: Thursday, May 12, 2005 11:38 AM To: Walker, Chris; Clemons, Malcolm Subject: FW: CO INSPECTION From: Schlueter, Jennifer Sent: Thursday, May 12, 2005 10:16 AM To: Kaluzniak, Donna; Carper, Rick Cc: Nodine, Phil; Deming, James Subject: CO INSPECTION Hello, Jason of Cronk Duch has called in for his final inspection for the CO at 223 Ocean Blvd. for today. The permit # is 03 -25972 and his phone number is 449 -2405. Thanks, 5/16/2005 Page 1 of 1 Schlueter, Jennifer From: Kaluzniak, Donna Sent: Monday, May 16, 2005 7:39 AM To: Walker, Chris Cc: Schlueter, Jennifer Subject: RE: CO INSPECTION Chris, thanks, will let Jenny know - Donna From: Walker, Chris Sent: Friday, May 13, 2005 4:41 PM To: Kaluzniak, Donna Subject: RE: CO INSPECTION No not ok! they have to put a clean out at the property line and he will be doing that Monday or Tuesday. Original Message From: Kaluzniak, Donna Sent: Friday, May 13, 2005 10:28 AM To: Clemons, Malcolm; Walker, Chris Subject: FW: CO INSPECTION Let me know if OK or not. Thanks, Donna From: Kaluzniak, Donna Sent: Thursday, May , Ma 12, 2005 11:38 AM s t 4 , 0 " To Walker, Chris; Clemons, Malcolm 40.44 Subject FW: CO INSPECTION at' 7,4 From Schlueter, Jennifer �' Sent: Thursday, May 12, 2005 10:16 AM lora To: Kaluzniak, Donna; Carper, Rick Cc: Nodine, Phil; Deming, James Subject: CO INSPECTION Hello, Jason of Cronk Duch has called in for his final inspection for the CO at 223 Ocean Blvd. for today. The permit # is 03 -25972 and his phone number is 449 -2405. Thanks, Jenny 5/16/2005 Sent By: ; 9047215758; May-16-05 3:25PM; Page 2/3 REQUIRED INFORMATION FEDERAL EMERGENCY MANAGEMENT AGENCY Bldg. PemU NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067 - 0077 Permit Year ELEVATION CERTIFICATE Expires December 31, 2005 RE i _ Important: Read the instructions on pages 1- 7. SECTION A • PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CRONK, DUCH BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO Company NAIC Number 223 OCEAN BOULEVARD CITY STATE ZIP CODE ATLANTIC BEACH FL 32233 PROPERTY DESCRIPTION (Lot and ©lock Numbers, Tax Parcel Number, Legal Description, etc. ) LOTS 1, 2 & 3, BLOCK 28, SUBDIVISION A, ATLANTICBEACH, PLAT BOOK 5. PAGE 69 BUILDING USE (e.g., Residential, Non - residential, Addition,Accessory, etc. Use Comments area, if necessary.) "' RESIDENTIAL LATITUDE /LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( tie - #tt - ##.##" of ##.hilt##") 0 NAD 1927 0 NAD 1983 0 USGS Quad Map 0 Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NAP COMMUNITY NAME 8 COMMUNITY NUNEER B2. COUNTY NAME 1 83. STATE _. I CITY OF A T LANTIC BEACH 120075 DUVAL FL I 84. MA? AND PANEL I 87. FIRM PANEL 89. BASE FLOOD ELEVATION( S) NUMBER 85. SUFFIX B6.FIRIO INDEX DATE EFFECTIVEREVSEDDATE 188. FLOOD ZONE(S) (Zone AO, use depti offloading( 1200750001 0 i 6-28 -74 4-17-89 X NIA 1 _ 310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 0 FIS Profde 0 FIRM 0 Community Determined 0 Other (Describe): 811. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 0 NAVD 1988 0 Otter (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes 0 No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Constnrction Drawings' 0 Bolding Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the budding is complete. C2. Building Diagram Number 1(Select the buik ng diagram most similar to the (wilding for which this certificate is being completed - see pages 6 and 7. It no diagram accurately represents the building, provide a sketch or photograph.) C3, Elevations - Zones A1-A30, AE, AN, A (with BFE), VE, V1 -V30, V (with BFE), AR ARA..AR/AE, .ARiAI -A30, ARAN, AR/AO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is difterent from the (aturn used for the BFE in Section 8, convert the datum to that used for the BFE. Show find measurements and datum conversion calculation. Use the spaces provided or the Continents area of Section 0 or Section G. as appropriate, to document the datum conversion. Datum NGVD1929 Conversion /Comments Eeevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Ves 0 No 0 a) Too of bottom floor (including basement or enclosure) 14. 3 4 d U b) Top of next higher floor t_4 /A . _ft.(m) D c) Bottom of lowest horizontal structural member (V zones only) NIA . _h Ti .(m) a• 0 d) Attached garage (top of slab) 13. 611.(m) 1 U e) Lowest elevation of machinery ana'or equipment ' ' /1, / servicing the building ( Descrbe in a Comments area 13 . 8 h. {ml F OPf C. G 0 f) Lowest adiacent (finished) grade (LAG) 13. ft.(m) z .. -. -2,/ ' r` i �` aCO g) Highest adjacent (finished) grade (HAG) 13. 5 tt.(m) 0,4: i...o. :3 Y' it p. •4' 0 h) No. of permanent openings (flood vents) within 1 ft. above adiac.enc grade NIA `,. _ ,. c: - - `) O 1) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections 4, 8, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. _ - CERTIFIERS NAME R(C HARD A. MILLER LICENSE NUMBER 3848 TITLE REGISTERED LAND SURVEYOR COMPANY NAME RICHARD A. MILLER & ASSOCIATES INC. ADDRESS CITY STATE ZIP CODE 6701 BEACH.FIOULEVARD, SUITE 100 . JACKSONVILLE FL 32216 SIGNATURE ,.<-..:T' ,-- -7 'T. DATE TELEPHONE 7 516 - 904 - 721 - 1726 EMA Form 81 -31, January 2003 See reverse side for continuation. Replaces all previous editions 03/12/05 THU 10:03 FAX RI 001 , re41-,..it7 03 - do0 51'7,:),, 02(-75 Y .3 — MAF ; SHO WING BOUND SURVEY OF LOTS 1; 2 & 3, BLOCK 28, SUBDIVISION "A ", ATLANTIC BEACH, AS RECORDED ' IN PLAT BOOK 5, PAGE 69, OF' THE 'CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. • CERAF/£O TD.• CRS DUCH Al* MILER • if • • • 1 I . LOT 4 . , ... ' sr, E root rata 129.29 OW 10 rows fit An A) 6 6 • C } ,21.1 , , Q D � �. sa �� Se - b c�. ~of,. a s FAO atae (11NCNJ . O tt i - . 2 STORY BRICK • g 1 & FRAME I ADDRESS 1 a RESIDENCE N ' t .; D 22 .1 4 _ uteri 0 - _ 111 I nl t - `` - - -- -" rut Amax • .. _ . - - a III to b -y . .2 . • SRPS LC ,i 2.01 ,g R'i • D v ' �1TM'R"' o M III TI 1 ~ rr, 1 1 . 1 21 .= I • �` • ' "°'� • • i II- ! cR N. 1 t I �� _ - - - - DoT 2 p C I 1 i . i l l --- - . - — - Lor ' .p rt1 O 1 III I 1 1 1 1 1 A� I. u ..ri..r cONC MAUI 1 1. 1;1° 1.11: 1 yn1�11, arum � � � 1 1 1 1 1 1 m rytHu 4:1 ,e". 1 1 le NM m a r s es • t� 1..I.I.` a ir Ir.. L �liihll 127.20' • SECOND STREET (40' RIGHT -OF -WAY) RAW& .NIeVARY Jl, Has .NNVARY A 2006,' FINAL (0.' - L 14 9-4) Mt'A WIQ6t0A 10. 2004 Mal 111014 (03- 7146 -2) ERR ACM IT REARS IM; SALVO ttIE AND he MraNAL RN= SEAL TWA TAMPA UUC1WSEV SUR/CIM AND YAPPER, DRS DRAW PLAY at NAP is FOR ARAM I ZONAL PIAi AS ON LA ANEt is NOT VAUD. ammo.... 06 - - 1. MNM. ate w m Oed the AmteMe PAR'S LEGEND SCAL 7 S A Mk i. a MAP 10 VW s ItADARY Swtw'Y Qi aONNRS amaers xtaeattNt nn JOB N2. - 14 S 104,.01•44 Mown rhea (15 /Whir ea U.S Comte, }n d 0..e.Ue Direly Doh National CaaaaCa Nested Oatrun a Wit Wit (UMW. 01 1R2SF. .. MOO p 444 sL7 f.B. J a. e *WO* am Oath, mix t djeoPe.ty shwa irraw NM INRO Zoos X mama" wV eti, .. us ,r .s. poi,* Morn s C, es Mo. hdwd I n1• terry Na+age e Or ey N. CA4 PORNO Flood hwt2we PR NAtMn �^ hnow. late Nap (I.LRN.) Carta nmmIty - Pan 2 el Mote 1400 3 - 00010 fe Drown by e 0 S (blew .Nwe4• noted on /polka of the pawl that .nay be Nem.d s ItbthRRM .._ by Side or Gete ntamfel 1tM•tea hw net been m deb:bro cm my rwaNtnry wM m a.• a net the mks, Lout, 1•r N,e un R. RICHARD A. MILLER & ASSOCIATES A ohrr ay Jo ReARLIAN w aeemme, of Rome .4 eddroee by LAY ettemineten Met t PROrts9'ONAt LAND swot-room t. he not Mawr hhero n. 6701 OM ELM. 4.1 o rat ) 721 -6796 N MOW DONt DGY NAY At USED IN DRS NNW MCXSONNILE RON0A t6 Tee 604) 721 -1226 MN Pep ! AttMBNADON Amu f f sr..f�Hans •rR •1•w .,, R.r Rw Jiawra N wlaMOMO� �� P Mm s / }p vent 1•r kar a A M M x r OOM t (ygAtvywprwy 11• '' M1 ' 7 1'W 4 e t *'{�ypNrwWW CA ltar+e. Mar "- eawIMAINf Me pdy� �S Pat tteT,inae* 1 e : ►. I , 4-44/ ... , N �� F' -- 6tR.� S R sbe Ran Lha - Iron ro Rt• , L .7, . SURD ' Tlr � CA� N 3848 if0ED EGanm, am. Conente • Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: gl i 1 t 0(3 Contractor Name: 0 /0*-- Permit #: - 2 --) 6 1 -- / - 2_ Property Address: 122 -) 0 ( k1V\ " (/j) Legal Description; 10 ( - � L,0 T 1 ) 2 Improvements to the above - described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: E --Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: / 4 7 d J ( 4,3 Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. - --- Public Works > , v s 5 1 3 - Tic Public Utilities r'/ tL l , k Planning Dept. 1 5 - O &s Building Dept. - / G - e S` S - / G - d Lc)12 Final Survey with FFE Yes ❑ No All Re- Inspect Fees Paid Yes ❑ No Schlueter, Jennifer From: Clemons, Malcolm Sent: Wednesday, June 15, 2005 3:50 PM To: Schlueter, Jennifer Subject: FW: CO for 223 Ocean Jason, Installed backflow - GOOD Thanks, Malcolm From: Kaluzniak, Donna Sent: Monday, June 13, 2005 10:19 AM To: Schlueter, Jennifer Cc: Clemons, Malcolm Subject: CO for 223 Ocean Jenny, would you give 223 Ocean another week extension to get their backflow preventer installed? I spoke with Jason this morning, and he was meeting with Malcolm at 9AM. Thanks, Donna Donna Kaluzniak Utility Director 1200 Sandpiper Lane Atlantic Beach, FL 32233 PH: 904 - 247 -5834 FAX: 904 - 247 -5843 dkaluzniak@coab.us 1 Schlueter, Jennifer From: Kaluzniak, Donna Sent: Wednesday, June 15, 2005 3:49 PM To: Schlueter, Jennifer Cc: Clemons, Malcolm Subject: 223 Ocean Jenny, 223 Ocean CO is approved - backflow is installed. Thanks, Donna Donna Kaluzniak Utility Director 1200 Sandpiper Lane Atlantic Beach, FL 32233 PH: 904 - 247 -5834 FAX: 904 - 247 -5843 dkaluzniak@coab.us 1 * A D NDo 1 k A rvi:r cc. �4 y j CITY OF ATLANTIC BEACH . ob s BUILDING / ZONING DEPARTMENT ` L. Higg s t ' S) 800 SEMINOLE ROAD Doerr J 4, ATLANTIC BEACH, FLORIDA 32233 -5445 x TELEPHONE: (904) 247 -5800 '„ FAX: (904) 247 -5845 Jsf l.c r � http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS Permit Application # Q 14 - 26 (3) 7 Property Address: 22.3 o CE A N A Applicant: CRONK MACH gC A5SOC) All G INC - Project: poO% DECk T pe i pp it cation has been: proved ❑ Reviewed and the following items need attention: Please re- submit your pplicatio when these items have been completed. Reviewed by: _.- Date: / L,as--vti A— AD DEN tU'1 k * ` A,- CITY OF ATLANTIC BEA pc. ... J' 1 1 ' L. Higgins BUILDING / ZONING DEPARTMENT - 5 . , z j 800 SEMINOLE ROAD S ' � J °" �r ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE: (904) 247 -5800 �� FAX: (904) 247 -5845 44 : / - , 0131S ' http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS Permit Application # 01i - 2$431 7 Property Address: 223 d CE AN 13 LV D Applicant: CRONK DUCK $9. A550C IAit.S INC Project: ?o01.. DLC y, This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: 1\1T5 OV-Ia0c-, 4 q tr) c ` tail 0-- o ley r el,d)(t C- akikS. a l kM,t)L111-- (-- ' \ ,,,.... Please re- submit your application when these items have been completed. Reviewed by: Date: 0 CITY OF ATLANTIC BEACH .2 800 SEMINOLE ROAD w ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 , !1i3 T} Application Number 05- 00029531 Date 1/13/05 Property Address 223 OCEAN BLVD Tenant nbr, name IRRIGATION Application description . . PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor CARITHERS HULIHAN TERRITORY P.O. BOX 331268 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 285 -8505 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 50.00 Plan Check Fee . . .00 Issue Date • . • Valuation . . . . 0 Expiration Date . 6/05/05 Fee summary Charged Paid Credited Due Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 50.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. a 11.144k BUILDING OFFICIAL 1 i e ffJ .,�� 0.t�.`��. •-., CITY OF ATLANTIC BEACH • ° r ;, 41 lie, -`' PLUMBING PERMIT APPLICATION i I ce ✓ on v Date: 1 I i 3 16 :5 ± Property Address: A 3 (-) C v.g...Nv Q3SL Owner: _ }4.A.) 0. - Telephone #: I 1 tJ Contractor: Li ,___ ` •._. _ _._ . , ♦, _: . Telephone #: a$ 5 -t? �O 5 1 ' Contractor Address: 1 1 77 (1.0.0.) * . Fax #: art() `'' Q j , hi consideration of permit given for doing the work as described ibed in the above statement, we hereby agree to perform said work in :'• accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach 1 ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, I 0 New list the building permit number: I 0 Re -Pipe i 1 I Number of Fixtures: Bath Tubs Showers Closets Shower Pans I Dishwashers Sinks Disposals Urinals I 1 Floor Drains - Washing Machine 1 Lavatory Water 1 Sewer , trAlater Heaters I Other - i Fees Permit Issuing Fee: $35.00 I Total Fixtures: X $7.00 + $35.00 = Il I 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : //www.cl.atiantic- beach.fl.us 1 I .47.51 ;7 CITY OF ALTANTIC BEACH COMPLAINT MANAGEMENT SYSPIM TAKEN (date/time): / 457 • c .2 COMPLAINANT: Last Name F Af m XDDRESS: _ CITY/STATE/ZIP: TELEPHONE: ( ) COMPLAINT: _ G./ZX LOCATION: 3 PROPERTY OWNERS PHONE: ( PROPEPTY OWNERS NAME: ' j, L' DEPARTMENT FORWARDED TO: COMPLAINT TAKEN BY: DATE/TIME: OFFICE USE ONLY INVESTIGATED: (date/time) ASSIGNED DEPT./DIVISION: PRIORITY: INVESTIGATOR: CONDITIONS FOUND: ACTION TAKEN: 47 4" - /t- - 3,.' 4- '3 COMPLIANCE: NOTES: CtTY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION 6 64-ti Cis 5 0 JCe LOCATION: - 12 ( OWNER OF PROPERTY: '9,9v (,„/ 0 CONTRACTOR: 4))4,---9.--c------ CONTRACTOR'S ADDRESS: Z 2 7 6,4 ZIP STATE LICENSE NUMEER: TELEP-C N E. DESCRIBE WORK 70 BE PERFORMED: ( VALLIATICN CF FRCFCSED CONSTRUCTfCN 71'& MATERIALS TO BE USED: SIGNATURE CF OWNER: SIGNA.TURE OF CONT SWORN TO AND SU ES IEED• BEFORE ME THIS 1 DAY OF ./ 1 / NOTARY 0 Patricia Amonette Vi MY COMMISSION # CC553881 EXPIRES Liability Insurance Sup , someo August 12000 mc. Wcrxers Ccmpensatcn Insurance Supp‘liec Cantraczor License Int Supplied Occupaticnai License Information Supplied L .i , 3-4 ---3' I . .." 1 , . 1 CD 1 4 \ .'.....,., ',......) c.:, .,, . 1 / 4 . ....,,, = ,7 \..., .... '...., ,. 1 ...., 1 , c t '101.1rniiiiimpisiiimpagpiismousi . 1 .-..; : k...„.) i ! 1 f u . 1 1., C..• ., `k. rtm I 1 I „ -' LP 1 0 / ....ix 1 (4,-- ,...,c . _.,..... .1 ....1 C - 1 (---- 1//: --/, 4-- if/ ---*--- L,- 1 ,3( ,,, / _ . . . „ '-• , „„,........) L .--,......--..—........... ,,,,, 11 1 [7:7-.)E.:(1 ii . . ..„ SODAP...... 1 141 7 - 1 ,.,:!::,. •.:- At li:nc. Be3Ctl tko ,--- ac) 0 te-A.,;`511-144 0 tao CD *— 4 C \\■ oN, I cts ect ., k,s1 -7,- •-• -('3- :E. Lbs,1 ...... ..... . •-■", ( .. 12 . e: ■.- ' N j , 7 ------)4.-- i-r -- 1 q >-/ h E , If ---* e e • ■ swomm. jr ........ ', 1 -1111OOPMPIIM11111111■1 ) P 4) vv....0 11111111MOMOOP 3 C: Li 0 1% 1 , LA4 i t 1 , Dikoa. 1 ......, ' •,,,, N. (77... 3 , .._ • .. :24::_ e , —........ / . 7.. ;•■ •"... . , i Ca ...4' \ .i t... 0 , _ ;" :voce (. I , / / . . . —1-- i . -- -- 1 ..7 4 Li i i 1 ct 0 NI t'viiPtIk I ' . , 3 .03 ■ . 1 --- 1'- •,... _________ ,,."/_,,../. if --"*. v-\ 6 (r),'n, 12e,/aci- o''jc9 8A OCR , I. Namara -. Permit No. Tax Folio No. • ' `. - - - - T NO CE OF COMMENCEMENT % :: : ' State of , - ,4 a County of ► _ 1 THE UNDERSIGNED hereby gives notice that improvement will be made to certain 0. Real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. M 1. Description of property: �j q,U X Jvc� . 1,, c # 8 16 6‹.21 d P �J P f 2. General crl tion o un ro vem n : i? ZpI — ditj -- �4 , 6R. 4 , / Q4- 0 0 as 3. Owner information: V7--ve Ai C,(4-1-, i 26 , q / / %/e • s , 4 (;��i a. Name and Address: z z 7 ge.9 1, 1/ e- b. Interest in property: (p cV .v e ft- c. Name and address of fee simple titleholder: ,5 -e 4. Contractor: Name and Address. •Dp�`A. K. , L� 1 (, 2�'VU ✓f n J , 5. Surety: t (-.Z3 rf i ,a. i - ll 3a066-1G33 ``■ a. Name and Address: b. Amount of bond $ a� Q PP 6. Lender: (name and address) 7. 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: (name and address) . 8. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a diffe n date is s ecified). Signature of Owner: / qq Sworn to and subscribe. befor; m-. this 'o fig : 482 , 19 / /. BE;: 9369 (NOTARY PUBLIC) My Commission Expires: 5 2 i 9 9 Do c# 99190504 Filed & Recorded e `D k, K 08/02/99 d O1 'y 11::48 :: A.M. Linda Kay Vanaman ( HENRY W. COOT. r`,' Commission iW 831901 DUVAL CIRCUIT U , COURT s. RECAI. COU00Y, FL - 7 , REC. 6.00 Bonded Tim %" ' - 4 '' Atlan Bonding edit Co.. lac. 0 0 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, Fl 32233 - Tel. (904) 247 -5826 ROOFING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18385 Address: 223 OCEAN BOULEVARD Permit Type: RE -ROOF ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: 900.00 Parcel Number: Improv. Cost: 900.00 OWNER INFORMATION 1 Date Issued: 6/16/1999 Name: 1605 BLOCK AVE Total Fees: 25.00 Address: 1605 BLOCK AVE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 6/16/1999 Phone: (904)249 -2615 Work Desc: REPLACE SHINGLES CONTRACTORS) APPLICATION FEES PROPERTY OWNER RE -ROOF 25.00 Inspections Required NOT APPLICABLE NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE L_PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: CHERYLE 4'-" Date: 6/16/99 81 Receipt: 8964977 CITY OF ATLANTZ CH Total paynent s25.88 , <7" I ae?..-... - , . i e • ' - i i — I/ - 6 ..........____t _ — . ,,....., . _ 3 -0 '/- C --- f• 1 . 1 . I . 0 ....„ ,..., ,.. ......_ / / c7D-, ..,....---. o Cl _____ . .,, , , — — .c . _ r ____ . --,. .4. i r ..........„ / s„.......) 1 t i Zo' 1 ‘ \ 1 , I 1 i o 2C? ti • i t 1 . , ,,,, T 1 IA 1 r-, 1 -* * — / h - ,"' -4-------- . Ai - ) .-- I - ( c - 11- i-- ' i - .4., 1 l''' t ....._. . b - friti . ' • - ' — )e a ti" • k 3) A,u '1,Lk- \<:- tflAit ‘S - oki L — ± _:, 1-W,:',;11:c 5:,!! no 7nH7 0. c)3 0 e.ep,) 'i tvet E r qh t .� � r .., , UCI 2 1999 CITY OF ATLANTIC BEACH A PERMIT APPLICATION REMODEL, ADDITIONS, OR L eUct� MOVING, DEMOLITIONS �� '�d oning Owner (s): 1JAu ►cS, w C_\nPA. ..e.. 1 V ( \PP..,) M 0,1AP.Stkl RC, �/© Job Add rees ' Rivet Phone : 1 2,) L I (� 600 c2 W b O (> I Lot # 0 2 Block or Unit *X c ; `r 635-it/Subdivision: Contractor: Av ►S i k� State License # OR ' pct n r) Address : 7 ! J ei.:4 , P6 2, i ( Shone No: 0 qc)' �� 0� 0 O � U o / City 1)\",\1/4.\ P I State r O Q`�io Zip Code 3 2 b 5C -' bS3 Describe work to be done: VP i7P.€//bk -1 A4 , r ,,, �L� 3 ii ( 1 1-tcw4 1. £ R i s • Si`c ' / e ' ' ' "4---- j �+ i i L [ . 1► 1 . Y • . • .J J . .. J." .a.rll� tl4�� /If .1 4iG�L1i■,- �' ;mg P / �/,a c :f; . ilia - N . - , - li Present use of building: ( AG e. p " -i ' � ," J Valuation of Proposed Construction: ,J Proposed use: NIZIAt e Aid Is this an addition? ° If yes, what are the dimension of the added space : ft. X ft. Will the added area be heated and cooled? t l es" New electrical (or increase)? . 'G ) New plumbing fixtures ? 1/21 New fireplace? New Heat/AC? ///e _lift SUBMIT THREE (COMMERCL4L) TWO ' 1 ENTL4L) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, » -- - _ :. - — = - - : NOTICE OF COMMENCEMENT, AND Signature OWNER: e—C...— --- -- Date: / Signature CONTRACTOR ( .4. r// i/1 Date: r)/,.),f/ AS TO OWNER: ,1' Q' p Swo ne this day of , 19 9 / sidon ' • Expires May 2, 2003 d � h Bonded Thru R ,., �`° Atlantie Boudiag Co., Inc. NOTARY PUBL AS TO CONTRACTOR: p. q 6 Sworn to and subscribed before me this 9 d t A day of , 19 Q ! T " , ' Linda gay Va ✓� ,/ � Comndssion * 83190 CC 831901 C7� !o Exp May Thru 2, 2003 NOTARY PUBLI d nj ,... `' Atlontio Bonding Co., Inc. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18695 Address: 223 OCEAN BOULEVARD Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):2 Block: 28 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 4,000.00 OWNER INFORMATION Date Issued: 8/20/1999 Name: CHESHIRE, DAVID W. & KATHLEEN M. Total Fees: 45.00 Address: 223 OCEAN BOULEVARD Amount Paid: 45.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/20/1999 Phone: (904)724 -6500 W ork Desc: R/R INT WALLSNVINDOWS,R.R RODDEN WOOD, SHINGLES CONTRACTOR(S) APPLICATION FEES MILLS, DAVID K. PERMIT 45.00 Inspections Required COVER UP FRAMING INSULATION FINAL BUILDING NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER _ "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" — ISSUED ACCORDING T PROVISIONS I LAW. PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PM 2 3 1999 f45• 1 18 �� S 1 11/99 91 Receipt: 998189 18 A A UG `TIC BEACH = ILDING DEPT. 991999932218 P •� � yAN T o �_' tea' V . '"' "LOBO ZOs NOTICE OF ADDITIONS or CO RECTIONS REMOVE DO NOT REM DATE / JOB ADDRESS C I Z THIS JOB HAS NOT BEEN s O alPL made before The following additions or corrections the job will be accepted 1tL AG US-U1 as vitro. REINSPECT FEE r/ � ■ It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, proper until the in he he proper inspector has had ample time to approve After additions or corrections ilding Depart- Inspectors been ' made, call i Fie ment for an inspection. to 5:00 BLDG p.m. Monday are in the office Y through Friday, P �1,ANTj�, NOTICE OF CORRECTIONS ADDITIONS or DO NOT REMOVE DATE JOB ADDRESS . OW O. /S ipc- 23 ..�►- THIS JOB additions or�o BEEN ctions shall The following additbe made before i the job will be accepted 0 Go • eoC_, 111 0. it5:00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder of the work persons, in to cover , lh earth or other material, material, until the proper with flooring, lath, rove the installation inspector has had ample time to app After additions or corrections have aeen made, call 247-5826, Building Field nspectors ment for an inspection. 1 are In the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. c - - 5 ' 1 M . i NOTICE OF CORRECTIONS ADDITIONS or DO NOT REMOVE JOB ADD RESS f V 3 cCA ' WO , 1 THIS JOB additions or corrections BEEN COMPLETED �o s shal The following addibe made before U the job will be accepted c 0,2 ®e6(2.• Rm., C 3 �'' ,s, 3 QoL heat ri-0571 Cailt i, t. ( (o 0 CO . r • Ci^, -C- -- 1 A-2: % 4 L E oc C �{ J ce L ` is 1 2 - $00 REINSPECT FEE -1-$1c ' ■ • It is unlawful for an y Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any p art of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have beery made, call 247 -5826, Building ment for an inspection. Field Inspectors are in the office from 8:00 Friday. a.m. to 5:00 BLDG p.m. Monday through P A1,ANr, o �/ i "LOBO _, E , j NOTICE OF CORRECTIONS ADDITIONS or DO NOT REMOVE OA1E I JOBAppRESS ^ �' l ! t � ! �,1 � -`3 e)c eA "J` j- t-/ 6 THIS JOB additions NOT BEEN ctEons shall The following additbe made before i the job will be accepted (.(2.- ,-. A-4.kc._ c 2.„ atic. .mac.: ,Z AD Fr)(2-. L f..t 1.505 u LliC : t ) evtl 312 u4Cf1(. �/ •. - .00 - EINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder of r to other persons, to cover or cause to be covered, any part the with flooring, lath, earth or other material, , until the proper l pe inspector has had ample time to app After additions or corrections have been made, call 247 -5826, Building Depart- ment for an inspection. Field Inspectors are in the office from 8:00 a.m. to 5:00 aLocu 6 r p.m. Monday through Friday. 1.ANi 1 , t li----"'" 11 \ OR\Y a' NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE DATE JOB ADDRESS G- ']►'t` E ` � 233 06 13010' "1' S THIS JOB HAS o D BEEN COMPLETED corrections shall made before The following addition the job will be accepted k, Q-6-5-5 u. -T 57 I e ' 5 14oi 6l►1 W tr JZ -50.•., t, 3' e. ....', .‘, O • L k cy.—s A LL+z L t . ► fth ., t ul,DO 055 Woo- P. Il► L_• u,c • , e REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder part ofrtother ork persons, to cover or cause to be covered, with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Field ment for an inspection. Inspectors are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. P -AN r/C ., O k `�0, � -5 i-- .. _ c) tr - \ V Cr, 1)-* it F CORO � ; =� e<./1 ' \ NOTICE OF CORRECTIONS ADDITIONS or DO NOT REMO OA'fE �� JOB ADDRESS L � . Q 3 OC THIS JOB HAS NOT BEEN shall LETED made before The following additions or the job will be accepted O t 3s �/ $t5-.00 REINSPECT FEE lawful for any Carpenter, Contractor, Buildaerofr other It is unlawful roper persons, in to cover or arth or other material, until the p p with elooring, le time to approve the installation. inspector has had amp After additions or corrections have been made, call 247-5826, Building Depa- for an inspection. Field Inspectors are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. 01.AN �' �� u x ∎••∎I ∎ ii 'Tyr a I. ' l0RO X NOTICE OF ADDITIONS or CORRECTION DO NOT REMOVE OATS JOB ADDRESS p is - /23 QG�r� (p THIS JOB ons or corrections BEEN ctE COMPLETE D ons shall made before The following add the job will be accepted t1113101MW Z.-Oat 1/44- eilertial7 ca • .lO L.(G 2..L L04-‘o&.s rr02 tow°. - 67 4 s STIA- U ni c t2,0 '-'l. catizaL L0444.-. F - 7 Ile •.14..00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder ofthe th persons, to cover or cause to be covered, any part with flooring, lath, earth or other material, ve the until installation. the proper inspector has had ample time to app After additions or corrections have Depart- made, call 247 -5826, Building ment for an inspection. Field Inspectors are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday, Q 41.ANri co O �c�' 10 1. , FCORvot. 25, ct, _ 1 NOTICE OF CORRECTIONS ADDITIONS or DO NOT REMOVE DAZE JO ®7'- 0/ F/� LVo l2-Z THIS JOB HAS NOT BEEN COMPLETED he following additions or corrections shall be made before T the job will be accepted .. ©o r"-O% / c" vrov l -- . ■ 3 INSPECT FEE It is unlawful for any Carpenter, Contractor, Builder o rtother persons, to cover or cause to be covered, any p proper with flooring, lath, earth or other material, until the p ro P inspector has had ample time to approve the installation. After additions or corrections have been made, call 247 -5826, Building Depart- ment for an inspection. Field Inspectors are in the office from 8:00 a.m. to 5:00. A40 p.m. Monday through Friday. bl t ,„ A • , !"-. --- 11 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 wf-v Application Number 05-00029960 Date 3/25/05 Property Address 223 OCEAN BLVD Tenant nbr, name INSTALL 7 NEW FIXTURES Application description . . PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . • 0 Owner Contractor CARITHERS ATLANTIC COAST PLUMBING & TILE 323 9TH AVENUE NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-5381 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 84.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 84.00 84.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 84.00 84.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDiAt OWICIA thl ' CITY OF ATLANTIC BEACH - _' PLUMBING PERMIT APPLI Is 4w CATION *'ii ft . - _______ Date' .i Z-S C S Property Address: 2 - Z J E` e �,4 x _______L t..„,il_D : Owner: CA ,. -. _ Telephone #• _ Contractor: _ ' ' . tr ; T �, __ ___ Telephone #: _t_e_` . — Contractor Address: 3 1/6( j � e CI Fax #: Z40._ 7 3 In Consideration of permit ng the given for doi work as described in the above statem e h orrrt said w ent, wereby a ee to w ork in � accordance with the attached plans and specifications which are a part hereof and in accordance with the City o,' Atlantic Beach tn' pert ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. out Plumbing Type: OWN If other construction is being done on this building or site. ew list the buildin permit number: 0 Re -Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers ' j Sinks. S t `t t7)(1-'''' 5. Disposals Urinals Floor Drains 1 Washing Machine /4 -- , / 1 + Lavatory St f' t(X 5 Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 . Fax: (904) 247 -5845. http : / /www.ci.atiantic- beach.fl.us , 0 !.%�r�l CITY OF ATLANTIC BEACH BUILDING AND PLANNING J � f y ` .. 800 SEMINOLE ROAD 1s* ATLANTIC BEACH, FLORIDA 32233 -5445 %' 9 = .l TELEPHONE: (904) 247 -5800 ' r� FAX: (904) 247 -5845 J http: / /ci.adantic- beach.fl.us 0. t }• June 22, 2004 C 0 d Hugh and Katherine Carithers 1057 Shipwatch Drive, East Jacksonville, Florida 32225 -5418 Re: Order of the Community Development Board related to Variance application Dear Mr. and Mrs. Carrithers: Enclosed herewith is an original signed order and a copy of the order from the Community Development Board denying your Variance request. Please maintain a copy of this order for your records, and also be aware that no similar variance application may be considered by the Community Development Board for a period of one year. Feel free to call me at 247 -5826 if you have any questions. Sincerely, �iclhl.. Sonya oerr, AICP Community Development Director cc: Peyman Ata -Abadi Cronk Duch Partners City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Florida 32233 -544 Phone: (904) 247 -5800 • FAX (904) 247 -5805 • http : / /www /ciatlantic- beach.fl.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: Hugh and Katherine Carithers 1057 Shipwatch Drive, East Jacksonville, Florida 32225 -5418 FILE NUMBER: ZVAR- 2004 -07 DATE OF HEARING: June 15, 2004 ORDER DENYING VARIANCE The above referenced Applicants requested a Variance from Section 24 -157 (c) to allow a six -foot high stucco and wood fence to encroach two -feet, six inches into the required ten -foot setback on the street side of a lot within the RS -2 Zoning District and located at 223 Ocean Boulevard. On June 15, 2004, said request was considered at public hearing by the Community Development Board for the City of Atlantic Beach. The request was amended by the applicant's representative to reduce the requested variance to provide a nine -foot setback for the proposed fence. Having considered the application and supporting documents, the Community Development Board, denied the amended request, finding: 1. There are no exceptional topographic conditions on or near the property. 2. There are no surrounding conditions or circumstances impacting the property disparately from nearby properties. 3. There are no exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. 4. There are no regulations enacted after platting or after development of the property or after construction of improvements upon the property having an onerous effect upon existing use and development of the property. 5. The lots are not of irregular shape of the property warranting special consideration. Page two Order ZVAR- 2004 -07 June 16, 2004 6. The lot is not of substandard size warranting a Variance in order to provide for the reasonable Use of the property. NOW THEREFORE, the Community Development Board hereby DENIES this amended request for a Variance from Section 24 -157 (c) to allow a six -foot high stucco and wood fence to provide a nine -foot setback, rather than the ten -foot setback as required by Section 24 -157, on the street side of a lot within the RS-2 Zoning District and located at 223 Ocean Boulevard. T HE S D AY OF �,\ U , 2004. ym,_-___. fi7 y Robert Frohwein, Chairman Community Development Board The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes. st. i Communi y Development Director , Jay R. and Joan S. Carver 46 — 15 Street Atlantic Beach, Florida 32233 904- 246 -4443 Mr. John S. Meserve Mayor of Atlantic Beach Atlantic Beach, Florida 32233 Dear Mayor Meserve: We are attaching a copy of a letter to the Community Development Board expressing our opposition to the request for a setback waiver at 223 Second Street. We are very supportive of efforts by city officials to maintain the unique quality of Atlantic Beach. Sincerely, 127 Ve- Jay R. and Joan S. Carver C C' . y Commission City Manager 0 City Attorney 0 Press 0 File Date: Jay R. and Joan S. Carver 46 —1 5th Street Atlantic Beach, Florida 32233 904 -246 -4443 Members of the Community Development Board The City of Atlantic Beach Atlantic Beach, Florida 32233 Dear Members of the Board: We are writing you because of our concern over the request for a waiver of two and a half feet on Second Street of the setback requirements by the owners of the property at 223 Ocean Street. Our objection is based on the view that such a waiver is, in fact, a "taking" of public property for private use. Since the home is on a very large lot, it is not apparent why a setback waiver would be needed. As forty-year residents of Atlantic Beach, we have a great love for the community and an interest in ensuring that the character of the community is maintained. We feel that a waiver in a case such as this sets a precedent that would open the way to additional waivers and weaken the legal foundation of existing regulations. We support the effort to maintain the features of Atlantic Beach that have made it unique and attractive to many persons. We regret that because of a prior commitment we are not able to be at the public hearing. Sincerely, Joan S. and Jay R. Carver AMERICAN ELECTRICAL Contracting, Inc. 5065 St. Augustine Road, Suite 3,Jacksonville, FL 32207 Office (904) 737 -7770 • Fax (904) 737 -1099 C ER0015316 May 25, 2004 . .. z g Project x t4 g Address: 223 Ocean Blvd ; s, " '4 ,�6 x Atlantic Bch, FL 32223 , Permit # 03- 00026516 g .0 City of Atlantic Beach ' Attn: Don For We Respectfully request that temporary power for the address listed above be cut on for a short time until all work has been completed. We acknowledge by our signature below that we will be responsible for anything that may occur due to the energizing of the service prior to the final electrical inspection and the approval and completion of the job. If you have any questions, please feel free to call (904) 737 -7770. Thank you, - z . fe,, ,1-/ 6, , 1 / Earl W Frick CITY OF ATLANTIC B EACH BUILDING OFFICE MAY 2 r= 2004 By: c� , sg' A - (acuudik giliirde",, ,..fne. 1775 Cassar Avenue Jacksonville, Florida 32210 904 -384 -2811 Fax: 904- 384 -7358 February 28, 2005 To whnm it may concern: 1 Mike Sanvi11c would like to have application If 03 00025972 Q 223 Ocean Blvd. to he cancelled due to none payment on work performed. As of this date our work has been inspected & passed as up to code work. Thank you for your time in this matter. Thank You y ,, i •/ / r Mike Sanville Plumbing Inc. FEB , - B 200t; .Qc r------ M , Sc i' aieyPLime , .I 1.00 *" ` '64' J/ 1 �� 1775 Cassat Avenue Jacksonville, FL 32210 904 -384 -281 Fax 904- 384 -7358 "For Alt Your Plumbing Needs Pronr.Mike Date: •_ Attention: ,i 1f� ' �( . .r',rcL_/ fax Number: C Alialr Job location: - Total pages, including cover: _a_ Comma 05/13/2005 09:51 FAX 9047279341 ARCHITECTUAL WINDOWS @1002/005 SPECIFICATION. SHEET 3 =. LIFE UARD BY WEATHER 611IE01 ■ LIFEGUARD - WEATHER SHIELD OPERATING CASEMENT WINDOWS' The following sizes have been tested and meet the requirements of Miami -Dade County Protocol PA201, PA202 and PA203, SSTD 12-97, ASTM E1886, ASTM E1996 and nil 1 -98. The Miaml -Dade County NOA number is 01 -0831.02. +60/-85 PSF Design Pressure The following glass options are approved for use in the LifeGuard Weather Shield Operating Casement products (see allowable window pressure chart for specific glass make -ups): ©Cn_ l°' f. E°" t 3-4i 3i C La . • /e" KeepSafe Max Heat - Strengthened Glass -i's �i • fie" Globe P380 Chemically - Strengthened Glass +601 -75 PSF Design Pressure ALLOWABLE WINDOW PRESSURE The following glass option is approved for use in the LifeGuard Weather Shield Operating (SINGLE WINDOW PRAISE SIZE) Casement products (see allowable window pressure chart for specific glass make - ups): Height Width ABowabl. Pressure (POP) •' /1e KeepSafe Max Annealed Glass (M') (In.) o>�n, g z ak a POS NEO I Elill A8 Isi 28 or LESS 80.0 85.0 iamb/unit size 32 80.0 75.0 1,..11 um or LESS I 38 60.0 75.0 daylight opening L'."-- 14 , 5 ':. 3 175,7--7 28 or LESS 60.0 75.0 52 32 60.0 75.0 �ag N imp / I I 1 1[ I ilk 38 60.0 75.0 12100 11x20 N170 724170 28 or LESS 60.0 75.0 58 32 60.0 75.0 �.. r. _ 38 80.0 75.0 �t� ( � 28 or LESS 60.0 75.0 Ell R3 K] I min, 11S�, *Note - The rough openings shown are the 1244 1&41 20x24 742$14 maximum allowed. Less than W is allowable 38 32 60.0 75.0 �_ (W 6 shim at head -sill- sides). 28 or LESS 60.0 75.0 1 111 r jj 1 O9/ 32 60.0 75,0 A 411 11 � 1 ' fig The above single unit sizes can be mulled up to eo I! four -wide in accordance with a +60/-60 PSF 64 28 or LESS 80.0 75.0 212$ 1070 1080 SAGO 32 80.0 75.0 design pressure. Please refer to the standard 28 or LESS 60.0 75.0 f *G 1 � g �� l ft i product catalog to determine rough openings e8 - 32 60.0 75.0 Ell Ia11 Ali : I � i � for muhtple -wide units. 28 or LESS 80.0 75.0 Egli 150 ' OD 2 Windows are also available as stationary 32 80.0 75.0 2132 1602 1042 MSS picture windows. GLASS OPTION 1 : 1 Re KeepSafe Max Annealed Glass (vie Penes) LifeGuard products require specific installation to meet the achieved design pressures. Corro- GLASS 2 GI seep e M ax Panes) sion- resistant anchors are recommended and may be exposed. Please refer to the sealed Goss OPTION 3 = Vs" Globe P380 engineering drawings for each product's installation. Contact Weather Shield's architectural Chemically - Strengthened Glass (W Panes) services department at 1- 800 -538 -8836 for installation detals. Weather Shield Operating Casement' 1 m • Scale: None Ime l ) 49w I30mm] i [116mm] m' [Owl MAX SHIM TYP. 1w 1 2W .;re i ) [32mm11 Top View 164mn] Me 1 ]14m 4 r y,: ■ • [116mm] 1 Pia 8m r w 140mm / � _ °d Side View* [ al:. , ' 114. . - 138mm) $ 1 130 4 o I +G L 274' [74mmj DAYLIGHT [64mm� Ile /. Om i �', MAX SHIM JAMS/UNIT WIDTH '"M . _ �� ROUGH OPENING WIDTH i 1 W (Smml I m ) MAX SHIM 'Note - Drip cap is optional on single -wide units. IYP. 1 . 05/13/2005 09:52 FAX 9047279341 ARCHITECTUAL WINDOWS Z003/005 , SPECIFICATION SHEET LIFECIGUARIJ Or WUA111111 /MALI LIFEGUARD - WEATHER SHIELD CASEMENT STATIONARY PICTURE CENTERS The following sizes have been tested and meet the requirements of Miami -Dade County Protocol PA201, PA202 and PA203, SSTD 12 -97, ASTM E1888, ASTM E1996 and TDI 1 -98. The Miaml-Dade County NOA number is 01- 0831.04. +55.87 PSF. +60d -75 PSF Design Pressure The following glass options are approved for use in the LifeGuard Weather Shield Casement Stationary Picture Centers. • +55/ -87 PSF - ( lie KeepSafe Max Heat - Strengthened Glass • +80/ -75 PSF - W Viracon HRG2 Heat - Strengthened Glass • +80.75 PSF - y5.• Globe P918 Chemically- Strengthened Glass (Allowable design pressures may increase as sizes get smeller. See design load charts on page 5 for spedfic glass make -up, allowable sizes and allowable pressures). day oPen.n9 l wig 1 , -•- ....] ri [......] __ __ _ sou Oil Mat aaaa aiai awati a1■aal' miller ' se■ smile ■aas (aaaa 1:11:1 alibliral afiitilsa•� �a i i i — — aaaa; aaiaa� ■oars sEs 'LI I1 memo Immo a sp■ ■ u s minims i smalrai 311141 Mrs NM 441040 114510 1415111 111 soma �i.a nom s..� ®seas . , — — ■u MUM OEM MIME ■•Ial� alalalal■ aaaa MINE :MIME MIME METER •1!t•I•lal • ■aaa � isms ■■■• ■at■■ meow lesser 3114 41144 OM 4145144 144104 1144044 aaaa sill nil M UU III: :Vail ti — — Ili ■aaa ii all mass ■ata�ar : atiaa� aaaa 1111 sobs 1111111111 11E11111111 . 1111111111111111 aaa ■'' Masi ION ila�afi 111111111111 MINIM 317411 40i00 MAO Well ' OHMAO ' I440011 nom 111■ ■1O/ •aaial 11111111 MINE ma 1111 iUi■ sum 111111111 MOM — — aaaa ■ ■i1 l iiai' 11111111 11111111 11111111111 1111 1111 111111■ WHIN 111111® ■11111111 • NW 40f4 OM 1415111 1111•V bit 01.411114 ilu. aaa■ nun ■•am aalalal alb.. mix ma Naas Khalil ■alalu alilaaia1 aaa NM NUM ••i■ MOM ■alasai a — — ins Non maw sun • maw illilaal■ alas nu, MINN a■ ®a ■ ■ IMI 330111 3141 407en 41111 WWI 0 114IM ■1■ Wit fi111 ■l i ■um : . usa 1111 1111 maul mom - .. , ' ' ., ■111' aaaa ■111 iiii look — — 11■ aaaa :III iiii ■io11 111 1111 1111; rows 3111 31111 400111 4M11 artsxm *darn 'Note - The rough openings shown are the maximum a®owed. Less than W Is allowable (Yi' shim at head -sill- sides). See page 4 for allowable mulled configurations. 1 05/13/2005 09:52 FAX 9047279341 ARCHITECTUAL WINDOWS [J004/005 SPECIFICATION SHEET LIFE UARD OY W[A!NON $MI[LO LIFEGUARD — WEATHER SHIELD DIRECT -SET WINDOWS The following sizes have been tested and meet the requirements of Miami -Dade County Protocol PA201, PA202 and PA203, SSTD 12-97, ASTM El 886, ASTM El 996 and TDI 1 -98. The Miami -Dade County NOA number is 03- 0123.01. +88/47 PSF, +80140 PSF and +80/75 PSF Design Pressure — All single units up to and including 96"x80" Leanne size. The following glass options are approved for use In the UfeGuard Weather Shield Direct -Set Window units: • +55/ -67 PSF —IN" KeepSafe Max Heat - Strengthened Glass • +80/ -60 PSF — , iii Globe P380 Chemically-Strengthened Glass or vie" Globe P916 Chemically- Strengthened Glass • +60/.75 PSF — tit' Viracon HRG2 Heat- Strengthened Glass +751.75 PSF Design Pressure — All single units up to and including 72 "x54" frame size. The following glass option is approved for use in the UfeGuard Weather Shield Direct -Set Window units: • +75/ -75 PSF —35e" Globe P916 Chemically- Strengthened Glass +701 --70 PSF Design Pressure —All single units up to and Including 88"x54" frame size. The following glass options are approved for use in the UfeGuard Weather Shield Direct -Set Window units: • +70.70 PSF -95e" Globe P916 Chemically-Strengthened Glass +60/40 PSF Design Pressure -- All single units up to and Including 58 "x36" frame size. The following glass options are approved for use in the UfeGuard Weather Shield Direct -Set Window units: • +80/-80 PSF —Ise Globe P916 Chemically- Strengthened Glass . t" ' lW W th d -- A 8 C D E 1 t 1 3 shod Lp S hort l 3FwM M . __I A j Hs J H i 1 — Width --1 ...1 Width 1— 1— Width -- 1.— Width -- 1.--_ wid Triangle " Isosceles Trapezoid • Pentagon Pentagon with ZYiangle Flat Top • Top F — I wrath i` G - � H l J � • L j Height 1 I . � t— J „.._ W-1 Width i 1-- Width — 4,. -+-- Width -«+ ... -- Width --••• -Y Hexagon with Diamond Parallelogram • Full Circle Hexagon :,$; • Flet Top -, K L � i M N } 0 0-1 I L —I ( ' 'i S hort Leg x Height I I� ni l s I I L --- warn H eight � 4 — W idth -- L- WWth_J I-- wida, —� "� ' Gothic Arch Octagon Octagon Full Ellipse Gothic with Extended T Legs (Non- Standard) 'Left Unit Shown: reverse option available. Specify Right OR Left when ordering. The jamb-to-Jamb dimensions for the desired shape(s) cannot exceed an overall block size of 96`x60'. See page 2 tor allowable mulled configurations. 05 13/2005 09:52 FAX 9047279341 ARCHITECTUAL WINDOWS I$ 005/005 SPECIFICATION SHEET F LIFEC:IGUARI5 .r WIAr.en IMiMMO LIFEGUARD - WEATHER SHIELD OUTSWING FRENCH DOORS The following sizes have been tested and meet the requirements of Miami -Dade County Protocol FA201, PA202 and PA203, SSTD 12-97, ASTM E1886, ASTM E1996 and 7011-98: +85/45 PSF Design Prawn The following glass options are approved for use in the UteGuard Weather Shield Outswing French Door products: • rh.• KeepSafe Max Annealed Glass •' /s' KeepSafe Max Heat - Strengthened Glass Weather Shield Outswing French Doors' jamt>✓unR size ; ; � ; �""� Scale: None %i+'1 sue.' S "' daylight Opening (31 J r, ; r w l 1 m [ '464 ] u• l"mm) 4"47)7 N '�. �wr . .w" �. .r . �rr � MIAX ' 11 41ii �� , {9pmm [ 1leraml MAX A (9"n.. ' {tt"rt.n] SHIM TVP. _". --1 1YP I i _.1 r' 111mm1 [11741 1 (127 r27� -. ._.. L___ b1 WWI MN },� 7.2e60 11: T Side View Bid! View wkh h IL with ADA SIII i i Standard SNI —•— I-11110 1.F10 3-7xb10 24b140 84.0.1e 334440 0 Rural ammo! I [t"mmi I i — I T-1 Wilie 1404 b1if/4 2404 1612741 3 04 w ( - p10111111111.0 - IIM11111111111111111 178471 _..1 I i Inn 1111 - RD118T►, Top View Y N �� [ 1"2 m - OPENN G [1"2arn] 1/ 4' pm) IM0( SHIMr l 1 2.18 41 2.7,14 Derie *INN 34400 4M�' ,� • 11.-, 1 1 1 1 i .r .r.. �rr�r . , .u.. rr-. [t i"mmI Me "Wd tiv i ",. pommi ��e� I 1 NSERT WIDTH 1.1."2 2.7514 2-111e4 VIM 3444 HINGE CODES 'Note - The rough openings sholm are the maximum allowed. Less than Y2 Is allowable in width and' 'A' in ' ' Out8Wing Door . height (Y4 shim at head – sides). Code C Code 0 ' LifeGuard products require specific installation to meet the achieved design pressures. Corrosion - resistant anchors are Hinged Left Hinged Right + recommended and may be exposed. Please refer to the sealed engineering drawings for each product's installation. p p Contact Weather Shield's architectural services department at 1.800.538 -8836 for Inatalation details. �'' The units shown cannot be mulled. • Outseeip doo ► things codes are Vend All LiteGuard doors must be ordered with a multi -point iockset. All Doors are standard with 10 bottom rail height. 12' bottom rail height is optional. For doors ordered with ADA sill, subtract VA" from height dimensions shown. Single or two -panel doors can be produced with a single transom. This requires the use of 2' x 5' x W aluminum tube mullions. Transoms are Legacy Series direct -set transoms. Maximum callout size available is 6-2 x 3-1. t � CITY OF ATLANTIC BEACH S., 800 SEMINOLE ROAD t.} ,G; ,:v ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00025972 Date 10/09/03 Property Address 223 OCEAN BLVD Tenant nbr, name NEW SFR 2948RAD,4549SCHG Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 700000 Owner Contractor CARITHERS, HUGH CRONK DUCH & ASSOCIATES INC 223 OCEAN BLVD. 200 WHARFSIDE WAY ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) (904) 398 -5775 Structure Information NEW SFR - REPLACE EXISTING Construction Type TYPE VI Permit MECHANICAL PERMIT Additional desc NEW HVAC Sub Contractor . AIR SYSTEMS Permit Fee . . . 287.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 287.00 287.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 287.00 287.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. a BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. Street Address: .9 2 3 o re''n ,&/0 L LOCATION OF Intersecting Streets: Between /9/e.,0 Nae..t And 3 td ( ,St BUILDING Sub - division II. INDENTIFICATION — To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) AIR SYSTEMS 0 F FL Master Name of Property Owner ("/,fr- sfi,ers CACO58757 KENNETH ERIC CAVENDER Signature of Owner 41,1"4-1,' Signature of Or Authorized Agent � Architect or Engineer III. GENERAL I N ORMATION A. T3 of heating fuel: B. la Electric IS OTHER CONSTRUCTION BEpIG DONE ON THIS ❑ Gas: LP Natural Central Utility BUILDING OR SITE? y e ❑ Oil ❑ Other — Specify IF YES, GIVE NaliER OF�,(, ,�L S N ' PERMIT (JS IV. MECHANICAL EQUIPMENT TO BE /N ATURE OF WORK INSTALLED �" Residential or _ Commercial New Building /(Provide complete list of components oyeback of this form) 0 Existing Building Heat _ Space _ Recessed Central _ Floor ❑ i Replacement of existing system �( Air Conditioning: Room ✓Central ®/ New Installation (No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity 6' cfm ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity gpm . ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator : Manlift _ Escalator (Number) ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) • ❑ LPG containers (Number) Remarks ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other— Specify Permit Fee • LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT • Number Units Description Model Number Manufacturer Capacity Approving ( 3 /7/' /- S ,///'�2� - 034 t,t ainc ' (Tons) Agency /43 5E rL /2 8,2 /fs�/= HEATING — FURNACES, BOILERS, FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) Agency 3 Rya Cs3mn' -w Ley y /IS' TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency �� I$, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j �•� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 rx319r Application Number . . . . . 04- 00027706 Date 2/13/04 Property Address 223 OCEAN BLVD Tenant nbr, name INSTALL NEW HVAC Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor SMITH, SUSAN AIR SYSTEMS OF FLORIDA INC 223 OCEAN BLVD. 2815 ST.JOHNS BLUFF ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 642 -9700 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 91.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 91.00 91.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 91.00 91.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT 4ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. e .. \\ (1.0.4,fr BUILDING OFFICIAL l eck 14 2.3/ BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I• Street Address: 3 Oecafr- e /vci- LOCATION OF Intersecting Streets: Between 2 r „/ And 3 red S 1 BUILDING Sub - division II. INDENTIFICATION — To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) A I R SYSTEMS OF FL Master Name of Property Owner CACO58757 KENNETH ERIC LAVENDER Signature Owner �`� Lam--_ Signature of Or Authorized zed Agent Architect or Engineer M. GENERAL I ORMATION A. Ty •of heating fuel: B. @]' Electric IS OTHER CONSTRUCTION BEIN,O DONE ON THIS ❑ Gas: _LP Natural _Central Utility BUILDING OR SITE? (/ P ❑ Oil P ❑ Other— Specify IF YES, GIVE NUMBER OF CONSTR ,V CT O PERMIT D , ? - Uo0,2_ IV. MECHANICAL EQUIPMENT TO BE (NATURE OF WORK INSTALLED Residential or Commercial New Building �fProvide complete list of components og,,ck of this form) FP Existing Building Heat Space _ Recessed ZCentral _ Floor ❑ Replacement of existing system 0 Air Conditioning: Room Central t/ i New Installation (No system previously installed) 5a' Duct System: Material F) �» Thickness /4- ❑ Extension or add-on to existing system Maximum capacity 4 DO efin ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity Rpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator : Manlift _ Escalator (Number) ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other— Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT • Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency / Cow /1P.2 /9 40)r76x j li /O( 7 Seer 7, 0 /, /'P HEATING — FURNACES, BOILERS, FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving I �� /` / �� g` BT • :enc TANKS ! 6 /3 t - V . ! r How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency a TR HOMETEAM o ATMENT woR E N s E. o Se ntnco n K ORp Q Treat Only Q Tubes -u der -th lab slab ea DATE CALLED IN. rider -th slab and Treat JOB NAME: TIME CALLED IN: DATE OF SCHEDULE: JOB ADDRESS: TIME SCHEDULE: i n k alla �� c \� SUBDIVISION: NAME: r+� I`� BILLING ADDRESS: BILLING PHONE: C ALLED IN By. PH ONE: LOT -- 2."-- MODEL NUMBER: DATE & FOREMAN ON SITE & TIME S QUARE RE F OOT; C I , t a SLAB T YPE: <' 1.. r' ' LINEAR FOOT; APPROX. DEPTH .• Q Addition OF FOO TMG ; TYPE OF FILL: f�- Q Final/ Completion Treat Outside: COl npletiOn Q p Inside: fit P ESTICIDE Other Pool Addition PERCENT E USED 1, er �� f , Fr Q DriveN,ay t �) USED e. 0.) TOTAL ) S 11 S L A PPLIED ; PRICE PER So F _ STICKER POSTED. — `E s� TOTAL FOR P. T. ADDITIONAL SISIN TAWMan / / 411118/ X I hereby a . TOTAL AMO UNT owletlga the satisfactory co Gr 23 X d work. mPlation of the above TECHNICIAN: tlescribetl work, !.'� .7� 01/03 -- Ay 6 Co - C4 6 et c.: i ,, .,. ,,,, ,. 1r � CITY OF ATLANTIC BEACH D. Ford �� r BUILDING / ZONING DEPARTMENT L. H i ns sj - a .= r / /[ J 800 Seminole Road Doerr ,5 Atlantic Beach, Florida 32233 (904) 247 '2- 4.);310' (904) 247 -5845 Fax '— tck c5e a, Ye,- LC PLAN REVIEW COMMENTS 17 Permit Application # Cif -- .32S ,)„1. '7 th � e w << < be (.5 tcbni . �' you- ta - c.e af ' Property Address: cam?,. 3 Cy ccz11 a vel Applicant: 0 rt, N k L.tc IN Project: ,S' Ci Ccni .�f tiee t Nr)c.0 J This permit application has been: ❑ Approved Ea Reviewed and the following items need attention: • W° e'-a4771,0)4,--•-- , tra chtiV., / 97,...e cet_rlfri-o-/ -a---x,c1*--ea.e..4 =ei. ,Vkt.(23 r.•-1-7 ,,,,,..zy.d i i .6-ea 4-4 ---reea-47."-- ` 7 2 ,c,_ / . , . / / fte,....e_ 4-a.... Please re- submit your a lication when these items have been completed. Reviewed By: J • -- Date: .'S ----- 66' - 1.( Date M D.- / 17 , c9; 6 7C 7 47-x Lear rile Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: A A;', A) Investigation of this propertyHdiscloses that I have found and determined that a public nuisance exists thereon so as to constitute a violation of City of Atlantic Beach Ordinance Section • n that 47.,5 2, . ./ .__S//", s ,424:-•-•`7,-..471----=, .9/11 eV/3- '74r P)1.1 are hereby notified that i A;kdit.; ove ., a ,1. -ore,s c (113 d your receipt hereof, this case will:, be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. Sincerely, ' — Karl W. Grunewald Code Enforcement Officer KwGipah cc: city Manager CERTIFIED MAIL RETURN RECEIPT REQUESTED _ Ford, Don From: Ford, Don Sent: Tuesday, January 13, 2004 8:40 AM To: 'Peyman Ata- Abadi' Subject: RE: Carithers Carriage House Mr., Ata- Abadi, By this notice you are approved to remove the garage structure and rebuild same on the same foot print with the approved addition. Don C. Ford CBO 800 Seminole Rd. City of Atlantic BEACH, FL. 32233 Phone 904 - 247 -5826 cc: File Original Message From: Peyman Ata -Abadi [ mailto :peyman @southernarchitect.com] Sent: Monday, January 12, 2004 1:53 PM To: Jimmy Jewel; Joe Cronk; Joe Home Mail; T J Larwance; 'swymcycle @aol.com'; Ford, Don Subject: Carithers Cariage House Date: January 12, 2004 Subject: Carithers Residence 223 Ocean Boulevard Atlantic Beach, Florida Mr. Don Ford, Per our conversation on Thursday afternoon, we will proceed with your recommendation and demo the existing garage. It is evident to all parties involved that the existing garage structure was subjected to termite damages & general wear and tear. We mutually understand that removing the existing garage will not undo the approval of administrative Deviation. We will build the new carriage house per drawings that were submitted for permitting. On behalf of Cronk Duch & Partners, I would like to thank you for your attention and your great contribution to this project. Sincerely, Peyman Ata -Abadi 1 ✓., �e t„ ! CITY OF ATLANTIC BEACH :a 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00026293 Date 6/13/03 Property Address 223 OCEAN BLVD Application description . . TREE PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor CARRITHERS OWNER 223 OCEAN BLVD. ATLANTIC BEACH FL 32233 Permit TREE PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date • • . • 6/13/03 Valuation . . . . 0 Special Notes and Comments REMOVE 25 ADDITIONAL INCHES OF PALM TO BE MITIGATED WITH THE 80" OF PALM THAT WAS PREVIOUSLY APPROVED ON APRIL 25, 2003. Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i i - :rte BUILDING OFFICIAL MINUTES OF THE REGULAR MEETING OF THE TREE CONSERVATION BOARD June 11, 2003 A regular meeting of the Tree Conservation Board was held Wednesday, June 11, 2003, at the City Hall Conference Room. Present were Chair Barbara Mears, Bill Permenter, Maureen Shaughnessy and Susan Dunham. Absent were Tom Hill and David Owens. 1. Call to Order The meeting was called to order at 7.:04 p.m. 2. Recognition of Visitors - None. 3. Approval of Minutes of Meetings of May 28, 2003 A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously, carried approve the Minutes of the Tree Conservation Board meeting of May 28, 2003. 4. Old Business A. Change to Tree Removal Application for 223 Ocean Boulevard: Mr. Jay Devine, Landscape Architect, introduced himself. The Board reviewed the Minutes of April 25, 2003, pertaining to the- previously approved-Tree-Removal Application for 223 Ocean Boulevard. Mr. Devine advised that tthey were unable -ta -move the seven palms to the Ocean Boulevard right -of -way due to Public Works restrictions. As a result of these restrictions, they would like to remove the palms instead- Chair Mears - stated that the seven palms were not protected and did not require mitigation. Mr. Devine informed the board that he needed to remove an additional 14" palm because it was too close to the garage door. Mr. Devine advised the board that there was an error in the dated April 25, 2003. He stated that he was removing 29" of palm, nut 18" ofpa.lnr. The Board determined that they would include the additional inches of palm in the motion for the removal of the 14" palm. Discussion was held with regard to the motion dated 25, 2003. The Board stated that this motion required more mitigation than was required so the applicant would not be required to plant any additional mitigation. A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to direct the Building Official to issue a permit for the removal of 25" additional inches of palm to be mitigated with the 80" of palm that was previously approved on April 25, 2003. -- In response to a question from Board Member Permenter,-Mr. Devine stated that he intended to plant 80" of palm. Discussion was held with regard the "more than required" mitigation in the motion dated April 25, 2003. It was determined that if Mr. Devine were not able to plant the mitigation as outlined, he would notify the Building Official. P SLANr 0 0 g 4,10 I- F 1O Ro%. NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE 2 23 CL.1 ./1 B co ,o / -- i THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Afn reF6 � icT'W4f t AN-CT ,3l1 _ / /aSrl - Lcfi - - 6't-o /2 it-(6/c0g-y A0-6 -03 1.4 0 16430-REINSPECTIZE • It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247 -5826, Building Depart- 'UAA81NC ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. a , i p r 0 ft p v City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Florida 32233 -544 Phone: (904) 247 -5800 • FAX (904) 247 -5805 • http : / /www /ci.atlantic- beach.fl.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: Hugh and Katherine Carithers 1057 Shipwatch Drive, East Jacksonville, Florida 32225 FILE NUMBER: ZVAR- 2003 -02 DATE OF HEARING: February 18, 2003 ORDER GRANTING VARIANCE The above referenced Applicant requested a Variance from Section 24 -105 (e) to reduce a required 20 -foot yard on the Beach Boulevard side of double frontage lots to allow an addition to an e xisting g arage s tructure, w hich s hall encroach i nto t he r equired t wenty -foot se tback from Beach Avenue, as depicted on proposed site plan A 0.1, for property located at 233 Ocean Boulevard. On, February 18, 2003 said request was considered at public hearing by the Community Development Board for the City of A tlantic Beach. Having considered the application and supporting documents and statements made by the Applicant, the Community Development Board found that the request complies with Section 24 -49 and Section 24 -64 the City of Atlantic Beach Zoning and Subdivision Regulations, and granted the request, finding as follows: (1) Special conditions and circumstances exist which are peculiar to the Land, Structure or Building involved and which are not applicable to other Lands, Structures or Buildings in the same Zoning District; Page two Order ZVAR- 2003 -02 February 28, 2003 (2) The special conditions and circumstances do not result from the actions of the Applicant; (3) The Variance granted is the minimum Variance that will make possible the reasonable Use of the Land, Building or Structure; (4) The granting of the Variance will be in harmony with the general intent and purpose of this Chapter and the Variance will not be injurious to the area involved or detrimental to the public welfare. NOW THEREFORE, based on said findings, the Community Development Board hereby GRANTS a Variance from Section 24 -105 (e) to reduce a required 20 -foot yard on the Beach Boulevard side of double frontage lots to allow an addition to an existing garage structure, which shall encroach into the required twenty -foot setback from Beach Avenue, not to exceed the limits of said addition as depicted on proposed site plan A 0.1, which is part of File Number ZVAR- 2003-02, for property located at 233 Ocean Boulevard, and subject to the following condition. • The garage structure shall not be converted to a Garage Apartment as such is defined within Section 24 -17 of the Land Development Regulations. DATED THIS I" DAY OF t >., , 2003. Don Wolfson, Chairman Community Development Board The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Comm • Development Board minutes. ommunity evelopment Director Minutes of Community Development Board February 18, 2003 - Draft Page 2 advised that this entryway would allow room for a six -foot elevator to be added at a later date. A motion was made by Mr. Jenkins and seconded by Mr. Burkhart to deny the variance request. Mr. Lining advised that he was involved in a serious wreck last year and, at some point in time, the elevator was going to be very important to him. The vote was called and Mr. Frohwein, Mr. Wolfson, Mr. Burkhart, Mr. Grunewald and Mr. Jenkins voted for the motion; Mrs. Walker voted against the motion. The motion carried. (Mr. Jacobson acknowledged a conflict of interest and recused himself from voting on the motion. Mr. Jacobson signed Form 8B, Memorandum of Voting Conflict.) Discussion was held with regard to Mr. Lining coming back to the Board with a change to his request. A motion was made by Mr. Jenkins, seconded by Mr. Burkhart, and unanimously carried to withdraw the motion. b. ZVAR- 2003 -02, Hugh and Katherine Carithers. Request for a Variance to allow an addition to an existing garage apartment, which will encroach into the required twenty -foot setback from Beach Avenue, on double frontage lots in the RS -2 Zoning District and located at 233 Ocean Boulevard. Mr. Carithers introduced himself and Mr. Joseph Cronk. Mr. Carithers stated that this property was very unique and was situated between Beach Avenue and Ocean Boulevard at Second Street. He stated that they would like to build a house on generally the same footprint of the existing house with a slight extension and would they would also like to build a three -car garage on the footprint of the existing detached garage on Beach Avenue. He further stated that if they moved the garage they would have to remove huge palm trees over 40 feet tall. Mr. Joe Cronk with Cronk Duch Partners introduced himself. He stated that they moving the structure north to create less tree damage. Mr. Grunewald asked Mr. Carithers about off - street parking. Mr. Carithers responded that off - street parking would occur on Ocean Boulevard, and they would also have a driveway off Ocean Boulevard. Mrs. Walker asked if they had considered putting the new portion of the house and a garage to the south of the existing residence. Mr. Cronk responded that they would like to keep the house in the same footprint. He stated that the character of the alley is very unique and keeping the garage structure close to the street is in keeping with that character. Minutes of Community Development Board February 18, 2003 - Draft Page 3 Mr. Frohwein asked if the corner lot could be sold in the future. Mr. Carithers advised that they did not plan on selling the corner lot but plan on building a pool, which would encroach on the third lot. Ms. Doerr advised that the Building and Planning Departments would not issue building permits for lots that do not meet the setbacks unless a variance were approved. If this project treated all three of these lots as a single development parcel, the owner could not later sell -off one of the lots as a buildable lot unless all setbacks and impervious area requirements could be met. Mr. Wolfson expressed concern that the gargage not later be converted into a garage apartment. Ms. Doerr advised that this property was entitled to a garage apartment if the Comp Plan was met since it is a double frontage lot. Mr. Carithers advised that they were thinking about adding a bedroom on the second floor, but it would not have a kitchen and they do not intend to have a separate rental unit. A motion was made by Mr. Jacobson and seconded by Mr. Burkhart to approve the variance request. Mr. Wolfson requested that a caveat be added that no garage apartment be allowed in the future. Mr. Jacobson expressed that this issue should was not related to this Variance request and should be addressed at the time a garage apartment was considered. Mr. Wolfson stated that he would not be inclined to support this request without that condition being added. The vote was called and Mr. Burkhart, Mr. Frohwein, Mr. Grunewald and Mr. Jacobson voted in favor of the motion, Mr. Jenkins, Mrs. Walker and Mr. Wolfson voted against the motion. The motion passed. c. REZ- 2003 -01, Paradise Preserve PUD, Bestcon, Inc. Request to rezone approximately 10.99 acres to Planned Unit Development (PUD) to permit a proposed development containing up to forty -seven (47) single- family homes, private roadways and associated amenities and facilities Mr. Jacobson expressed concern to the City Attorney about a possible conflict of interest. City Attorney Alan Jensen advised that there was no conflict of interest as long as Mr. Jacobson did not receive any pecuniary gain from the granting or denial of this item. Mr. Paul Nichols introduced himself and stated that he was the president of Bestcon, Inc. He stated that this will be the third subdivision he has developed in the area, the first being Paradise Cove and the second being Hidden Paradise. He stated that these subdivisions have been built west of Mayport Road in the theoretical blighted area. He further stated that he has purchased approximately 11 acres off Dutton Island Road for this new subdivision. Mr. Burkhart asked when the setbacks would be determined and where the rear garages were going to be located. Ms. Doerr advised that the proposed setbacks set forth within the PUD text, and that the applicant has requested modifications to certain typical setbacks within the PUD application. Mr. Burkhart asked how many houses were going to require a variance. Mr. Nichols advised that he was having a difficult time locating WATER IMPACT FEE WORKSHEET ADDRESS: 2 . .3 Qc- c,4- nJ 13 G u o -- iFeG/4-C k' 4( /.S 7' S F/ DRAINAGE FIXTURE UNIT rI`' Pro t f t of_00 FIXTURE TYPE VALUE AS LOAD URES U TS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 // 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 s'' / f 1 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 )/( Y 2— — Drinking fountain/Icemaker % )/ . r , S Floor drains 2 Hose bib 1 c /[( t Z Kitchen sink, domestic 2 °. 1 D /2 f 2_ Kitchen sink, domestic with food waste grinder and/or Z dishwasher 2 L + 2 Laundry tray (1 or 2 compartments) (p u rS ( o r - ) 2 ✓ ye.) ^ .2.. l Lavatory 1 3 ` Z Shower compartment, domestic 2 71 2_. --- Sink J 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 V Water closet, public installation 6 TOTAL NUMBER OF UNITS= aep MULTIPLIED X 20 TOTAL $ 5 Z. 0 05/.10/.q 08 :44 „FAY .... . _ . 21002 DEPARTMENT OF PUBLIC WORKS 9A ;704, 1200 SANDPIPER LANE • ' 9 ATLANTIC BEACH, FLORIDA 3- '233 -4315 Y " �+' TELEPHONE: (904) 247 -5834 ' FAX: (904) 207 -5843 ` - .J S 4COM: 532.5534 1 hasp : / /ci.auan ic- bcoch -t►-' PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 5`1 '77 Applicant; - t..':.�' °`' �`_ —. — Address: .--. t -t- 4 1, Project: ❑ Yo LE' application is approved as noted by the Public Works Department. Final apl .lication epproval must come from the B uilding Department, Yo ar permit application has been reviewed by the Public Works Department and the fo1' owing items need attention: � ; 1. Prc 'tide erosion control plan: - See 2. Prc ride preconstruction topographic survey, by a Florida Licensed Land Su veyor, in 1' contours. s � ( . o w11 J 3. Or proposed grading plan, show proposed elevations. X/wi' Ai° cR e 4. Sc .iedule a field meeting wi the Public Utilities Director, Donna Kaluzniak, 24 T- 5834, regarding tree relocation. Sewer line in area is not deep. Please sat gait th :se requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic E <:ach, FL 32233 in order that we can approve your application. if you have any questions please call (904) 247 -5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works 1► /' Date .4,f_V Signature Contractc r Notified Dat 4 ' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -' - ATLANTIC BEACH, FLORIDA 32233 J INSPECTION PHONE LINE 247 -5826 '�-TM Application Number . . . . . 03- 00025972 Date 7/16/03 Property Address 223 OCEAN BLVD Tenant nbr, name NEW SFR 2948RAD,4549SCHG Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 700000 Owner Contractor CARITHERS, HUGH OWNER 223 OCEAN BLVD. ATLANTIC BEACH FL 32233 (904) Structure Information NEW SFR - REPLACE EXISTING Construction Type TYPE VI Permit PLUMBING PERMIT Additional desc . Sub Contractor . SANVILLE, MIKE PLUMBING Permit Fee . . . 210.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 210.00 210.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 210.00 210.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. \ ; , BUILDING OFFICIAL ff CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: a, r a3 � �(; 131 UG OWNER OF PROPERTY: a..r∎ - th ers TEL. PLUMBING CONTRACTOR: I V n l & thv i U.th l� ' 7)1 C CONTRACTOR'S ADDRESS: + C) S Cc ai- a Q • GEC ('l 3 aaI o STATE LICENSE NUMBER C [= c, 05 3 Li TEL. 3(6 4 - 3\ c &\ HOW MANY OF THE FOLLOWING FIXTURES SINKS RE -PIPED OR NEW SHOWERS _LAVATORY ��_WATER HEATERS BATH TUBS ♦___DISHWASHERS - ----_- __URINALS DISPOSALS _CLOSETS ______WASHING MACHINE FLOOR DRAINS _SHOWER PANS j____sEWER WATER RE -PIPE (LIST FIXTURES BEING REPIPED) OAR TOTAL FIXTURES: as X $7.00 + $35,00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: / SIGNATURE OF CONTRACTOR: i INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WI THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826. f�. i� CITY OF ATLANTIC BEACH * � ;S 800 SEMINOLE ROAD if ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 4" i J3fl9r Application Number 03- 00025972 Date 6/02/03 Property Address 223 OCEAN BLVD Tenant nbr, name NEW SFR 2948RAD,4549SCHG Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 700000 Owner Contractor CARITHERS, HUGH OWNER 223 OCEAN BLVD. ATLANTIC BEACH FL 32233 (904) Structure Information NEW SFR - REPLACE EXISTING Construction Type TYPE VI Permit BUILDING PERMIT Additional desc . Permit Fee . . . 2095.00 Plan Check Fee . . 1047.50 Issue Date . . . Valuation . . . . 700000 Other Fees CITY RADON SURCHARGE .73 ST CONSTRUCTION SURCHARGE 20.47 AB CONSTRUCTION SURCHARGE 2.27 STATE RADON SURCHARGE 14.00 WATER IMPACT FEE 520.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total 2095.00 2095.00 .00 .00 Plan Check Total 1047.50 1047.50 .00 .00 Other Fee Total 592.47 592.47 .00 .00 Grand Total 3734.97 3734.97 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL r cr .rim,..,. = J 7) CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDLNCE',AND DUPLEX CONSTRUCTION) Date: n ' r Job Address: G nn �J 2 #A pL1o. A�N t &,'Gil , -j. s .g9, � y� « r r - Owner of Property: tC • r "r5 . T / l XX t f A . met r t l may/ 6 . _ Address: Telephone: Telephone: _ Legal Description: Block Number: 4 0 __ Lot Number: /,2, 3 Zoning District: _ Contractor: Jo ea ,Cn k State License Number. , _ Contractor's Address: _2a kJ 'r 'DE / 4r 4 240 1Gfi' 3 ZO Telephone: l 1 (4 4 3 1 O _-51 _— Fax: (1 4) M- 63D Describe proposed use and work to be done: klc-kj cp .. Present use of land or building(s): 4 4606 /ink, Sir' e , Valuation of proposed construction: 4 _ _ _- .- Is approval of I lomeowncr', Association or other private entity required? 1■10 If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. 14 YES_ Removal of Trees will be required for this project. TREE REMOVAL PERMIT 1S REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month, Procedure: in order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please oonttra the Planning and Zoning Department at 904 -247 -5$26. In order to correctly verify zoning designation. please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach 1)eprrrtrncnt of Public. Works to determine if a pre- c o r post - construction topographical survey or grading plan is required. (If not required. written verification must he provided with this application.) The I partrnent of Public Works is located :n: 1200 Sandpiper Lane. Atlantic Reach. F1. 32233 'Telephone: (904) 247 -5834 STEP 3. Submit Tree Removal Application iftras arc to tx. removed or relocated. STEP 4. Please submit Building Permit Application. L'ncrL Code Forms. Notice of Commencement. Owner /Contractor Affidavit if owner is contractor. and our (4) complete scats of construction plans to the 13uildinr_ Department. which is located at the Atlantic Beach City 1 lall. 800 Seminole Road. Atlantic Beach. 1:1. 32233 'Telephone: 004) 247 -5826 800 Seminole Road - Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 - Fax: (904) 247 -5845 - http : / /www.ci.atlandc- bench.fl.us Page 1 RcviKC41 /14103 6 4J \ • J / `°`; CITY OF ATLANTIC BEACH , 800 SEMINOLE ROAD �4M1} ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 --) /2- 1 ".40.i3 Application Number 03- 00026516 Date 7/24/03 Property Address 223 OCEAN BLVD Tenant nbr, name 300AMP,1PH,3W,240V,NEWSVC Application description . . ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor SMITH, SUSAN AMERICAN ELECTRICAL CTR 223 OCEAN BLVD. 5065 ST.AUGUSTINE RD #3 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 737 -7770 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . 125.00 Plan Check Fee . . .00 Issue Date . . . 7/17/03 Valuation . . . . 0 Expiration Date . 1/14/04 Fee summary Charged Paid Credited Due Permit Fee Total 125.00 125.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 125.00 125.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Building Department 904- 247 -5805 p.i CITY OF ATLANTIC BEACH, FLORIDA Apps by APPLICATION FOR ELECTRICAL PERMIT &ildiny Roar/ • � 03- • 597,q TO THE CHIEF ELECTRICAL INSPECTOR: DATE; /- c23' �� / - IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN "ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. AME6r4ft. EIECirte GakI ° 4 ' .../ . ELECTRICAL FIRM: � 5 MASTER ELECTRICIAN SIGNATURE �/ JOURNEYMAN NAME C Ai Rif 14 5 1 ADDRESS; r4:73 V �J L % app l/p RFD $OX BLDG. SIZE BETWEEN: FAST ( R457 Or. d- 1364do ( e.., RES. ( APT. 1 I COMM. ( ) PUBLIC( ) tNOUS. ( l NEW ( r' OLD ( 3 REW. { I ADDITION ( 3 TRAILER 1 3 TEMP. 1 3 SIGNS 1 i SO. FT. SERVICE: NEW ( jede °/' INCREASE ( I REPAIR ( I FEE '^ N CONDUCTOR SIZE 3001.444, AMPS „ COPPER ( ALUM. (A I S �� SWITCH OR BREAKER GO AMPS EN 2 7 ` S O VOLT 10. 2C0 'J EXIST. SERV. SIZE AMPS VOLT RACEWAY 2 4 J v �* „ ,,, FEEDERS NO. SIZE NO. SIZE NO. SIZE `�' • LIGHTING OUTLETS CONCEALED OPEN TOTAL / 1, I �_.✓� RECEPTACLES 11.111 CONCEALED - OPEN 11111111 TOTAL j `� � 0.90 AMPS. 41.100 AMPS. -�� SWITCHES 1111111111111111 . INCANDESCENT FLUORESCENT & M. V. FIXED 0.700 AMPS• APPLIANCES IIIIIIIIIIIIIIIII AIR H.P, RATING H.P. RATING MOTORS � CONDITIONING COMP. MOTOR OTHER MOTORS ¢ MOTORS H.. I R.P. P. VOLTAGE NO. H.P VOLTAGE PHS II IIIIIIIIIIIIIIIIIIIIIIIIIIIIII . MISCELLANEOUS 0.11.211/111 rallIDISI TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. I MOTOR SIZE _ SWITCH FLASHER' EACH SIGN I FORWARDED S TOTAL FEES c" ; :,t;� CITY OF ATLANTIC BEACH � � 800 SEMINOLE ROAD i ti ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03 -00026 6 Date 7/17/03 Property Address 901 OCEAN = VD UNIT 018 Tenant nbr, name 100' ',1PH,3W,240V,PVC 4 ,c1 Application description . . ELECTRIC ONLY Property Zoning TO BE UPDATED /4/',4) ,j/ Application valuation . . . 0 C . .. Owner Contractor T" 7" ABRANSON AMERICAN ELECTRICAL CTR (3,6 5065 ST.AUGUSTINE RD #3 JACKSONVILLE FL 32201? (904) 737 -7770 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . 95.00 Plan Check Fee . .00 Issue Date . . . Valuation . . . . 0 Fee summa Charged Paid Credited Due 95.00 95.00 .00 .00 .00 .00 .00 .00 95.00 95.00 .00 .00 voow 90,0° itA al — 1 43 * ` L * A se• , 4 : ,-4'41 /10° iii +� A 5 4e _.,, KUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED _,,, r, t) AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN CULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Building Department 904 -247 -5805 • ,t, p . 1 CITY OF ATLANTIC BEACH, FLORIDA Apprr`d by 1 APPLICATION FOR ELECTRICAL PERMIT 7O THE CHIEF ELECTRICAL INSPECTOR: . DATE: — 1 — 1 3 Za3A3- IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF, AND IN WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. AmEKI6 ri(EC;rielAt ()A7 4 ELECTRICAL. FIRM: � MASTER ELECTRICIAN SIGNATURE ] JOURNEYMAP NAME VCC I I ,f ADDRESS; �� 1 ��, r \ P A () 1) 14-1RFO________130X BLDG. SIZE BETWEEN: RES. (Y! APT. I ) COMM, ( ) PUBLIC ( ) INDUS. ( 1 NEW ( I OLD ( ) REW. ( ) ADDITION 1 ) TRAILER ( ) TEMP. ( ) SIGNS ( } SO. FT. SERVICE: NEW ( 1 INCREASE ( I REPAIR ( } FEE CONDUCTOR 512E AMPS COPPER 1 k ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE U AMPS 1 PH . 3 W �`I(VOLT or . RACEWAY FEEDERS NO. 51ZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN 1 TOTAL .. RECEPTACLES CONCEALED OPEN 1 , TOTAL I a.iO AMPS. I 41.100 AMPS.' SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED O.7 Oa AMPS, OVCR APPLIANCES f BELL TRANSF. AIR H.P, RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 1 77 0.1 � • MOTORS H.P. VOLTAGE { PHS NO. OVER VOLTAGE PHS . MISCELLANEOUS aris!u TRANSFORMERS: UNDER 600 V. 111 OVER 600 V. NO. KVA ILO. KVA NO. NEON TRANSF. NO. VA. MA. I MOTOR SIZE SWITCH FLASHER ` EACH SIGN FORWARDED S TOTAL FEES 1[II E P� IPT �' TOK OC Drawer: 1 REC D D7/2TM03 81 Receipt no: 76783 Date' Wont Quantity Descry 26516 BP BUILDING PERMITS $30.' 2003 25972 BP BUILDING PERMITS $70. Tender detail 4347 $100. Totalltte dered $100. $100.80 Total paylent Trans date: 7/24/03 Tine: 14 :13 :33 'r �� !. Ltl j' c , ylf . ` CITY OF ATLANTIC BEACH /6( A S � 800 SENIINOLE ROAD y ;es ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 „ call 9' Application Number 03- 00025972 Date 7/24/03 Property Address 223 OCEAN BLVD Tenant nbr, name NEW SFR 2948RAD,4549SCHG Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 700000 Owner Contractor CARITHERS, HUGH CRONK DUCH & ASSOCIATES INC 223 OCEAN BLVD. 200 WHARFSIDE WAY ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) (904) 398 -5775 Structure Information NEW SFR - REPLACE EXISTING Construction Type TYPE VI Permit ELECTRICAL PERMIT Additional desc . TEMP POLE 60AMP Sub Contractor . AMERICAN ELECTRICAL CTR Permit Fee . . . 70.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. • ry 't BUILDING OFFICIAL Building Department 904 247 -5805 p ,i CITY OF ATLANTIC BEACH, FLORIDA Apprbwd by I APPLICATION FOR ELECTRICAL PERMIT O TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 7 a3- 6 749 IMPORTANT NOTICE_ iN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF, AND IN WITH THE ELECTRICAL REGULATIONS, CODES AND cry OF ATLANTIC BEACH ORDINANCES. ,.._a_ee. ELECTRNALL "&S FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME �/ •e / M ADDRESS;�ll 1; [i/ �/ �R ED BOX BLDG. SIZE BETWEEN: RES. (e APT. I 3 COMM. ( I PUBLIC I 3 INDUS. ( I NEW ( 1 OLD ( 3 REW. ( 3 ADDITION ( 3 TRAILER 1 3 TEMP. ( SIGNS ( 3 SO. FT. SERVICE: NEW ( 1 INCREASE I I / REPAIR ( 3 PEE CONDUCTOR SIZE 4 AMPS 6a COPPER (V ALUM. 1 3 SWITCH OR BREAKER , 0 AMPS me! 2. ()VOLT /011C- -RACEWAY EXIST. SERV. SIZE AMPS PH W . VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES MO CONCEALED - OPEN MI TOTAL • 0.90 AMPS. 1 swlTCr•+ES INCANDESCENT FLUORESCENT & M. V. FIXED 0 -100 AMPS. APPLIANCES IIIIIIIIIIII AIR H.P. RATING H.P_ RATING a CONDITIONING COMP. MOTOR OTHER MOTORS 0 OYES MOTORS H.P. VOLTAGE IN NO. 1 H.P. VOLTAGE PHS MiSC>rLLANEflU TRANSFORMERS: UNDER 600 V. 111 OVER 600V. NO. raillill NO. KVA NO. NEON 7RANSF. NO. VA. Gill MOTOR SIZE EACH SiGV t 11111111111111111111111 ._ FORWARDED S TOTAL FEES FROM .: JAY DEVINE PHONE NO. : 904 249 4287 Apr. 28 2003 12:15AM P1 • JAY bEVINE LANV>DSC5PE ARCU*TECT FAX COVER SHEE April 28, 2003 TO: Mr. Peyman Ata -Abadi Cronk Duch Architects Contractors 200 Wharfside Way, Suite 200 Jacksonville, Florida 32207 Phone: 398 - 5775 -Ext. 22, Fax: 398 - 5350 FOR: Carithers Residence 2- 6 4, tow a 4•4 i Palm Trees - Transplanted into Right of Way FROM: Jay Devine NUMBER OF PAGES INCLUDING COVER; 4 COMMENTS : Peyman, Please note that Hugh Carithers would like to have palm trees planted in the right of way as the Atlantic Beach Tree Board expressed an interest in, having the `Old Boulevard' palms restored. I have shown palms planted 8' on center as shown on attached drawing. Please have the Palm Tree Movers/ Landscape Contractor present this to Bob Kosoy - 247 -5833 , Sonya Doerr - 247 -5817 and Don Ford 247 - 5826 for their review and comments. (Please have all parties concerned contact my office and let us know if any of these palms shown should not be planted) My fax number is 249 -4287. The landscape contractor must make sure that all utility locates are precise. Coordinate all work in the right of way with Bob Kosoy and Don Ford. I would suggest that the landscape contractor flag all proposed locations for palm trees and the landscape contractor should meet with Bob Kosoy in the field with the flagged palms and the utility locates visible. page t 39 36TH AVENUE SOUTH 0 JACKSONVILLE BEACH, FLORIDA 32250 0 PHONE (904) 246 -4332 o FAX 249 -428 7 JAY D¢VINe, FloalDA RectsTRR¢D L.A. 12a8 FROM,: JAY DEVINE PHONE NO. : 904 249 4287 Apr. 28 2003 12:15AM P3 '6 c \ i \I \ 6 o • a \ OCEAN BOULEVARD r V i n 70 1 ` . rt. "0 • - co a • 7 . I > � l..r'+ -rs.�� r►s .0 = r.�wR ' >'rrn1 �.. .'�+n�',•,-r�r � - r sr• .,r,; .r , • - iii�r WALK SIDE f ' K • -- 'fey ....., � r IR ir 6 . . • . .0 - 0 P $ 4: __ A 04* _ _ 7 := 71 • War— 1 ZSX ! � N i I I i] i r - I 211 F: .. , 1 i 1 l'A M (j) - Q F - - - -, . .., ° •III! IIC i F = -at- ` _ cno I MI I'P' 6 to. G �_ �.. U 1 � I PM ' � y � � T r. rl I Z f �•• ° 1 K. 1 p . l ■ rn ,� Wei 18 is) :1 C > mg Z MI ... 1 _ Ilial l ° la () ri ..-L m 15 ri Imo, • z �Z n n i 69Lg E t_ I II I II CM XI trl 6'G M Cr 0 2 — ri:"* . ,t Lc , ! a illi- II IC 'VAT I ri ip ( 1- ., r ,,,,,wtheigadai,: ,E-!-----1 1 4 c$ k i . Auti .... z -0- 9 • �9 OD 2 a ----- - 'e ( +O 1 .� - a O J I �l�III� I L ' e li I v �I � i .. n` r / . j I , Q 1 ,—. 1 D - : J� • rV1', Vi ' " ��u = � O I 1 N c r r ° I i ce -■ _ / I 1 y > 1 7 r • • • • �� t / ` 'fi •- I 7' — I C ri iii L.. r" I. n f . -...1 -;.1 014411 . r- K g I A F., y u l�. ,"� 1 r- -0 C A ..ru, .,. �i,,. , : emu„ ., � ` y C D r = c c n C ,� .00 c of r i c 034 c c C - 1 r' r x E3EAG1- 4 v AVENUE XI C 3m c '� , ` \Q CA�'ITI -IE '.S RESIDENC TREE PROTECTION PLAN I 11!I � Q II pr /Ai PREPAR p PCCaR: HUG I-4 AND GATf•1Y GARITHER5 to FROM : JAY DEUINE PHONE NO. : 904 249 4287 Apr. 28 2003 12:16AM P4 Rpr 28 03 Q9:04a Information S 247-5645 <141".414 p.1 r;,,,,1., c)% i c �� . C�'�' �3's ? .. ;� CITY OF ATLANTIC BEACH q '" � 800 SEMI►vOL. ROAD �j , - �- ATLANTIC BEACH. FLORIDA 32233 ,,_: �.,.:. INSPECTION PHONE LINE 247 - 5826 (/ --Jfi7 k, 0/ 1 6 % Application Number 03- 00025965 c• e 4/28/03 Property Address 223 OCEAN 8LJD -1 Application description . . TREE PERMIT `-,, Property Zoning . . . _ . TO BE UPDATED VP7 �r App1 ±caticn valuation . . . 0 Owner Contractor /t t$J JJ CARITY.yRS, HUGH OWNER (/ 223 OCEAN BLVD. ATLANTIC BEACH FL 32233 ? ermit TREE PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee _ . .00 Issue Date . . . 4/28/03 Valuation . . . . 0 Special Notes and Comments REMOVE 18" OF PAL!, 8" OF CHERRY LAUREL 'i AND 15" OF LIGUSTRUM TO BE MITIGATED // WITH 12" OF - OA Z0'" OF JAPANESE PLUM, 4r 6" "or ;M,AJESTIC BEAVTX AND 80'' OF PALM 1F t4 TO ' BE ?LANTE;D ON SITE. �i Fee summery Charged Paid Credited Due Permit Fee Total .00 .00 .00 .40 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 BNLDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY MIXER CONTRACTOR OR OWNER "FAILURE TO COMPLY Wti i THE CONSTRUCTION LIEN ,A w CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROtiT9'vIF,MS" ISSUED ACCORDING TO APPROVED PLANS ` CH ARE PAR 'c OF I I1 STERM1'? AND SUBJECT TO REvOCATION FOR VIOLATION OF APPLICABLE PROVISION'S OF LAW. f ey+ . C:.-,... N. t . -•,,,. BUILDING OFFICIAL FROM,: JAY DEVINE PHONE NO. : 904 249 4287 Apr. 28 2003 12:15AM P2 Fax correspondence, Carithers Residence Palm Trees, continued... If you need to reach me quickly you may page me at Pager: 727 -2938. Thank you for your consideration. My E -Mail address is: jdia@cyberrportusa.net c: Bob Kosoy, Sonya Doerr, Don Ford, Hugh Carithers Note: If any of these fax copies are illegible, or if you did not receive the same number of pages as stated above, please contact us immediately at (904) 246 -4332_ page 2 Ford, Don From: Ford, Don Sent: Wednesday, April 30, 2003 6:56 AM To: 'jdla @cyberportusa. net' Subject: Carithers project 223 Ocean Blvd. Jay, The 10 trees shown on the ROW on 2nd St. were not approved by the Tree Board. We have a problem with parking on that street in that the only space for parking is at this location. Please remove those trees from your landscape plan as we cannot move ahead until we have an accurate set of proposed plans. Don C. For?) CBO 800 Seminole Re. City of Atlantic BEACH, FL. 3 Pbone 904- 247 -5826 1 x+ .„.1 CITY OF ATLANTIC BEACH • " , s � 800 SEMINOLE ROAD j ;r:* E 4 ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00027250 Date 11/14/03 Property Address 223 OCEAN BLVD Tenant nbr, name GAS- PIPING Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor CRONK, JOE SAWYER GAS COMPANY 223 OCEAN BLVD. 411 PABLO AVENUE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246 -6471 Permit MECHANICAL PERMIT Additional desc . Permit Fee • • . 70.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 4 - / - ' CITY OF ATLANTIC BEACH ' ' s 0�w MECHANICAL PERMIT APPLICATI N A D Date: ) JilL� j 07 Property Address: Z )1 � c) Owner: rzoi �/.. �� Telephone #: . —{, 7 Si Contractor: 4, ! •t .,,.,., _ ., ■ • _ , elephone #: •1 L ' CT) j / _ Contractor Address: Fax #: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: ❑ Electric O Oil • Gas: _LP _Natural _Central Utility 03 -- \ �j q s 7a ❑ Other — Specify / MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK O Heat _ Space _ Recessed _ Central _ Floor \ Residential ❑ Air Conditioning: _ Room _ Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm O Refrigeration 0 New Building O Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers: Number of Heads O Elevator: _ _ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) O Tanks I (Number) 0 New Installation A LPG Containers I (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers Gas Piping 0 Other - Specify ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agency 1 Z a) Very ave. tkSmE 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us , , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD f ) ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00028227 Date 7/16/04 Property Address 223 OCEAN BLVD Tenant nbr, name 6' WOOD /STUCCO FENCE Application description . . FENCE PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor CARITHERS CRONK DUCH & ASSOCIATES INC 223 OCEAN BLVD. 200 WHARFSIDE WAY ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 398 -5775 Permit FENCE PERMIT Additional desc . Permit Fee . . . 35.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Special Notes and Comments APPROVED PER REVISION TO SECOND STREET FENCE LOCATION. Fee summary Charged Paid Credited Due Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 35.00 35.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. * 11,21.k BUILDING OFFICIAL �A x �D Co.O L. 5 C� CITY OF ATLANTIC BEACH C D. Ford V A r l � �,,BUIL /ZO NING DEPARTMENT :1 ins .: ;, J 800 Se minole Road - Doerr r � sl J . At lantic Bea Florida 32233 (904)247 -5 �J;3 (904) 247 -5845 Fax PLAN REVIEW COMMEN P ermit A pplication # �M _ <2 & '7 Property Address: &,-Q- 3 OC_-` can 1 v Applican �! a-�� R 7�t Proj & '' L� " L^C,�,`5 U (' Fc� �enc.� Z'�lls per app , » , s � ' ,A4 i 4 . i' '.F 3 Approve t is h :, ` u 0 r , a r a 0 4a* F I li { Re � 4 y ' x 'e a ,°`: , , r ,:-• s��.� C� . ash, ,.� .��1 ., r ; ▪ t , i " �. .``�f yS ,, r t r sir 5 .., „...,0,::: 'rtt t t = k c 3 chi+ P n "< $ .µ ! : .. ,,, n' :',,:.;;!1„:-- ea. >�...�` 3 /L Irk 'e w++r. ▪ a 'r” 6 f- ` � � g : a . . 7,1.1., „ r ---s rye.. t a % ' F 'hn nkt' . . % a A + .aC M+ ^T'fi vhY. , W.. x 7r r b {fr`',” ,-,,,-7,44.-,-:-,,,,,':,:;::, 7, i 4 , 1 4.. !� ` „ rt fir " ,-" r , 4:; , $* 3" , w ,x �� / /� � , fir 5i �`a '' Ew a. `, ' t �" �w mow` � ▪ �� xr+�`'hF "�a� � s e s �. ... k+ -^e +- -yam ▪ e€"' r'. } , t P leas e re- submit your a li _ -* Reviewed By: �' at e. \\.s..".5-1 ‘ 0 , , , , , .4c:144cifyit(ibid ` • "4 ? CIT OF ATLANTIC BEACH r,3 1) FENCE PERMIT APPLICATION C s tk ye 1 Date: I`f t T' o Job Address: 223 CUAL l � , �1�J Owner's Name: CAA !till .j Address: Phone: d Legal Description: Block Number: `Z Q Lot Number: 1 2 9 3 Z District: Sue _ ' Fence Contractor: £ZC9il t) ' ATt,Aki fC 5 "'' 1 KJ Al' Address: 9995 e-7 A t 2 Phone: 74 _ 39 _ 5�- j d City: State: 1, L Zip: 32 'iC,o Fax: 90/ _ 3181. 53 565 Type of fence and materials to be used: C,1 O / 6 71(L4 ) ,,i 0 (70 4 Valuation of fence: Is approval of Homeowner' Association or other private entity required? If yes, please submit with this application. Qans ;4r L.ot ❑ Corner Lot ❑ Dumpster or storage tank enclosure Tr e Protection: NO. Applicant certifies that — ` e removed for the installation of this fence. 0 ES. Removal ^r _ equired for this fence. TREE REMOVAL PERMIT two T IS R two month. Y by the Tree Conservation Board, Tree - J j 'PLICATION AND THE FOLLOWING RE o rty �� ED t p posed (Fences � � Cation, height and all distances from p P Y � ' l N+jthoUt Wrltteri permission from the Utility andlor Public Works r Z v age ease t' 1 > ';r , � ate ea ment.) " , r / ' ✓ ,� . property owner. 7 r' / , n if applicant i s other tha p P � v ' � � '' 7/ co rrect. i ' ith this ca ale: D ate. o � 6 f C/ r J f flOCi l,' ` ! i . I / �� Date. �/ ��/ (Op- .��• �� J Canon Please print): i / ' is app , /;° di fba4c6nui 0 , ' ' r 4 z Sec. i Y-f S"7 ;r '-° : A !, f -Es-1 --:1 CITNI OF ATLANTIC BEACH FENCE PERMIT APPLICATION Date: c di Job Address: 223 CU-At %yr, . Owner's Name: CAA I till (.A2 Address: Phone: d Legal Description: Block Number: 2Q Lot Number: 1 ) 2 , 3 Zoning District: SUg _ Fence Contractor: iI t>v`^1 Art,At no - f Address: II9'95 C3T}& aKKWAy kJ . � Phone: 94 — 396.51 l City: Apci State: 1 Zip: N2 Fax: 901 - .31t. 3.5() Type of fence and materials to be used: C4 0 / c t,Va / ) , ( 10(.70 i Valuation of fence: Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. ❑ Interior Lot ❑ Comer Lot ❑ Dumpster or storage tank enclosure Tr e Protection: zi p NO. Applicant certifies that no trees will be removed for the installation of this fence. /❑ YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. 1 Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. PLEASE PROVIDE TWO (2) COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all info ation pr: 'ded with this appiicatio correct. Signature of Owner: I t 4i _ 7 Date: V C726 Ote Signature of Contractor: ' _ � �I� �;.�. -. Date: l L 4 and contact information of person to receive all correspondence regarding this application (please print): P� X1 fir 1 ,�/� Name. lg15 1)1Z-% AOC kAr L 44 air 61 Mailing Address: 1q ? ' 6 E -Mail: f1/77/0 '_\ ' Phone: 3 !�— �� J Fax: 3`� -�53� 1 - 1 CON X - 22, 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/14/03 BP255UO2 CITY OF ATLANTIC BEACH 6/03/04 Application Tracking Action Log Maintenance 11:55:17 Application number • 04 00028227 Address • 223 OCEAN BLVD Application type • FENCE PERMIT Revision number Path /step /seq • A 01 00 Agency • PLANNING Type information, press Enter. Action date 60304 Action by (F4) SD Action code (F4) AP Time spent (hours) . . . .00 Correction report item . . N Y= Yes,N =No 1 =Add new comment 2= Change comment 4= Delete comment Opt Seq Comments Print 1.00 Approved per revision to Second Street fence location. Y 2.00 3.00 Bottom F3 =Exit F4= Prompt F9 =Add std comment F12= Cancel F21 =User defaults OWNER'S AUTHORIZATION FOR AGENT JGe' CtUbik, is hereby authorized to act on behalf of , 1"t/{ , 8 Mfis . cm /1716,4 S , the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: 71 Zoning Variance n Appeal • Use -by- Exception 7 Fence or Pool Permit n Rezoning Sign Permit Plat or Replat Other //, BY: Signature of Owner q 1-1, . grk trti �. S. tt f1UC� s kA?11E,iI & P Print Name • Signature of Owner Print Name (o'/) 2 2 0 -- Telephone Number State of Florida County of Duval \\` "111111111hy ii � ��ti��>\ \sari H� Gi �� '.� :.•�M1ss10N ••. Signed and sworn bef• e e on this day of, 200 : �oo > %.• B .i • / ' ...•... . *` r� = ' #DD232550 : s 9 • ••. 26233 • Identification verified: lid y ' A9 �UB ........ e _ IIIIII■V Oath sworn: Yes v o t, \,,, �� .111/1/ Iiir otary Si: ature , / My Commission expires: Sec. 24 -157. Allowable Height of Fences and Walls. (a) Within Required Front Yards, the maximum height of any fence or wall, including posts or columns, shall be four (4) feet. (b) Within Required Side or Rear Yards, the maximum height of any fence or wall, including posts or columns, shall be six (6) feet. (c) On Corner Lots, no fence, wall or Landscaping, exceeding four (4) feet in height, shall be allowed within fifteen (15) feet of any Lot Line which abuts a Street. (A minimum twenty -five (25) foot Sight Triangle shall be maintained.) (d) The height of fences and walls shall be measured from grade to the top of the fence or wall, including posts or columns. Where a fence or wall is erected at the junction of properties with varying elevations, the height of the fence or wall shall be measured from the side with the lowest elevation. The use of dirt, sand, rocks or similar materials to elevate the height of a fence or wall on a mound is prohibited. (e) The maximum height of a retaining walls on any Lot is four (4) feet. A minimum of forty (40) feet shall separate retaining walls designed to add cumulative height or increase site elevation. Ordinance Number: 90 -01 -172 Effective Date: January 01, 2002 Adopted: November 26, 2001 68 MAP SHOWING BO UNDARY SURVEY OF LOTS 1, 2 & 3, BLOCK 28, SUBDIVISION " A " , ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CER77f7ED 70• CRO NK, DUCH et M /LLER • 4 I LOT 4 I ► ► ► SET 1/2 LP. 129.29' (FL PILLER) • q, 0 ,CO � 21.1• 45.7'r 52.9• AA //, p si r ry `'J ? J m) 12.5' V � g " 16‘ ill ,r FOIN4DAAt2i l 24.1' ml = 1z$,Y1 3 l r a4 • 2 a tar ;16:65a6.5•1. '� I "io �1 Ln_ In `' N CONCRETE' o I- CA z' tar OPIOA p 1 Cr 2 -) = pj 21.1' - ' yl o o ti 1 • .. 21.6 Z V CC W L °r 2. p -- LOT / -- tq .. 4j e .1(3 MD. 1/2 LP. � s, ,CJ (NO t:AP) yr.% `� a 7• NORTH 0.r WEST N c w) R T 127.20' SECOND STREET (40' RIGHT —OF —WAY) SEPTEMBER 14 200.1' FOUNDATION (0.3- 1148 -- 2) ORB UNLESS iT BEARS TIE SIGNATURE AM 71E ORfGNAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAW PLAT OR M.4D IS FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT VALID. Aeb7ES Ltk DAT 06 - 12 - 03 1. 8serCenterline i+gs are based on the Centerline P.CP. a SCALE 1' =30' Z 7hb 6 a MAP 70. SHOW BOUNDARY SURVEY Qi DENOTES CONOWIE UaMBENT JOB N o . 200.3 .1 ELROttons shorn than (150) refer to US Coastal and Geodstk Survey Datum. National w X mfrs RACE Geodetic *piked Datum of 1929. (N.GYD. of 1929 Co DOMES 1/Y IRON PPE SET F .B. • 1131 4. By Graphic plottip anis the property shorn hereon Mee Whir Zene:X (OUTSIDE) wm CAR, A. MRUER & ASSOC page 79 as shorn on the Federal Emergency Management Agency (F.E.M.A,), National Flood I naAance E (x j tip �pw Prr Flood insurance Rate Map (F.LR. L Canmuntty- PPaornel Number � Comp. Rio 03- 114& . DATED 4/17/89 X mrolES tuna err Drown by B.R.B. 5 Unless otherwise noted any portion of the parcel that may be deemed as ItbUands by State or Govarnmentd has not been determined end any Mab•ty resulting RICHARD A AIr.L.ER d ASSOCIATES therefrom le not the ~pan ty of the undersigned 6. Mare may be Restrictions sr Easements of Record evidenced by title eaombotlon Mot PROFESSIONAL LAND SURVEYORS have not been shown hereon. 6701 BEACH BLVD.. SUITE 1200 Fax (904) 721 -5758 ABBREVIATIONS THAT MAYBE USED 1V THIS SURVEY JACKSONVA.LE FLORIDA 32216 Tde. (904) 721 -1226 ABBREVIATION DEFINITION AE RPENATION L OEf7ANTION P.CP. Permanent Control Point P.R.Y. Permanent Reference Monument RL S ,leensed and .9avwr Main aRIE COREY UNDER 0. A . n r�sn�RE P.0.11 Point of Beginning ,LEA. v o ils Bettie= Authcdty ,area =E NE& . AS BURRED MO SET RAW BY RE flame P.C. Curvature Epp Air Condit BO= OF • - IMO SIBIEWOR5 AND RAPPERS: N DIAPER 1107 - 44 Curvature Point of Tangency A/C Air Cand1tlm. R , flora AoraRAme CODE PuesuWT m P Point of R vereet (CCCr LLV span revs ( R.V. �l r al f o R xo ds Volume V.A. ) � ,, // / / OIL Deed Book f2 = Arc Len h gnr els Br ' ./141 .7. ' d 1 i4 pig pogo Line !t0. a RICHA'0 A. MILLER, STATE OF flORIDA. RE GSTER , Iron Prre E sm t £se �4 Concrete LAND LAND SURVEYOR CER71f7CA7E No. 3848 i , CITY OF ATLANTIC BEACH k, J 800 SEMINOLE ROAD 01",!::7:7,17,c1 ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 ' Y r (' Application Number 04- 00028817 Date 8/20/04 Property Address 223 OCEAN BLVD Tenant nbr, name NEW POOL Application description . . POOL Property Zoning TO BE UPDATED Application valuation . . . 32000 Owner Contractor CARITHERS SURFSIDE POOLS 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246 -2666 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 190.00 Plan Check Fee . . 95.00 Issue Date . . . Valuation . . . . 32000 Fee summary Charged Paid Credited Due Permit Fee Total 190.00 190.00 .00 .00 Plan Check Total 95.00 95.00 .00 .00 Grand Total 285.00 285.00 .00 .00 4 a PERMIT 1S APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BI7Y. N OFFICIAL leftelk V CITY OF ATLANTIC BEACH ' .F ord 1 ,, t� /c1_ L Hi••ins r % i s BUILDING / ZONING DEPARTMENT . Doerr " 'µ`� . "' s 800 Seminole Road ) > Atlantic Beach, Florida 32233 62 (904) 247 -5800 E (904) 247 -5845 Fax 7 OA PLAN REVIEW COMMENTS Permit Application # 0 4 - Z. 86 1 7 j2.1` Property Address: 2 25 C1 &..o" l Applicant: J v R- S( E 0 7 ,...._ ' j__ Project: i�l1.-) 1 (�o i... re, � This permit application has been: 112 Approved ❑ Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed By: 4\- Date: [, (04"( CITY OF ATLANTIC BEACH J� r POOL PERMIT APPLICATION ■ r Y ..k'hlfiir� v*' v 1 t_J13i >J Date: ( f / 7 /0 q Job Address: 2 2 3 c3C: A.) Owner: LH U Cs 1.1 C,4 K-lT H Phone: 75 5~ 6? t 9 Contractor: Su C2s s k. c> ri. 11 ► f,. S Phone: 2 4G " (0 Address: 3 t 3 2 C.../1 1* 3 , Fax: — st ( City : State: P1-. Zip Code: `3 Z.Z- G) Valuation of Proposed Construction: 32, C60. — Gallons: t g' 1 30 . *Impervious Surface Calculation: '/G • 9 • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? 110 If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two (2) complete sets of plans. One (1) copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday throughF,Friday at 247- 5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of $35.00 is charged for all re- inspections. • 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 3/04 Book. 11968 Page 967 NOTICE OF COMMENCEMENT. (PREPARE IN DUPUCATE) Permit No. Tax Folio No. State of /,, County of DO V A- t-- To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and In accordance with Section 713 of the Florida Statutes, the following information Is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: C) T= 2 2 3 « • , /C.s L �1 1 ' D , C re.( 5 2 2;33 Address of property being improved: 2 2-3 C C £-L..1 (3 W p • General description of improvements: Owner [ (4 G + CARi _r2S • Address ,2-3 Q ,v & L- a f4T 3.cs i • C 2C1-1% 3 Z 2.3 3 Owner's interest in site of the improvement /0d • Fee Simple Titleholder (if other than owner) Name Address voce. t Contractor I, k 4 I ne (Y 1 ® o �- �� t Address I:O - • P 4? I V i ) Ac k, V i l I P� CJ L 3 1' c0 Phone No. 6 - °L. 7147. a_ 6 G b Fax No. "Oct- v V so Surety (if any) Address Amount of bond $ Phone No. Fax No. • Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No.' Name of person within the State of Florida, other than himself, designated-by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. • In addition to himself, owner designates the following person to receive a copy of the Uenor's Notice as provided in • Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). • Name Address • Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY •w • Signed: irL' I `�f Date: ' Before me this 1 day of - .✓i .' / in the ppoc11 : 0" 5 1904 County of D val, State of Florida ' - s personally appeared Book 1968 Page: 967 • it. a— .041/ Filed & Recorded 08/04/2004 11:17:16 AN .Notary PubIl 0 91 / 0, State of Florida, County of Duval SIN FULLER CLERK CIRCUIT COURT • DUVAL COUNTY My co � � o .. �� RECORDING $ 5.00 Persq`allt �Eidp • S r or TRUST FUND $ 1.00 ge z COPY FEE $ 1.00 Proc$iseiJntificatrf t CERTIFY $ 1.50 ' �. #D D232550 % REC ADDITIONAL $ 4.00 o` • � ' l "GDZS23�' • • C r ,,,�_ CITY OF ATLANTIC BEACH cD t rf BUILDING / ZONING DEPARTMENT ► Hi ins S. Doerr 1 -. *. 'i 800 Seminole Road — p „t,-,), r� Atlantic Beach, Florida 32233 `� ° _ (904) 247 -5800 P I- Oi;i (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # 04 - 2,' g L Property Address: 2 Z3 n c &VD Applicant: U R-f n 1 'D �- oo c-5 Project: w ` oo L-- This permitapplication has been: W Approved ❑ Reviewed and the following items need attention: Please re- submit your appli tion when these items have been completed. / Reviewed By: l�1 • Date: nS -- . , --. s -5 1"-"‘-'‘-i CITY OF ATLANTIC BEAC AUG �' POOL PERMIT APPLICATION Date: 17 10 zF Job Address: ;2 2 3 OC:ia-P*A /5 i9 P Owner: fr U (s tf C S - VT F t g Phone: 75 - ( Contractor: Su 5 S ■.p E. 0c i.. S Phone: 24C. ''.2 -eg 6e fo Address: 3 t '3 2 G, C tf t3 l_. (.) n.. Fax: g U City : (i COr State: FL. Zip Code: 32_25'C) Valuation of Proposed Construction: &c10. — Gallons: d 9 1 30 . *Impervious Surface Calculation: h /4. 9 • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity requiired? 41c If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which` are, a part ,. hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. L Recent Survey 2. Two (2) complete sets of plans. O,ne (1) copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. M n +b Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday througl%,, "rday 5826. Requests can be scheduled after hours by leaving a message on the voice mail system. ;inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of $35.00 is charged for all re- inspections. • 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 3/04 • 6 4 � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD , ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00028817 Date 10/04/04 Property Address 223 OCEAN BLVD Tenant nbr, name NEW POOL Application description . . POOL Property Zoning TO BE UPDATED Application valuation . . . 32000 Owner Contractor CARITHERS SURFSIDE POOLS 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246 -2666 Permit ELECTRICAL PERMIT Additional desc . Sub Contractor . DAVID PRUETTES ELECTRICAL SVC. Permit Fee . . . 75.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 75.00 75.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 75.00 75.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 004.a, BUILDING OFFICIAL 1 50( rus+ ,cn 4 i'a'�' CITY OF ATLANTIC BEACH j» 9(o? ' ELECTRICAL PERMIT APPLICATION �. Date: 1 pia 1Q7 Property Address: 33 OCezz & l td Owner. Cronk bud, ( k CO r 1 + Q I`)) Telephone #: - 759 — 0 r: Contracto 1 all * ICI l rzA eS LP( -h e,--1 - .ics Telephone #: a1a -)aaS Contractor Address: 33i - frJ iC Ave . Fax #: a- 7 a.c9 0 rzt� arl� In consideration of permit given far the work as descr i n the above statement, we hereby agree to perform said work in accordance with the attadied plans and specifications which are a part hereof and in accordance with the City of Mantic Beach ordinance and standards of good practice listed therein. B . ing: BO&ng Types O Trailer Service: construction is _ _ O New O Residence 0 Temp. 0 New being dOOe on this budding Or site, list the building O Old 0 Commercial 0 Signs 0 Increase Permit o� n o Re -wire 0 Addition Sq. Ft. 0 t. ' .. 'r � y — gS i " / �/� • Conductor Size: AMPS: COPPER E AL 1 r' a ❑ Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN A 11 um AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. . Air H.P.RATING H.P. RATING CEILING KW -HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH I NO. OVER 1 H.P. PHS � l UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon Transf. Ea._Sign Miscellaneous fTT) 1 ( 1) ins no 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http://www.ciadantic- beach.8as In addition toy construction and engineering detail. pl.uts must contain the following information as appropriate for the type of work racing r rli rmcd. Scale of drawings should he sufficient to depict all required information in a clear and legible manner. I. Current survey showing the propcny boundary with bearings and distances and the legal description. 2. IA,cation of all structures. temporary and permanent. including setbacks. building height. member of stories and square lixn.tge. Identify any existing structures and uses_ 3. lt'requircd by the Ikpnnment of Public Works. a pre - construction topographic:. survey. 4. Any significant environmental features, including any jurisdictional wetlands. CC:CI.. natural water bodies_ 5. Impervious Surface area calculations: include driveways, sidewalks. patios and other impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. ()tiler information as may be appropriate: liar individual ;ipplic<nions. I hereby certify that all inli rmation pnw' c• ith Eh' application is correct. Siviature of owner: - - -- — 1 hereby certify that 1 have read and examined this application and know the sank to be true and e rredt. All provisions of the laws and ordinance-, governing this type of work will he aanplied with, whether specifier herein or not. The l.zanl.ing of a permit does not presume to give authority lo violate or cancel the provision of any fcxlcral_ ,tart or !veal rules. regulations. ordinances, or laws in uny manner., including the governing ofunsttuction or the performance of cxrnstr__;tion of the property. 1 understand that the issuance ofthis permit is contingent upon the above information being true and correct and that the , I:uts and supporting data have been or shall he provided •ts ruluircd. �d Dais_ 4 4 ..„,r, _ Signature. orContractor; -_ -_ t t1Ls _ .... Address and contact inf rmation o - erson to receive all correspondence regarding this application (please print). Name: `t1f4h4 _fir4 -/4__W �._ ._....... - —_... ___ Mailing Address: _20 i' it' t>wlX= WA . �- 41110E 3 %g e t " Telephone: - lei 3 1 - nfri ._. Fax: 318_5350 _— L•' -Mail: r_ _ 2 Cf 414.1 ' � CD" 3.9.2 Q AS TO OWNER: A ,�tttt({111111 - x ‘'`� ��a t\ H. Mik 44, �� Sworn to and subscribed b 3reve �' . 0 ........ day of / . _ . 20 • �0er i ? . Stale. of Florida, d County Dp 1=� °w U, r►s® o #CC875715 : 't Y Notary's Signature: _ .. ______. . . '''„,.....k. ,9 `• ' e i • , F ain -Inse ••* „ ` ” Personally known ra a ,A /J�••....• x ', <∎,',, C + ST ' 0 Produced identification iltM0 -' Type of identification produced _ -- . . __ AS TO CONTRACTOR: Sworn to and subscribed before me this �tf day of 20 4 State of Florida, county of Duval / 1 Notary's Signa `\'� \, \ a rt M. Mile i . 141SS1Q4t' • ,�i, ❑ Personally known zg c P r 71 4 `•� s 0 Produced identification -V,i `'° e, a, Type of identification produced ____ S ot #CC875715 SOpinolc Road • Atlantic Beach, Florida 32233 -5445 i9 �`t��•;'247 -5800 - Fax,: (904) 247 -5845 • http : / /www.ci.atlantic- bcach.fLus Pa • e 2 ' / /r */,;-'11t 9'0,!...'`O<(�4e Revisal 1/14/03 g 1 . 11tl it -1�:i 5/. 1� 1 ROB *4�. n ;' -�- `. CiTY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: _ euck.. gif_____ i .,,,,, k .4.2 4 3 Type of Development: 4 14 Hood Zone: X C,6 O S 'A? .•.�FiFi (100---4-&-6.1- .) .....— -.. - I Required Lowest Floor Elevation: e v At's0y4v' or EoL> If building is located within a flood herd zone, a survey must be made AFTER THE SLAL3 HAS BEEN POURED. certifying that the i.,OWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No linal inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: 1 undcrsta - hat the issuance of this permit is contingent upon the above inlhrmation being correct and t he plans and supporting data have been or shall be provided as required. 1 agree to con - all applicable provisions of Ordinance No. 25 -7 -1 1 and all other taws or ordin, ce�, etinN pro • sed development. Applicant's Signature: M� Ad,/ Date: _... ._ ip'"" Department Use: Required lowest floor elevation: As built lowest floor elevation: _.. . Survey filed with Building Department: _ Building Department Representative K.-,i .J I /17/0 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 6 ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE: (904) 247 -5800 y ,� FAX: (904) 247 -5805 SUNCOM: 852 -5800 �` °` ,M http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS Permit Application # - Z39 `7 Z Applicant: -.J c , t ( '� _ • r-■ IC_, Address: — ZZ 3 C C' C =rva L L° Project: o Your application is approved o Your permit application has been reviewed and the following items need attention: Please re- submit your application when these items have been completed. 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Z 1- a Z 0 mJ00 mONu. i LL d e Z Li 5 ce 0 a Y 17: City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Florida 32233 -544 Phone: (904) 247 -5800 • FAX (904) 247 -5805 • http : / /www /ci.atlantic- beach.fl.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: Hugh and Katherine Carithers 1057 Shipwatch Drive, East Jacksonville, Florida 32225 FILE NUMBER: ZVAR- 2003 -02 DATE OF HEARING: February 18, 2003 ORDER GRANTING VARIANCE The above referenced Applicant requested a Variance from Section 24 -105 (e) to reduce a required 20 -foot yard on the Beach Boulevard side of double frontage lots to allow an addition to an e xisting g arage s tructure, w hich s hall e ncroach i nto t he r equired t wenty -foot se tback from Beach Avenue, as depicted on proposed site plan A 0.1, for property located at 233 Ocean Boulevard. Z. Z. 3 On, February 18, 2003 said request was considered at public hearing by the Community Development Board for the City of Atlantic Beach. Having considered the application and supporting documents and statements made by the Applicant, the Community Development Board found that the request complies with Section 24 -49 and Section 24 -64 the City of Atlantic Beach Zoning and Subdivision Regulations, and granted the request, finding as follows: (1) Special conditions and circumstances exist which are peculiar to the Land, Structure or Building involved and which are not applicable to other Lands, Structures or Buildings in the same Zoning District; Order ZVAR- 2003 -02 February 28, 2003 (2) The special conditions and circumstances do not result from the actions of the Applicant; (3) The Variance granted is the minimum Variance that will make possible the reasonable Use of the Land, Building or Structure; (4) The granting of the Variance will be in harmony with the general intent and purpose of this Chapter and the Variance will not be injurious to the area involved or detrimental to the public welfare. ''; --�„ `� CITY OF ATLANTIC BEAC c '{ F LOOD PLAIN DEVELOPMENT INFOtMA : ' ;�''' TLON AH 28 2003 Location: &.K . 2..g 1...„, / 3 o r.. Type el Development: 4 e y,1 isto . , — t H Hood Zone: X (M. I (7Iv _.. r6Rl� .) _____„_. _ i Required Lowest Floor Elevation: 1e 4 A 6o1/& Ct.ax/ ': 6 ( io _. _ If building is located within a flood hazard zone, a survey must he made AFTER THE SLAB HAS BEEN POURED. certifying that the LOWEST FLOOR ELEVATION is equal to or alxove the base Food elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: 1 undcrstz. - hat the issuance of this permit. is contingent upon the above information being correct and _,t he plans and supporting data have been or shall be provided as required. 1 agree to con - all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordin, ice ctin. pro • sed development. Applicant's Signature: _. �� ' / t / Date: w ..__ __...._ Department Use: Required lowest floor elevation: As built lowest floor elevation: ., Survey filed with Building Department: Building Department Representative Kcyiu;il 1/17/03 CITY OF ATLANTIC BEACH 4 t,,,lt1 U ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE: (904) 247 -5800 l ' FAX: (904) 247 -5805 SUNCOM: 852 -5800 http: / /ci.atlantic- beach -fl.us DSO PLAN RE W COMMENTS Permit Application # r,3 - z 9 -7 1 Applicant: J c �= •:.c Address: ZZ 3 • I..._ LA: T Project: 1 • our application is approved o Your permit application has been reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed by / Signed .140L44►_ - Date D `-' Z 'v ' Contractor Noti _ , Date DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233 -4318 ' TELEPHONE: (904) 247 -5834 FAX: (904) 247 -5843 SUNCOM: 852 -5834 ' http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # (;P =3 - Z'h`1 '7 2 Applicant: Address: Z 'Z `C CD Project: ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ,'Your permit application has been reviewed by the Public Works Department and the following items need attention: _ irk F-aLisic) ) 404/-62,i. \S °\ aphic survey, by a Florida Licensed Land ih f' t os`° J `de e ° , N 5 'sS n, show proposed elevations. Q �o e c , c o O 1° ,\de9c;`r� -eting with the Public Utilities Director, Donna Kaluzniak, , Pt ° �� ° : ing tree relocation. Sewer line in area is not deep. S •• r5. ---- t these requirements to the Public Works Department, 1200 Sandpiper Lane, :each, FL 32233 in order that we can approve your application. If you have any ens please call (904) 247 -5834. eviewed by Robert S. Kosoy, P.E., Director of Public Works - Date - 42(C9 Signature Contractor Notified Date o3 Schlueter, Jennifer From: Showman, Lisa Sent: Friday, May 30, 2003 3:03 PM To: Schlueter, Jennifer Subject: 25972 and 25933 Approved by Public Works. Will send you documentation with Bob's signature. 6 /. 0 5.;-7-7f.„ _ 0:it 4,4. 22 - f ‘ Ci �1 1,,� 1 i t itiL . 1 1 °_ ''r',, CITY OF ATLANTIC BEACH up) ;� •, A PERMIT CALCULATION SHEET Date: Address i Z 3 C c F4-"J 5 t- u49. - NE &J - a - ...Iti cc Ex/sr Heated Square Footage L/ 5 y 9 @$ per sq ft = $ Garage / Shed @ $ per sq ft = $ Carport / Porch kl @ $ per sq ft = $ Deck @$ per sgft = $ Patio J c," @ $ per sq ft = $ 0 it> TOTAL VALUATION: $ 76 060 0 '7-60 1 006 $ Total Valuation 1 st $ $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: a S- 2— +' /2 Filing Fee $ FLOOD ZONE: '� ({ ) Fireplaces @ $35.00 $ 3 ,, . IMPERVIOUS SURFACE: 7 5 74 BUILDING PERMIT FEE $ WATER IMPACT FEE $ 5 0 SEWER IMPACT FEE $ © — WATER METER/TAP $ --' 0 — CAPITAL IMPROVEMENT $ — o — SEWER TAP $ -- o -- C I;t?9ZRADON HRS .0050 $ SECTION H PAVING ( ) $ • —0 — CROSS CONNECTION $ 3 ST f7) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 C") o r az Z OH l0 P. 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IR 5 . w O n " _ . p a - y ..'$ . v ` " m 0 y E y � G 9 E E N 7 n • m S q , 3 a. n 5. E I H' i w o� G y 3 ^. g rd y �9 ' O. n J m �• n o gp. °' d n n n °' o p , y m mm 5 n p p„pp ,2 E. 1 6 C y 5'43 00 E C O G5 D 00 g 0O O g' b g 7 d - �' 1 w A ' J h O y w. 6 ; N , ^ d . L. 00 0 $ g a $ _ 6. 9 Q n y v 00 O. Q C u( 2 `2 2 2 m S 2 22 `*8 .Btz \ \w($` \`2 m 22 f" 2 w c 2 \ \ 2 2 2 2 2 \, \` 2 c m z i \` ! . 2 w o O � o O ` O o O o � o O o � O z O O o o z z z z z z z zz ZZZZZ z2 ZZZZZZZZ z z z z x \ a a a a s > > a as a » >; a> > >5 ;5- 5=a > a > > > , • S R57 75 3213 ?HOW. Book: 11056 NOTICE OF COMI tEt [CEM JT Page: 2266 Filed 8 Recorded 04/28/2003 09:47:33 AM State of Tax Folio No. .. JIM FULLER County of CLERK tIR 1iITBNRT _ :.. DUUAL COUNTY RECORDING f 5.00 To Whom It May Concern: TRUST FUND 1.00 N The undersigned hereby informs you that improvements will be made to certain real property. and in accordance with Section 713 of the Florida Statutes. the t flowing information is stated in this NOTICE OF COMMENCEMENT. Ctt +IS Legal description "-` Address of property being im roved: __ 4.0 5 O General description of im & 4 "4 Owner: - ... (, &� - 6 • 41 4 1 " - {4 Address: Owner's interest in site of the improvement: i tb( - 0 Fee Simple Titleholder (if other than owner): Xi Name: Address: _. ,. Contractor: ,i ir4PLIE Address: - �_ _P . ✓ irgillriP Al? -- ._. -... Phone No: Fax No'_k_> , _ e,,,; : +_..,, _ Surety Wally): . - 4A Address: b � ` _ Amount of Bond $ Phone No: Fax No: Name and address of any pers making a loan for the construction of the improvements. Name - S2 .• - - . -- Address: - . Phone No: Fax No: l Name of person within the State of Florida. other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: __ _ -- Phone No: _ - -- Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2Xb), Florida Statues. (hill in at Owner's option). - Name• _.. Address: _... _,.__ Phone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (t) year ti-om the date of recording unless a different date is specified): .__ THIS SPACF_. FOR RECORDER'S USE ONLY ;Al, �''% ►dk� Si t i. , + ,i� � �� d ease: ;3 �\��0.%kiit11il11j Before m e this day of IV.� • __ D — in the County ��a �' I ' � of Duval. Sr of F r • a- has r nai xPP ' ared ; 0810;v4 -!: ° • d ;. - z " tom • t A�o ,4 �ber lr ?o , 9 .. r Notary Public a rge. • 4 • , on of Duval. g °� * t.• " My comm iss•nexpires* /_ y • #CC��45 :4. Personally nown: 1 /v - or �o ,. �Q. Produced ldL. ' anon: _ . FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: CRONKDUCH4549 Builder: CRONK DUCH Address: 223 OCEAN BLVD. Permitting Office: City, State: ATLANTIC BEACH, FL 32233- Permit Number: Owner: CARITHERS RESIDENCE Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi- family Single family a. Central Unit Cap: 35.6 kBtu/hr _ 3. Number of units, if multi- family 1 _ SEER: 11.50 4. Number of Bedrooms 3 b. Central Unit Cap: 35.6 kBtu/hr 5. Is this a worst case? Yes SEER: 11.50 6. Conditioned floor area (ft 4549 ft c. Central Unit Cap: 35.6 kBtu/hr 7. Glass area & type _ SEER: 11.50 a. Clear - single pane 0.0 ft _ 13. Heating systems b. Clear - double pane 1422.0 ft _ a. Electric Heat Pump Cap: 34.2 kBtu/hr c. Tint /other SHGC - single pane 0.0 ft _ HSPF: 8.20 _ d. Tint/other SHGC - double pane 0.0 ft b. Electric Heat Pump Cap: 34.2 kBtu/hr _ 8. Floor types _ HSPF: 8.20 a. Slab -On -Grade Edge Insulation R =0.0, 367.0(p) ft c. Electric Heat Pump Cap: 34.2 kBtu/hr _ b. N/A _ HSPF: 8.20 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 65.0 gallons a. Frame, Wood, Exterior R =19.0, 4604.0 ft EF: 0.96 b. N/A _ b. N/A _ c. N/A - - d. N/A _ c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 2948.0 ft _ 15. HVAC credits MZ -C, PT, MZ -H _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A 11F-Whole house fan, 1. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Attic Sup. R =6.0, 175.0 ft MZ -C- Multizone cooling, b. 2 Others 275.0 ft MZ -H- Multizone heating) I Glass /Floor Area: 0.31 Total as -built points: 55410 PASS S S Total base points: 56658 !�1 �7 I hereby certify that the plans and specifications covered Review of the plans and ; .•;tKE ST,� •.. by this calculation are in compliance ith the Florida specifications covered by this ...,° 1, r:4 .. 2 Energy Code. calculation indicates compliance ` �,, ; : 4 p 4 with the Florida Energy Code. ' . "� PREPAR ,, ° ED : Y Before c onstructio n is completed . 4 a I 3= a DATE: 3 2 63 s J-f this building will be inspected for * It• compliance with Section 553.908 " I hereby certify that this building, as designed, is i e • compliance with the Florid- -rgy ode. / Florida Statutes. °n. 1 1 OWNER/AGENT: - _ �� BUILDING OFFICIAL: , C DATE: ' /2�(0,) DATE: _ ` � EnergyGauge® (Version: FLRCPB v3.2) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 223 OCEAN BLVD., ATLANTIC BEACH, FL, 32233- PERMIT #: BASE AS -BUILT 1 GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 4549.0 20.04 16409.2 Double, Clear E 1.3 6.0 72.0 40.22 0.93 2701.0 Double, Clear E 1.3 5.0 60.0 40.22 0.90 2173.9 Double, Clear E 1.3 2.0 8.0 40.22 0.63 202.9 Double, Clear E 1.3 8.0 120.0 40.22 0.97 4680.7 Double, Clear E 1.3 6.7 108.0 40.22 0.95 4120.7 Double, Clear E 1.3 7.0 42.0 40.22 0.96 1614.0 Double, Clear S 1.3 2.0 28.0 34.50 0.59 570.0 Double, Clear S 1.3 6.0 18.0 34.50 0.89 550.2 Double, Clear S 1.3 7.0 36.0 34.50 0.92 1142.7 Double, Clear S 1.3 5.0 30.0 34.50 0.84 867.6 Double, Clear N 1.3 2.0 12.0 19.22 0.78 179.5 Double, Clear N 1.3 6.0 72.0 19.22 0.95 1316.5 Double, Clear N 1.3 6.0 60.0 19.22 0.95 1097.0 Double, Clear N 1.3 5.0 26.0 19.22 0.93 465.2 Double, Clear N 1.3 4.0 24.0 19.22 0.90 415.2 Double, Clear W 1.3 2.0 16.0 36.99 0.64 377.9 Double, Clear W 1.3 6.0 108.0 36.99 0.93 3727.9 Double, Clear W 1.3 4.0 48.0 36.99 0.85 1508.0 Double, Clear W 1.3 8.0 192.0 36.99 0.97 6890.8 Double, Clear W 1.3 6.7 102.0 36.99 0.95 3580.8 Double, Clear W 1.3 8.0 40.0 36.99 0.97 1435.6 Double, Clear E 1.3 8.0 40.0 40.22 0.97 1560.2 Double, Clear N 1.3 6.7 17.0 19.22 0.96 314.2 Double, Clear S 1.3 6.7 17.0 34.50 0.91 533.6 Double, Clear N 1.3 6.0 72.0 19.22 0.95 1316.5 Double, Clear S 1.3 6.0 18.0 34.50 0.89 550.2 Double, Clear E 1.3 6.0 36.0 40.22 0.93 1350.5 As -Built Total: 1422.0 45243.2 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior 19.0 4604.0 0.90 4143.6 Exterior 4604.0 1.70 7826.8 Base Total: 4604.0 7826.8 As -Built Total: 4604.0 4143.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 48.0 4.10 196.8 Exterior 48.0 6.10 292.8 Base Total: 48.0 292.8 As -Built Total: 48.0 196.8 EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.2 FORM 600A -2001 SUMMER CALCULATIONS - Residential Whole Building Performance Method A - Details I ADDRESS: 223 OCEAN BLVD., ATLANTIC BEACH, FL, 32233- PERMIT #: I BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 2948.0 1.73 5100.0 Under Attic 30.0 2948.0 1.73 X 1.00 5100.0 Base Total: 2948.0 5100.0 As -Built Total: 2948.0 5100.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points • Slab 367.0(p) -37.0 - 13579.0 Slab -On -Grade Edge Insulation 0.0 367.0(p -41.20 - 15120.4 Raised 0.0 0.00 0.0 Base Total: - 13579.0 As -Built Total: 367.0 - 15120.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 4549.0 10.21 46445.3 4549.0 10.21 46445.3 Summer Base Points: 62495.1 Summer As -Built Points: 86008.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 86008.5 0.333 (1.090 x 1.147 x 1.05) 0.297 0.902 10123.8 86008.5 0.333 (1.090 x 1.147 x 1.05) 0.297 0.902 10123.8 86008.5 0.333 (1.090 x 1.147 x 1.05) 0.297 0.902 10123.8 62495.1 0.4266 26660.4 86008.5 1.00 1.318 0.297 0.902 30371.3 EnergyGauge DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.2 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 223 OCEAN BLVD., ATLANTIC BEACH, FL, 32233- PERMIT #: I I BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Point .18 4549.0 12.74 10431.8 Double, Clear E 1.3 6.0 72.0 9.09 1.03 673.2 Double, Clear E 1.3 5.0 60.0 9.09 1.04 567.1 Double, Clear E 1.3 2.0 8.0 9.09 1.18 86.0 Double, Clear E 1.3 8.0 120.0 9.09 1.02 1108.0 Double, Clear E 1.3 6.7 108.0 9.09 1.02 1004.4 Double, Clear E 1.3 7.0 42.0 9.09 1.02 389.7 Double, Clear S 1.3 2.0 28.0 4.03 2.06 233.0 Double, Clear S 1.3 6.0 18.0 4.03 1.08 78.6 Double, Clear S 1.3 7.0 36.0 4.03 1.04 151.6 Double, Clear S 1.3 5.0 30.0 4.03 1.14 137.6 Double, Clear N 1.3 2.0 12.0 14.30 1.01 173.9 Double, Clear N 1.3 6.0 72.0 14.30 1.00 1031.6 Double, Clear N 1.3 6.0 60.0 14.30 1.00 859.7 Double, Clear N 1.3 5.0 26.0 14.30 1.00 372.9 Double, Clear N 1.3 4.0 24.0 14.30 1.00 344.9 Double, Clear W 1.3 2.0 16.0 10.77 1.12 192.8 Double, Clear W 1.3 6.0 108.0 10.77 1.02 1183.6 Double, Clear W 1.3 4.0 48.0 10.77 1.04 538.8 Double, Clear W 1.3 8.0 192.0 10.77 1.01 2083.3 Double, Clear W 1.3 6.7 102.0 10.77 1.01 1113.0 Double, Clear W 1.3 8.0 40.0 10.77 1.01 434.0 Double, Clear E 1.3 8.0 40.0 9.09 1.02 369.3 Double, Clear N 1.3 6.7 17.0 14.30 1.00 243.4 Double, Clear S 1.3 6.7 17.0 4.03 1.06 72.4 Double, Clear N 1.3 6.0 72.0 14.30 1.00 1031.6 Double, Clear S 1.3 6.0 18.0 4.03 1.08 78.6 Double, Clear E 1.3 6.0 36.0 9.09 1.03 336.6 As -Built Total: 1422.0 14889.7 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior 19.0 4604.0 2.20 10128.8 Exterior 4604.0 3.70 17034.8 Base Total: 4604.0 17034.8 As -Built Total: 4604.0 10128.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 48.0 8.40 403.2 Exterior 48.0 12.30 590.4 Base Total: 48.0 590.4 As -Built Total: 48.0 403.2 EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.2 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 223 OCEAN BLVD., ATLANTIC BEACH, FL, 32233- PERMIT #: I BASE AS -BUILT CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2948.0 2.05 6043.4 Under Attic 30.0 2948.0 2.05 X 1.00 6043.4 Base Total: 2948.0 6043.4 As -Built Total: 2948.0 6043.4 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points • Slab 367.0(p) 8.9 3266.3 Slab -On -Grade Edge Insulation 0.0 367.0(p 18.80 6899.6 Raised 0.0 0.00 0.0 Base Total: 3266.3 As -Built Total: 367.0 6899.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 4549.0 -0.59 - 2683.9 4549.0 -0.59 - 2683.9 Winter Base Points: 34682.8 Winter As -Built Points: • 35680.8 • Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 35680.8 0.333 (1.069 x 1.169 x 1.05) 0.416 0.902 5829.2 35680.8 0.333 (1.069 x 1.169 x 1.05) 0.416 0.902 5829.2 35680.8 0.333 (1.069 x 1.169 x 1.05) 0.416 0.902 5829.2 34682.8 0.6274 21760.0 35680.8 1.00 1.306 0.416 0.902 17487.6 EnergyGauge DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.2 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 223 OCEAN BLVD., ATLANTIC BEACH, FL, 32233- PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 65.0 0.96 3 1.00 2517.17 1.00 7551.5 As -Built Total: 7551.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 26660 21760 8238 56658 30371 17488 7552 55410 PASS • ... . . ................... . ..,.,,,E s t .... ` ��,, ,, moo. Lo t D . .. EnergyGauge DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.2 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details 1 ADDRESS: 223 OCEAN BLVD., ATLANTIC BEACH, FL, 32233- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS , SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 1 _606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area._ Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors i 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts , 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.Z _ 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non- commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugeTM DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.0 The higher the score, the more efficient the home. CARITHERS RESIDENCE, 223 OCEAN BLVD., ATLANTIC BEACH, FL, 32233- 1. New construction or existing New 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit Cap: 35.6 kBtu/hr _ 3. Number of units, if multi - family 1 - SEER: 11.50 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 35.6 kBtu/hr _ 5. Is this a worst case? Yes SEER: 11.50 6. Conditioned floor area (ft 4549 ft c. Central Unit Cap: 35.6 kBtu/hr _ 7. Glass area & type - SEER: 11.50 a. Clear - single pane 0.0 ft _ 13. Heating systems b. Clear - double pane 1422.0 ft - a. Electric Heat Pump Cap: 34.2 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft _ HSPF: 8.20 d. Tint/other SHGC - double pane 0.0 ft b. Electric Heat Pump Cap: 34.2 kBtu/hr 8. Floor types _ HSPF: 8.20 a. Slab -On -Grade Edge Insulation R =0.0, 367.0(p) ft c. Electric Heat Pump Cap: 34.2 kBtu/hr b. N/A _ HSPF: 8.20 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 65.0 gallons a. Frame, Wood, Exterior R =19.0, 4604.0 ft2 EF: 0.96 b. N/A _ b. N/A c. N/A - - d. N/A _ c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 2948.0 ft _ 15. HVAC credits MZ -C, PT, MZ -H b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Attic Sup. R =6.0, 175.0 ft _ RB -Attic radiant barrier, b. 2 Others 275.0 ft MZ- C- Multizone cooling, MZ -H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) -�ZE sTj•.. in this home before final inspection. Oth- •- new EPL Display Card will be completed ' ,,,, �� based on installed Co .imp iant e. ,, ti ". o Builder Signature: _ Date: /a U a � ` ��' y n` � ' a Address of New Home: .a3 OC tl r U . City /FL Zip: k ne/ & 4d/, 0--....00 cob ___'• 4 : *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar designation), your home may qual' for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.2) Residential System Sizing Calculation Summary CARITHERS RESIDENCE Project Title: Code Only 223 OCEAN BLVD. CRONKDUCH4549 Professional Version ATLANTIC BEACH, FL 32233- Climate: North 3/21/03 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH (50 %) Outdoor wet bulb (75F) Humidity difference(49gr.) Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 75 F Summer setpoint 70 F Winter temperature difference 43 F Summer temperature difference 24 F Total heating Toad calculation 93008 Btuh Total cooling load calculation 93637 Btuh Submitted heating capacity 102600 Btuh Submitted cooling capacity 106800 Btuh Submitted as % of calculated 110.3 % Submitted as % of calculated 114.1 cyo WINTER CALCULATIONS Winter Heating Load (for 4549 sqft) Load component Load Ducts(5 %) Window total 1422 sqft 44366 Btuh Infl.(15 %) Wall total 4604 sqft 11970 Btuh . , Door total 48 sqft 970 Btuh Doors(1 %) '' Windows(48 %) Ceiling total 2948 sqft 4127 Btuh Floor total 367 ft 12772 Btuh Floors(14 %) Infiltration 304 cfm 14373 Btuh Subtotal 88579 Btuh Duct loss 4429 Btuh WaIis(13 %) Ceilings(4 %) TOTAL HEAT LOSS 93008 Btuh SUMMER CALCULATIONS Summer Cooling Load (for 4549 sqft) Load component Load Window total 1422 sqft 52967 Btuh Latent internal(1 %) Wall total 4604 sqft 7551 Btuh Latent ln1II.(9 %) oat Int Gain(3 %) Door total 48 sqft 621 Btuh Ceiling total 2948 sqft 4658 Btuh Ducts(8 %), Floor total 0 Btuh Infiltration 266 cfm 7019 Btuh , ti WSndows(57 %) Internal gain 3000 Btuh Doors(1 %) z` Subtotal(sensible) 75816 Btuh WaIIs % Duct gain 7582 Btuh Cei1 ngs(5 %) Total sensible gain 83397 Btuh Latent gain(infiltration) 8859 Btuh Latent gain(internal) 1380 Btuh EnergyGauge® System S ' n ACCA i J. Total latent gain 10239 Btuh PREPARED BY TOTAL HEAT GAIN 93637 Btuh DATE: 3 £-3 „of, ''mss -s EnergyGauge® FLRCPB v3.2 System Sizing Calculations - Winter Residential Load - Component Details CARITHERS RESIDENCE Project Title: Code Only 223 OCEAN BLVD. CRONKDUCH4549 Professional Version ATLANTIC BEACH, FL 32233- Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 43.0 F 3/21/03 Window Panes /SHGC /Frame /U Orientation Area X HTM= Load 1 2, Clear, Metal, DEF S 72.0 31.2 2246 Btuh 2 2, Clear, Metal, DEF S 60.0 31.2 1872 Btuh 3 2, Clear, Metal, DEF S 8.0 31.2 250 Btuh 4 2, Clear, Metal, DEF S 120.0 31.2 3744 Btuh 5 2, Clear, Metal, DEF S 108.0 31.2 3370 Btuh 6 2, Clear, Metal, DEF S 42.0 31.2 1310 Btuh 7 2, Clear, Metal, DEF W 28.0 31.2 874 Btuh 8 2, Clear, Metal, DEF W 18.0 31.2 562 Btuh 9 2, Clear, Metal, DEF W 36.0 31.2 1123 Btuh 10 2, Clear, Metal, DEF W 30.0 31.2 936 Btuh 11 2, Clear, Metal, DEF E 12.0 31.2 374 Btuh 12 2, Clear, Metal, DEF E 72.0 31.2 2246 Btuh 13 2, Clear, Metal, DEF E 60.0 31.2 1872 Btuh 14 2, Clear, Metal, DEF E 26.0 31.2 811 Btuh 15 2, Clear, Metal, DEF E 24.0 31.2 749 Btuh 16 2, Clear, Metal, DEF N 16.0 31.2 499 Btuh 17 2, Clear, Metal, DEF N 108.0 31.2 3370 Btuh 18 2, Clear, Metal, DEF N 48.0 31.2 1498 Btuh 19 2, Clear, Metal, DEF N 192.0 31.2 5990 Btuh 20 2, Clear, Metal, DEF N 102.0 31.2 3182 Btuh 21 2, Clear, Metal, DEF N 40.0 31.2 1248 Btuh 22 2, Clear, Metal, DEF S 40.0 31.2 1248 Btuh 23 2, Clear, Metal, DEF E 17.0 31.2 530 Btuh 24 2, Clear, Metal, DEF W 17.0 31.2 530 Btuh 25 2, Clear, Metal, DEF E 72.0 31.2 2246 Btuh 26 2, Clear, Metal, DEF W 18.0 31.2 562 Btuh 27 2, Clear, Metal, DEF S 36.0 31.2 1123 Btuh Window Total 1422 44366 Btuh Walls Type R -Value Area X HTM= Load 1 Frame - Exterior 19.0 4604 2.6 11970 Btuh Wall Total 4604 11970 Btuh Doors Type Area X HTM= Load 1 Insulated - Exter 48 20.2 970 Btuh Door Total 48 970Btuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 2948 1.4 4127 Btuh Ceiling Total 2948 4127Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 367.0 ft(p) 34.8 12772 Btuh Floor Total 367 12772 Btuh EnergyGauge® FLRCPB v3.2 Manual J Winter Calculations Residential Load - Component Details (continued) CARITHERS RESIDENCE Project Title: Code Only 223 OCEAN BLVD. CRONKDUCH4549 Professional Version ATLANTIC BEACH, FL 32233- Climate: North 3/21/03 Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 45490(sgft) 304 14373 Btuh Mechanical 0 0 Btuh Infiltration Total 304 14373 Btuh Subtotal 88579 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 4429 Btuh Total Btuh Loss 93008 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or 'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3.2 k System Sizing Calculations - Summer Residential Load - Component Details CARITHERS RESIDENCE Project Title: Code Only 223 OCEAN BLVD. CRONKDUCH4549 Professional Version ATLANTIC BEACH, FL 32233- Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 24.0 F 3/21/03 Type Overhang Window Area(sqft) HTM Load Window Panes /SHGC /U /InSh /ExSh Ornt Len Hqt Gross Shaded Unshaded Shaded Unshaded 1 2, Clear, DEF, N, N S 1.33 6 72.0 72.0 0.0 25 39 1800 Btuh 2 2, Clear, DEF, N, N S 1.33 5 60.0 60.0 0.0 25 39 1500 Btuh 3 2, Clear, DEF, N, N S 1.33 2 8.0 8.0 0.0 25 39 200 Btuh 4 2, Clear, DEF, N, N S 1.33 8 120.0 108.0 12.0 25 39 3168 Btuh 5 2, Clear, DEF, N, N S 1.33 6.66 108.0 108.0 0.0 25 39 2700 Btuh 6 2, Clear, DEF, N, N S 1.33 7 42.0 42.0 0.0 25 39 1050 Btuh 7 2, Clear, DEF, N, N W 1.33 2 28.0 15.5 12.5 25 74 1313 Btuh 8 2, Clear, DEF, N, N W 1.33 6 18.0 0.0 18.0 25 74 1332 Btuh 9 2, Clear, DEF, N, N W 1.33 7 36.0 0.6 35.4 25 74 2633 Btuh 10 2, Clear, DEF, N, N W 1.33 5 30.0 6.6 23.4 25 74 1895 Btuh 11 2, Clear, DEF, N, N E 1.33 2 12.0 6.6 5.4 25 74 563 Btuh 12 2, Clear, DEF, N, N E 1.33 6 72.0 13.3 58.7 25 74 4677 Btuh 13 2, Clear, DEF, N, N E 1.33 6 60.0 11.1 48.9 25 74 3898 Btuh 14 2, Clear, DEF, N, N E 1.33 5 26.0 5.8 20.2 25 74 1642 Btuh 15 2, Clear, DEF, N, N E 1.33 4 24.0 6.6 17.4 25 74 1451 Btuh 16 2, Clear, DEF, N, N N 1.33 2 16.0 0.0 16.0 25 25 400 Btuh 17 2, Clear, DEF, N, N N 1.33 6 108.0 0.0 108.0 25 25 2700 Btuh 18 2, Clear, DEF, N, N N 1.33 4 48.0 0.0 48.0 25 25 1200 Btuh 19 2, Clear, DEF, N, N N 1.33 8 192.0 0.0 192.0 25 25 4800 Btuh 20 2, Clear, DEF, N, N N 1.33 6.66 102.0 0.0 102.0 25 25 2550 Btuh 21 2, Clear, DEF, N, N N 1.33 8 40.0 0.0 40.0 25 25 1000 Btuh 22 2, Clear, DEF, N, N S 1.33 8 40.0 34.9 5.1 25 39 1071 Btuh 23 2, Clear, DEF, N, N E 1.33 6.66 17.0 0.0 17.0 25 74 1258 Btuh 24 2, Clear, DEF, N, N W 1.33 6.66 17.0 0.0 17.0 25 74 1258 Btuh 25 2, Clear, DEF, N, N E 1.33 6 72.0 13.3 58.7 25 74 4677 Btuh 26 2, Clear, DEF, N, N W 1.33 6 18.0 0.0 18.0 25 74 1332 Btuh 27 2, Clear, DEF, N, N S 1.33 6 36.0 36.0 0.0 25 39 900 Btuh Window Total 1422 52967 Btuh Walls Type R -Value Area HTM Load 1 Frame - Exterior 19.0 4604.0 1.6 7551 Btuh Wall Total 4604.0 7551 Btuh Doors Type Area HTM Load 1 Insulated - Exter 48.0 12.9 621 Btuh Door Total 48.0 621 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic /Dark 30.0 2948.0 1.6 4658 Btuh Ceiling Total 2948.0 4658 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.0 367.0 ft(p) 0.0 0 Btuh Floor Total 367.0 0 Btuh EnergyGauge® FLRCPB v3.2 Manual J Summer Calculations Residential Load - Component Details (continued) CARITHERS RESIDENCE Project Title: Code Only 223 OCEAN BLVD. CRONKDUCH4549 Professional Version ATLANTIC BEACH, FL 32233- Climate: North 3/21/03 Infiltration Type ACH Volume CFM= Load Natural 0.35 45490 265.9 7019 Btuh Mechanical 0 0 Btuh Infiltration Total 266 7019 Btuh Internal Occupants Btuh /occupant Appliance Load pain ( 6 X 300 + 1200 3000 Btuh Subtotal 75816 Btuh Duct gain(using duct multiplier of 0.10) 7582 Btuh Total sensible gain 83397 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 8859 Btuh Latent occupant gain (6 people @ 230 Btuh per person) 1380 Btuh Latent other gain 0 Btuh TOTAL GAIN 93637 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device: none(N), Blinds /Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Ornt - compass orientation) EnergyGaugee FLRCPB v3.2 CITY OF ATLANTIC� 10:12 INSPECTION TICEET BEACH INSPECTOR: LARRY J HIGGINS PAGE 3 ADDRESS . : 223 OCEAN BLVD DATE 7/18/03 ------------------------------ TENANT, NBR: NEW SFR 2948RAD,4549SCHG SUBDIV: - - -- ---------------- CONTRACTOR : CRONR DUCH & ASSOCIATES INC OWNER . . : CARITHERS HUG PHONE ; PARCEL . , : (904) 398 5775 170194 0000 PHONE : (904) APPL NUMBER; 03.00025972 SINGLE FAMILY RESIDENCE PSRlIIT: PLBG 00 PLUMBING PBRlIIT - - - - -- - - - - -- " -- REQUESTED INSP SUB; SANVI MIRE P UMBING - 7-9-041-2-5-9---34-9 TYP /SQ COMPLETED DESCRIPTION 7 _______ RESULT RESULTS /COMMENTS ---------- - - - - -- - -- 41 01 _ 7/18/01 LJH __1 ____LA_ -------------------------------------- - COMMENTS AND NOTES - - -- - _ CITY OF ATLANTIC BEACH b INSPECTION TICKET PAGE 3 INSPECTOR: LARRY J HIGGINS ADDRESS . : 223 OCEAN BLVD DATE TENANT, NBR: 6/23/03 NEW SFR 2948RAD 4549 SUBDIV CONTRACTOR " OWNER . . : CARITHERS, H PARCEL , UGH PHONE : 17 0194 0000 PHONE : (904) APPL NUMBER: 03.00025972 SINGLE FAMILY RESIDENCE PERMIT: BLDG 00 BUILDING PERMIT ------------------------ REQUESTED INSP DESCR PTION TYP /SQ COMPLETED ------------------- RESULT RES TS /COMMENTS ---------------- - - - - -- - -- 10 01 6/23/03 LJH ------ - - - - -- - 75 9TI76 TIME: 13 :0 - - - - - -- — _,303__ - - - -- _ J 759 -6719 --------------- - - - - -- COMMENTS AND NOTES ------------------------ - - - - -- Ill M 0 in N N W W C7 H a as ' e Q _ .'-. Li 1 co 01 H H al \ � D FD H W W 0 H 0 Z Z O o E-• cn 0 o q H H H pc W W M oo H al o 0 H a H O Z O 0 c 4 al al 3 0 H O W En X X O U U Z Z H H W H Ca Ca 3 Z 0 H O O H U g H X al al al al X 3 H H U a H\ H l0 H U C7 H a a s O uD O >• M co H U 0 N (sa co co U al g a, Q a m H Q a A al H La U W E d+ O a H ` c W o x Z 1 H •• .4 Z Z I a Z m h) x x C W 0 W d■ o N H Q h h H z O -ON Z a a�Ca a 0o C..) F N Z a o uri a g W a 0 W i N r-i W 0 G4 x o H n Q cn O m H m o ,'7 W W M M M M M Z H rl 0 W H H O O O O O U M 3 0 l/ 0 1 co W \ .\ \ \ H N W a pig r M O W 1-1 M •i L.n Ln Ln H N Z.a U U H O O Ida N N N N C \ \ \ \ • r- a a a a U E-1 3 • ZO m m f l0 H VD • O W z H a W 2 H 0 o 0 0 Ca w H q O 0 z z 3 a a 4 U C.Q El l U 0 a a H H 0 ff r M1 y ro Z � H� ° ' Cn F..I i �" n tli y : y t�J H H I I o t o PzJ g i • • "". y (� 1 .. .. :U co h7 C i i \ ° f W t tFj o f ° K H t I , b t i 1 0 H V] O, t3 CO Ikg �, j 1 O ,� tli t7 ' � 1 [ , Lr- , C' ] H H , 0 , 0 n N �+ c i I N O �' l0 1 N N b � Cn „ „ R, t � O i c� x +n ° 1 r O 4 b t ; b H i I � p r t� DEPARTMENT OF PUBLIC WORKS e , , 1200 SANDPIPER LANE * ATLANTIC BEACH, FLORIDA 32233 -4318 ��,, S TELEPHONE: (904) 247 -5834 z FAX: (904) 247 -5843 d f.. SUNCOM: 852 -5834 �: M r http: / /ci.atlantic- beach.fl.us 4144 9' „..,,,,) PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # C' :.. 23'1 Z.. Applicant: c.--�_ �_ t c , Address: ZZ. :3 C_ - C`_ - (" LA.'S Project: L.1 C: ,3 R Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: ) / / •� ., / � ii -. i _ . .� -.tad _ ��.a_�. / ��J?r >.. _�. L " /..... / .. - / • • _ / / • A. =mss ./.. / . / -/. _ `• �. _A 6:e. ti -eIl PVC! . /.'- ,d_ _ Z/_ / . /... / ',/ -- - lL - - e2-01_, . I d a � .• - 1 . . . . - 4 11 / illirli ■ "_ /� /�� ice. L L .. %/ _ ?— Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247 -5834. Reviewed by Donna Kaluzniak, Public Utilities Director / is" / ; Date ,c- /- 03 Signature 1 Contractor Notified Date , (,&14' ' G U:-( .:�c� /. cif -a,�,� � ''z , 4..4' 6 ` CITY OF ATLANTIC BEACH � ._ 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 401319 Application Number . . . . . 03- 00025965 Date 4/28/03 Property Address 223 OCEAN BLVD Application description . . TREE PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor CARITHERS, HUGH OWNER 223 OCEAN BLVD. ATLANTIC BEACH FL 32233 Permit TREE PERMIT Additional desc . Permit Fee . . .00 Plan Check Fee . . .00 Issue Date . . . . 4/28/03 Valuation . . . . 0 Special Notes and Comments REMOVE 18" OF PALM, 8" OF CHERRY LAUREL AND 15" OF LIGUSTRUM TO BE MITIGATED WITH,12" OF OAK, 10" OF JAPANESE PLUM, 6" O F' MAJESTIC BEAUTY AND 80" OF PALM TO bE'PLANTED ON SITE. Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS CH ARE PART OF T ERMIt AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. l BUILDING OFFICIAL MINUTES OF SPECIAL CALLED MEETING OF TREE CONSERVATION BOARD April 25, 2003 A special called meeting of the Tree Conservation Board was held Friday, April 25, 2003, at Adele Grage Community Center. Present were Chair Barbara Mears, David Owens, Maureen Shaughnessy, Building Official Don Ford and Susan Dunham. 1. Call to Order The meeting was called to order at 9:05 a.m. 2. Recognition of Visitors None. 3. Approval of Minutes of Meeting of April 9, 2003 A motion was made by Board Member Owens, seconded by Board Member Shaughnessy, and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of April 9, 2003. 4. Old Business A. Tree Removal Applications: 1. 1486 Begonia Street: Ms. Karen Beck ofBestcon, Inc., introduced herself and advised that the house had to be moved forward a few feet to meet the setback requirements of the City Ordinance. She further advised that they would like to move the 18" palm to another location on site and would like to mitigate the removal of oaks with two 9" oaks on site. A motion was made by Board Member Owens, seconded by Board Member Shaughnessy, and unanimously carried to direct the Building Official to issue a permit for the removal of 36" of oak to be mitigated with 18" of oak on site. 5. New Business: A. Tree Removal Applications: 1. 631 Beach Avenue: This Agenda item was moved to the end of New Business. 2. 223 Ocean Boulevard: Mr. Peyman Ata -Abadi of Cronk Duch Miller introduced himself He stated advised that the original plans had been altered to indicate that seven palms in the interior of the lot would be relocated to the right -of -way on Ocean Boulevard. Building Official Ford advised that the palms being relocated were the same age and type of palms that were currently located in the colonnade. Mr. Jay Devine, Landscape Architect, expressed concern with regard to relocation due to height. The Board changed the landscape plans to indicate that the new oaks to be planted on site were to be a minimum of 3" in diameter. A motion was made by Board Member Owens, seconded by Board Member Shaughnessy, and unanimously carried to direct the Building Official Ford to issue a permit for the removal of 18" of palm, 8" of cherry laurel and 15" of ligustrum, to be mitigated with 12" of oak, 10" of Japanese Plum, 6" of Majestic Beauty and 80" of palm to be planted on site. , 1 .,u ., r CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION �� anpiica imp must be submitted with seven (7) ca p}o and received by 5 P.M on Qn ihr Friday ter (I 01 days mice to the sc ieduled meetinfi in order to be_1211ged can the agepda. * NCOMPLET_ - • P I ATJ • S • . ',a_ RAT _ X AR ' • S TES 'wILI N • T DE'ROCESSED. I. A C vi co.s7 , war, :Jr E 7:_tx S ao 76 (9V APPLE CANT NAME ADD • SS TELEPHONE 2, ZZ.3 QC - 00U L , \ I \ VAD -. LC- eck F ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: J I,-Nt4 a. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES rio NOT SURE 5. PROPERTY ZONING: ESIDEIv'T L l C OMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER MITXGATION OFFICE USE ONLY XNT.. EA:T. Arr-1 1.1 t 2 - 00 ?, - )) I °Diameter at Breast Hight (>7.B.H.) is measured at 4;S feet above grmde. To accurately determine diameter, measure the trunk circumference and divide by 3.14. bi:unetet amid-thanked trees is determined by adding togothte rho diameter of each trunk as measured immediately above the forks. Apr 02 03 12352p Building Department 247-5845 p.2 r" Ste ateachcd dinrarn for determination of Loterior and exterior zones.. 7. SXTE PLAN/TREE SIJB. \•'EY indicating; a) Location of topography features such as hills and low arras. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height of s hes or more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an "r". Trees to be preserved on -site for mitigation must be marked with brackets "[ J ". g) Location, size and species of and+ proposed nevv replacement ores marked with a circle "0", h) Location of utilities and easetents as applicable. I) Location of trees to be preserved on -site with barricading noted. S. ON -SITE REQUIREMENTS: . jj a) All trees identified for removal MUST be marked viz -site by MD flagging, paint or tape. • b) All trees to be preserved on -site for mitigation , ? JST be marked with ,'[TE fig ,gging, paint or tape. g • c) . The front property corners must bemarked by stakes or paint indicating the Lot 9. * T. APP_ _ .T. 0 XNA, "Lk_ = Y ; SITES' wr.o... NoT BE P tOCESSED. FTJ 1 HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, A.ND ALL QTR APPLICABLE c017ES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. - '•DE\JtN • +0 I oz- • app cant's Si aturC Date 1/ 4 L /////° 3 (fug �� Diu tfu C k 1,1 •ev5 CITY US • • • , , 'free Conservation Board Chairperson pane .OM : JAY DEVINE PHONE NO. : 904 249 4287 Apr. 27 2003 11:52PM P4 Apr 28 03 09 :34a Information Systems 247 5 045 P•1 ^ c ,4 i : a ` , CITY OF ATLANTIC BEACH V - l \_.0 : .., . "� 800 SE'vEINOLE ROAD r °\•, `: ti 'C ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 i •_•f ...... ivi‘ Application. Number 03- 0002556S 4/28/03 Property Address 223 OCEAN BLVD Application de scription . . TRRE FERm:T Property Zoning TO n UPDATED Application valuation . . . 0 �('2 \WC2Q Owner Contractor l/`' _ �� CARITHERE, HUGH OWNER 223 OCEAN BLVD. ATLANTIC BRACH FL 32233 Permit TREE PERMIT Additional desc , Permit Fee . . . .00 Flan Check Fee .00 I3AUQ Date . , . 4/28/03 Valuation . . . . 0 Special Notes and Comments REMO Vr 18" OF PALM, 8" OF CHERRY LAURE, '� �� AND 15" OF LIGUS ;RUM TO BE MITIGATED '/ WITH 12" OF . OAK, XO• " OF JAPANESE PLUM, %/ 6 OF MAJESTIC' Br''..AUT': AND 80" CF PALM '' T0`�BE SLANTED ON SITE. /1 Fee summary Charged laid Credited •'� DIAS Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 BUILDIHO MATERIAL, RUBBISH AND D EB JS FROM TI•US WORK MUST NOT BB PLAGLD IN PU8UC SPACE, AND MUST BE CLLARED VP AND HAULED AWAY HY EITHHR CONTRACTOR pit OWNER. "FAILURE TO COMPLY WITH TH$ CONSTRUCTION LIM ,,4W CAN RESULT IN THE PROMXTY OWNS . PAYING) TWICE FCR 6IJTLDIN0 IMPROVEMENTS" ISSUED ACCORAING TD APPROVED PLANS 1H ARE ?ARR OF TFiySIERACTF AND SUR.116CT TO REVOCATION FOR VIOLATT,ON OF APPLICABLE PROVISIONS OF LAW. B UILDING OFFICEAL r ' 4) DE(..) 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'fin' • WV 414 - . - � i/ T'' •- - J 1 I 4 + a •0 21 il,t .... ...„ ..,,, ;� ti r • 7 N � le, • YI _F _ — � .- ,00 r r r� -0 Z 2 n s. 3 � 3EAGN ar g 1 ? — , EM •m 9 1 Z ` Q CARITN RESIDENCE 7RE E PROTECT c>, OTEC o .: ��i AND ANT NCI fi p 6 A [PREPARED FOR. I -k471-I 4.1•0 CATr -IY CAR'7) - R; FROM : JAY DEVINE PHONE NO. : 904 249 4287 Apr. 27 2003 11:50PM P1 2" ge.acA Jny " ?. DEVINE ( DING R It* E 4 Please... To: Lr -K.o ,1f Read (1'' ) r /), Handle LANDSCAPE ARCHITECT ❑ Approve a(;7 4 r d... Cede/ 2 :: Forward ❑ Return =� FAX COYER SHEET ❑ Keep or Toss ❑ Review with Me Date: - — April 28, 2003 ( Post-it" 7664 COM 1993 TO: Mr. Peyman Ata -Abadi Cronk Duch Architects Contractors 200 Wharfside Way, Suite 200 Jacksonville, Florida 32207 Phone: 398 - 5775 -Ext. 22, Pax: 398 -5350 FOR: Carithers Residence Palm Trees - Transplanted into Right of Way FROM: Jay Devine NUMBER OF PAGES INCLUDING COVER: 4 COMMENTS : Peyman, Please note that Hugh Carithers would like to have palm trees planted in the right of way as the Atlantic Beach Tree Board expressed an interest in having the `Old Boulevard' palms restored. I have shown palms planted 8' on center as shown on attached drawing. Please have the Palm Tree Movers/ Landscape Contractor present this to Bob Kosoy - 247 -5833 , Sonya Doerr - 247 -5817 and Don Ford 247 -5826 for their review and comments. (Please have all parties concerned contact my office and let us know if any of these palms shown should not be planted) My fax number is 249 -4287. The landscape contractor must make sure that all utility locates are precise. Coordinate all work in the right of way with Bob Kosoy and Don Ford, I would suggest that the landscape contractor flag all proposed locations for palm trees and the landscape contractor should meet with Bob Kosoy in the field with the flagged palms and the utility locates visible. page 1 39 36TH AVENUE SOUTH 0 JACKSONVILLE BEACH, FLORIDA 32250 0 PHONE (904) 246 - 4332 o FAX 249 -428' IAY DEVINE, FLORIDA E.EQIYILEED L,A, no8 FROM : JRY DEVINE PHONE NO. : 904 249 4287 Apr. 27 2003 11:50PM P2 Fax correspondence, Carithers Residence Palm Trees, continued... If you need to reach me quickly you may page me at Pager: 727 -2938. Thank you for your consideration. My E -Mail address is: jdla @cyberportusa.net c: Bob Kosoy, Sonya Doerr, Don Ford, Hugh Carithers Note: If any of these fax copies are illegible, or if you did not receive the same number of pages as stated above, please contact us immediately at (904) 246 4332. page 2 , loll \ \ W M i k \ . 0 11 113"jid } RD z \ \ .1 t , i 111111111\ \ INIIIII Oil 1 11 t \ ' 10•1 , Oil \ \ \ 4 1 2ND ' 1 t i 0 4 i 1 - ' Sewer System .-----------i 4 II I 32 -� I _ 3RD V - I 11 I IIII III IIl I II I I I I I I I I 1 i 11 s III i d I� I III III I II ti III III 1 e --wi44•4111 I I I I � I I I i ii 1 1 1 , 1 Ulla ' i l 35 I I II y i II II I I ----- _-_—_ —____-------1;- 2ND m ______________________-4---- 24 I II 1 1 I I } 1 II 1 1 I II t I I Page two Order ZVAR- 2003 -02 February 28, 2003 (2) The special conditions and circumstances do not result from the actions of the Applicant; (3) The Variance granted is the minimum Variance that will make possible the reasonable Use of the Land, Building or Structure; (4) The granting of the Variance will be in harmony with the general intent and purpose of this Chapter and the Variance will not be injurious to the area involved or detrimental to the public welfare. NOW THEREFORE, based on said findings, the Community Development Board hereby GRANTS a Variance from Section 24 -105 (e) to reduce a required 20 -foot yard on the Beach Boulevard side of double frontage lots to allow an addition to an existing garage structure, which . shall encroach into the required twenty -foot setback from Beach Avenue, not to exceed the limits of said addition as depicted on proposed site plan A 0.1, which is part of File Number ZVAR- 2003 -02, for property located at 233 Ocean Boulevard, and subject to the following condition. • The garage structure shall not be converted to a Garage Apartment as such is defined within Section 24 -17 of the Land Development Regulations. DATED THIS DAY OF 1'1 cz.„ cS , , 2003. Don Wolfson, Chairman Community Development Board The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes. ommunity evelopment Director Ridgway Roof Truss Company (Trusses and Prefabricated Building Components) P.O BOX 1309 — Gainesville Florida 32602 Telephone (352) 376 -4436 Email: RRoofTruss @aol.com FAX: (352) 371 -3316 www.RidgwayTruss.com WARNING THESE TRUSSES MUST BE HANDLED ACCORDING TO HIB -91 SUMMARY SHEETS SEE TABLE OF CONTENTS APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE SEALED DESIGN MANUAL PROJECT NAME: Car: - kert CONTRACTOR: L.Ana An v .) DATE ` •o 3 REVISIONS: COMMENTS: RIDGWAY ROOF TRUSS COMPANY P.O. BOX 1309 GAINESVILLE, FL 32602, TELEPHONE: (352) 376 -4436 FAX: (352) 371 -3316 Job: Carithers Residence Customer: Lanahan Jurisdiction: Duval County Structural Eng. of Record: none License # : none Address of Eng. Of Record: none SIGNATURE of Building Designer: 'single family residence I, Gary G. Dounson, Florida Professional Engineer No.35054, hereby certify that I am the truss engineer of record with responsibility for the design of the metal plate connected wood trusses listed herein. The design of these trusses have been performed under my responsible supervision, direction and control and are in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction (ANSI TPI I). Building Designer of Record responsibilities shall be as stipulated in Article 2.2 of the aforementioned TPI 1 document and shall include but are not limited to the design and detailing of truss supports, anchorage, and permanent truss bracing. Engineering Program is Robbins Engineering Online Plus Building code and chapter: ANSI /ASCE 7 -98 Live load: 20 lbs Dead load: 17 lbs Roof Wind speed: 120 mph Design criteria: TPI 95 Live load: 40 lbs Dead Toad: 15 lbs Floor Mean Roof Height: 12 ' Exposure: C Catagory: 1 Mark Run Date Mark Run Date Mark Run Date Mark Run Date Mark Run Date F1 4/3/03 R1 4/2/03 R29 4/2/03 F2 4/3/03 R2 4/2/03 R30 4/2/03 F3 4/3/03 R3 4/2/03 R31 4/2/03 F4 4/3/03 R4 4/2/03 V1 4/2/03 F5 4/3/03 R5 4/2/03 V2 4/2/03 F6 4/3/03 R6 4/2/03 V3 4/2/03 F7 4/3/03 R7 4/2/03 F8 4/3/03 R8 4/2/03 F9 4/3/03 R9 4/2/03 F10 4/3/03 R10 4/2/03 R11 4/2/03 R12 4/2/03 R13 4/2/03 R14 4/2/03 R15 4/2/03 R16 4/2/03 R17 4/2/03 R18 4/2/03 R19 4/2/03 R20 4/2/03 R21 4/2/03 R22 4/2/03 R23 4/2/03 Delegated Engineer (Truss Designer) R24 4/2/03 GARY DOUNSON, PE 35054 R25 4/2/03 GARY DOUNSON 8s ASSOCIATES, INC. R26 4/2/03 2831 NW 41st STREET SUITE H R27 4/2/03 GAINESVILLE, FL 32606 R28 4/2/03 (352) 375 -8593 CA 5201 4/3/03 FYLE: ASEAL SHEET NEW Feb 2003.xls I TABLE OF CONTENTS: 1. GENERAL NOTES 2. WTCA 1 -1995 (STANDARD RESPONSIBILITIES IN THE DESIGN PROCESS INVOLVING METAL PLATE CONNECTED WOOD TRUSSES) 3. ENGINEERING 4. HANDLING, INSTALLING AND BRACING INFORMATION HIB -91 SUMMARY SHEET 5. BLUEPRINT OF TRUSS PLACEMENT PLAN 6. EXAMPLES OF PERMANENT WEB BRACING a Wood Truss Council of America 5937 Meadowood Dr., Ste. 14 • Madison, WI 53711 -4125 • 608/274 -3329 (fax) Standard Responsibilities in the Design Process Involvin g Metal Plate Connected Wood Trusses $ WTCA1-1995 Developed by the WTCA Engineering Review Committee in cooperation with the Truss Plate Institute 4 Symbols PLATE SIZE LATERAL BRACING The first dimension is Indicates approximate PLATE LOCATION the width measured location of continuous 6.3 x 8.8 perpendicular to slots. lateral bracing —•-i I+ 108 Center plates on joints The second dimension required for stability unless otherwise noted is the length measured of individual member. ME in plate list or on parallel to slots. IN drawing. Dimensions are given in inches (i.e. DIMENSIONS 1 1/2" or 1.5 ") or in IN- BEARING l6ths (i.e. 108). All dimensions are shown in FT -IN -SX Indicates support 6 1 (i.e. 6' 8 1/2" or 6 -08- (bearing) at joint. PLATE ORIENTATION 08.) Dimensions less When shown, indicates 708 than one foot are direction of slots in f.r.-�{ shown in IN -SX only connector plate. (i.e. 708) 0 NOTICE: This truss designed at request and specification of customer as an individual building component, in a vertical plane, to be incorporated into building design at the specification of the building designer. Bracing shown is for lateral support of individual members only. Temporary bracing to insure stability during construction is the respon- sibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Design and materials are in accordance with latest editions or NDS, HUD Design Criteria for Trussed Rafters, and TPI specifications. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult Quality Control Manual, Bracing of Wood Trusses (HIB -91) and Recommended Code of Standard Practice, available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. General Notes: 1. Provide of this truss design to the 6. Top and bottom chords shall be 10. Building designer is responsible to building designer and erection adequately braced in the absence of insure that loading shown hereon is supervisor. sheathing or rigid ceiling, applicable to building site. respectively. 2. Cut members to bear tightly against 11. Care should be exercised in each other. 7. Anchorage and /or tie -in handling, erection, and installation components are the responsibility of of trusses. 3. Place plates on each face of truss at others, unless shown. each joint and seat securely. Avoid 12. Camber is a non - structural knots and wane at joint locations. 8. Do not stack construction materials consideration and is the on floor or roof that induces loading responsibility of the truss fabricator. 4. Unless otherwise noted, moisture on truss greater than design loads. General practice is to camber for content of lumber shall not exceed dead load deflection. 19% at time of fabrication. 9. Do not cut or alter truss without prior approval of a professional 13. Refer to On -Line Data's Ch. VI -B 5. Unless specifically noted, this engineer. for joint details. design is not applicable for use with fire retardant or preservative treated © 1994 ROBBINS ENGINEERING lumber. ROBBINS ENGINEERING, INC. Ow Bringing you the best of both worlds NATIONAL HEADQUARTERS 1 I NATIONAL HEADQUARTERS F . P.O. Box 280055 1402 20th Street NW, Suite 4 1177 Rockingham Tampa, FL 33682 -0055 Auburn, WA 98001 Richardson, TX 75080 (800) 282 -1299 / FAX (813) 971 -6117 (800) 532 -9404 / FAX (206) 735 -2238 (214) 238- 9609/FAX (214) 437 -0467 1 The Wood Truss Council of America publishes standard practice materials prepared and edited by knowledgeable authors from the construction industry to give as much assistance as possible to owners, architects, engineers, contractors, building officials, and others involved in the metal plate connected wood truss industry. The competence of the authors ensures accurate and authoritative information in regard to the subject matter covered, but, of course, neither the Wood Truss Council of America, nor the authors make either express or implied warranties in regard to the use of the materials. 1.0 SCOPE AND DEFINITIONS 1.1 This standard defines the design responsibilities of the bracing, anchorage, connections and field individuals and organizations involved in the preparation, assembly. The term "Contractor" shall include submittal, review and approval of each Truss Design those subcontractors who have a direct contract Drawing and Truss Placement Plan associated with the with the Contractor to perform all or a portion use of metal plate connected wood trusses. These of the storage, handling, and installation of the guidelines are presented as industry standard practice.The trusses. guidelines are not intended to preclude alternate provisions 1.2.5 "Engineer -of- Record" shall mean the registered as agreed upon by the parties involved. professional engineer responsible for the 1.2 The following definitions shall apply: structural design of the structure and who produces the structural drawings included in the 1.2.1 "Architect" shall mean the individual registered Construction Design Documents. architect responsible for the architectural design of the structure and who produces the 1.2.6 "Owner" shall mean the individual or architectural drawings included in the organization for whom the structure is designed. Construction Design Documents. 1.2.7 "Truss" is an individual metal plate connected 1.2.2 "Building Designer" is the individual or wood structural component manufactured by the organization having responsibility for the overall Truss Manufacturer. building or structure design in accordance with 1 2 8 "Truss Designer" is the design professional, the state's statutes and regulations governing the individual or organization, having responsibility professional registration and certification of for the design of metal plate connected wood architects or engineers. This responsibility trusses.This responsibility shall be in accordance includes but is not limited to foundation design, with the state's statutes and regulations governing .. structural member sizing, load transfer, bearing the professional registration and certification of conditions, and the structure's compliance with architects or engineers. Also referred to as truss the applicable building codes. Also referred to engineer, design engineer, registered engineer, as registered architect or engineer, building and engineer, but hereinafter will be referred to designer, and registered building designer, but as Truss Designer. hereinafter will be referred to as Building Designer. 1.2.9 "Truss Design Drawing" shall mean the graphic depiction of an individual Truss prepared by the 1.2.3 "Construction Design Documents" are the Truss Designer. architectural drawings, structural drawings, mechanical drawings, electrical drawings, and 1.2.10 "Truss Manufacturer" shall mean an individual any other drawings, specifications, and addenda or organization regularly engaged in the which set forth the overall design of the structure manufacturing of Trusses. and issued by the Building Designer. 1.2.11 "Truss Placement Plan" is the drawing 1.2.4 "Contractor" shall mean the individual or identifying the location assumed for each Truss organization responsible for the field storage, based on theTruss Manufacturer's interpretation handling, and installation of trusses including, of the Construction Design Documents. ""'" but not limited to, temporary bracing, permanent 2.0 OWNER RESPONSIBILITIES 2.1 Directly or through its representatives, which may include Truss Design Drawing and Truss Placement Plan; and the Contractor and/or Building Designer; (a) review and (d) coordinate the return of each approved Truss Design approve each Truss Design Drawing; (b) review and Drawing and Truss Placement Plan to the Truss approve the Truss Placement Plan; (c) resolve and approve Manufacturer prior to truss manufacturing. all design issues arising out of the preparation of each 3.0 BUILDING DESIGNER RESPONSIBILITIES 3.1 Design a structure suitable to ensure that the intended 3.2.8 Proper transfer of design loads affecting the function of eachTruss is not affected by adverse influences Truss; and including, but not limited to, moisture, temperature, 3.2.9 Adequate connections between Truss and non - corrosive chemicals and gases; Truss components, except as noted in Section 3.2 Prepare the Construction Design Documents, showing all 6.2.9. trussed areas, which must provide as a minimum the following: 3.3 Review and approve the Truss Placement Plan and each Truss Design Drawing for conformance with the 3.2.1 All truss orientations and locations; requirements and intent of the Construction Design Documents, the effect of eachTruss Design Drawing and 3.2.2 Information to fully determine all truss profiles; Truss Placement Plan on other parts of the structure, and 3.2.3 Adequate support of the Truss and all truss the effect of the structure on each Truss. bearing conditions; 3.4 Specify permanent lateral bracing where indicated by the 3.2.4 Permanent bracing design for the structure Truss Designer on the Truss Design Drawings, to prevent including the Trusses, except as provided in 3.4 buckling of the individual truss members due to design and 6.2.12. loads. The Building Designer shall specify how the permanent lateral bracing is to be anchored or restrained 3.2.5 The location, direction and magnitude of all dead to prevent lateral movement if all truss members, so and live loads applicable to eachTruss including, braced, buckle together. This shall be accomplished by: but not limited to, loads attributable to: roof, (a) anchorage to solid end walls; (b) permanent diagonal floor, partition, mechanical, fire sprinkler, attic, bracing in the plane of the web members; or (c) other storage, wind, snow drift and seismic; means when demonstrated by the Building Designer to 3.2.6 All Truss anchorage designs required to resist provide equivalent bracing. uplift, gravity, and lateral loads; . 3.2.7 Allowable vertical and horizontal deflection criteria; 4.0 CONTRACTOR RESPONSIBILITIES 4.1 Provide to the Truss Manufacturer the Construction 4.4 Provide the approved Truss Design Drawings, approved Design Documents and all revisions and supplements Truss Placement Plans, and any supplemental information thereto. provided by the Truss Manufacturer to the individual or 4.2 Review and approve the Truss Placement Plan and each organization responsible for the installation of theTrusses. Truss Design Drawing for conformance with the 4.5 Comply with the field storage, handling, installation, requirements and intent of the Construction Design permanent bracing, anchorage, connections and field Documents, and the effect of the Truss Placement Plan assembly requirements of the Construction Design and each Truss Design Drawing on other trades involved Documents. in the construction of the structure and the effect of the other trades on the Trusses. 4.6 Determine and install the temporary bracing for the structure, including the Trusses. 4.3 Coordinate the review, approval and return of each Truss Design Drawing and the Truss Placement Plan by the Owner and Building Designer. 5.0 TRUSS MANUFACTURER RESPONSIBILITIES 5.1 Communicate the design criteria from the Construction 5.3 Submit to the Contractor the Truss Placement Plan, as Design Documents to the Truss Designer. may be required, and each Truss Design Drawing for review and approval. 5.2 Where required by the Construction Design Documents, prepare theTruss Placement Plan, providing as a minimum 5.4 Manufacture the Trusses in accordance with the final the location assumed for each Truss based on the Truss approved Truss Design Drawings using the quality criteria Manufacturer's interpretation of the Construction Design for Metal Plate Connected Wood Trusses established by Documents. the ANSI /TPI 1 -1995 "National Design Standard for Metal Plate Connected Wood Truss Construction." 6.0 TRUSS DESIGNER RESPONSIBILITIES 6.1 Prepare theTruss Design Drawings in conformance with 6.2.6 Each reaction force and direction; the requirements set forth in the latest approved edition 6 2 7 Metal connector plate type, size, thickness or ofANSI/TPI 1 -1995 "National Design Standard for Metal gage, and the dimensioned location of each metal Plate Connected Wood Truss Construction." connector plate except where symmetrically 6.2 For each Truss Design Drawing, set forth as a minimum located relative to the joint interface; the following: 6.2.8 Lumber size, species, and grade for each 6.2.1 Slope or depth, span and spacing; member; 6.2.2 Location of all joints; 6.2.9 Connection Requirements for: 6.2.3 Required bearing widths; (a) Truss to Truss girder; 6.2.4 Design loads as applicable: (b) Truss ply to ply; and 6.2.4.1 Top chord live load (including snow (c) Field splices; loads); 6.2.10 Calculated deflection ratio and /or maximum 6.2.4.2 Top chord dead load; deflection for live and total load; 6.2.4.3 Bottom chord live load; 6.2.11 Maximum axial compression forces in theTruss members to enable the Building Designer to 6.2.4.4 Bottom chord dead load; design the size, connections and anchorage of 6.2.4.5 Concentrated loads and their points of the permanent continuous lateral bracing. Forces application; and may be shown on the Truss Design Drawing or on supplemental documents; and 6.2.4.6 Controlling wind and earthquake loads; 6.2.12 Required permanent Truss member bracing location. 6.2.5 Adjustments to lumber and metal connector plate design values for conditions of use; 7.0 OTHER RESPONSIBILITIES 7.1 Any party who cuts or damages a truss shall be responsible for securing the engineering required for the repair and for subsequent costs. Wood Truss Council of America's Objective WTCA is committed to promoting the common interests of all engaged in the manufacture of wood trusses and related components to ensure growth, continuity, and increased professionalism in our industry. Fundamental to this is promoting the safe, economic, and structurally sound use of trusses in all applications. ° Job Mark Quan Type Span Pl -Hl Left OH Right OH Engineering 03176 Fl 1 M100 170600 10600 0 0 LANAHAN - CARITHERS RESIDENCE HO 1 -6 -0 HO 1 -6 -0 m o m 0 1x3 B 1x3 - E 2x41' 1x31 lx311 1x3'1 1x31 1x3!1 1x3!1 lx311 1x311 1x311 1x3 1x3 + 1x3 2x4 i A S T U V W X Y Z AA BB CC DD D 1 ' 1 -6 -0 F 3x3 R Q P O N M L K J 1 H G '3x3- lx3H lx311 1x3' I 1x311 1x3'1 lx3I I 1x311 1x311 1x311 lx3H lx3H 1x3 i i7Y /7YZ7 /zl/ .z/ / z'to ZZ Tz 7717 77 Common Diagonal: 1-2-8 BC -_ _. - 17 -6 -0 { 17 -6 -0 _.. ALL PLATES ARE LOCK20 Scale: 0.250" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 102.8 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M @1ST M @2ND RUN DATE: 4- 3 -03 C -B = 28 C C -B 28 C NOTES: B -A = 56 C R -S = 156 C 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB Q -T = 128 C P -U = 135 C RIDGWAY ROOF TRUSS TOP .10 4X 2 SP - #2 1892 O -V = 133 C N -W = 134 C 2. EMPIRICAL ANALOG IS USED. BTM .00 4X 2 SP - #2 1892 M -X = 134 C L -Y = 134 C WBS .03 4X 2 SP - #3 1078 K -Z = 134 C J -AA = 134 C FABRICATOR NOTES: LUMBER STRESS INCREASE: .0% I -BB = 134 C H -CC = 132 C 1. Gary Dounson & Associates, REPETITIVE MEMBER INCREASES: G -DD = 141 C F -E = 23 C Inc. FB 15.0% FT .0% FC .0% E -D = 46 C F -E 23 C 2831 NW 41st Street Suite H Gainesville, FL 32606 LATERAL BRACING: DL +LL DEFL = .00" IN A -S (352)375 -8593 TOP CHORD - CONTINUOUS LL DEFL = .00" < BRG -SPAN /360 CA 5201 BTM CHORD - CONTINUOUS SPAN /DEFL (DL +LL) = 999 PE 35054 TRUSS SPACING - 24.0 IN. ALL CONNECTOR PLATES LOADING LIVE DEAD (PSF) TO BE MANUFACTURED BY TOP CHD 40.0 10.0 ROBBINS ENGINEERING, INC. BTM CHD .0 5.0 PLATES - 20 GAUGE LOCK TOTAL 40.0 15.0 55.0 GRIPPING 380 -200 PSI PER PAIR INCLUDES .0% INCREASE SUPPORT CRITERIA TENSION 1339- 465 PLI PER PAIR CONTINUOUS BETWEEN JNTS C & F SHEAR 784- 506 PLI PER PAIR JT TYPE PLATE SIZE X Y MEMBR CSI P(LBS) M@1S M @2ND A 4000 2.00 X 4.00 1.5 .7 TOP CHORDS B 9999 1.00 X 3.00 1.5 1.0 A -S .10 T -237 C 4001 3.00 X 3.00 3.0 CTR S -T .10 T 23 -162 D 4000 2.00 X 4.00 1.5 .7 T -U .07 T 16 -181 E 9999 1.00 X 3.00 1.5 1.0 U -V .07 T 18 -176 F 4001 3.00 X 3.00 3.0 CTR V -W .07 T 17 -178 G 1001 1.00 X 3.00 CTR CTR W -X .07 T 17 -177 H 1001 1.00 X 3.00 CTR CTR X -Y .07 T 17 -177 I 1001 1.00 X 3.00 CTR CTR Y -Z .07 T 17 -177 J 1001 1.00 X 3.00 CTR CTR Z -AA .07 T 17 -177 K 1001 1.00 X 3.00 CTR CTR AA -BB .07 T 17 -178 L 1001 1.00 X 3.00 CTR CTR BB -CC .07 T 17 -174 M 1001 1.00 X 3.00 CTR CTR CC -DD .08 T 17 -191 N 1001 1.00 X 3.00 CTR CTR DD -D .08 T 19 0 0 1001 1.00 X 3.00 CTR CTR BOTTOM CHORDS P 1001 1.00 X 3.00 CTR CTR C -R .00 T 0 Q 1001 1.00 X 3.00 CTR CTR R -Q .00 T 0 R 1001 1.00 X 3.00 CTR CTR Q -P .00 T 0 S 1001 1.00 X 3.00 CTR CTR P -O .00 T 0 T 1001 1.00 X 3.00 CTR CTR O -N .00 T 0 U 1001 1.00 X 3.00 CTR CTR N -M .00 T 0 V 1001 1.00 X 3.00 CTR CTR M -L .00 T 0 W 1001 1.00 X 3.00 CTR CTR L -K .00 T 0 X 1001 1.00 X 3.00 CTR CTR K -J .00 T 0 Y 1001 1.00 X 3.00 CTR CTR J -I .00 T 0 Z 1001 1.00 X 3.00 CTR CTR I -H .00 T 0 AA 1001 1.00 X 3.00 CTR CTR " H -G .00 T 0 BB 1001 1.00 X 3.00 CTR CTR G -F .00 T 0 CC 1001 1.00 X 3.00 CTR CTR WE S DD 1001 1.00 X 3.00 CTR CTR Robbins Engineering, Inc. /Online Plus*" 01996 -2002 Version 13.0.009 Engineering - Portrait 4/3/03 10:24:36 AM Page 1 Job I F2 Mark I 03176 I Engineering ! Quan Type Span P1 -H1 Left OH Right OH 4 M100 170600 10600 0 0 1 LANAHAN - CARITHERS RESIDENCE v HO 1 -6 -0 m HO 1 -6 -0 c m TC 0 1x3 B 1x3- E 4x4 3x5 3x3 3x3 3x3 3x3 3x5 4x4- A 0 P Q R S T D • • ....z Mr - Z.._ 3x3 • ,._.._._.,_ F N M L K I g , 3x3 4x4 3x4 3x3 1x3!. lx 311 3x3- 3x4 4xx 4 - Idyl W:600 Common Diagonal: 1 -3 -0 W:600 R: 948 R: 948 BC 17 -6 -0 -1 17 -6 -0 - - - -- ALL PLATES ARE LOCK20 Scale: 0.250" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 119.2 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M @1ST M @2ND RUN DATE: 4- 3 -03 M -P = 678 C P -L = 340 T NOTES: L -Q = 321 C K -Q = 15 T 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB J -R = 15 T R -I = 321 C RIDGWAY ROOF TRUSS TOP .38 4X 2 SP - #2 1892 I -S = 340 T S -H = 678 C 2. EMPIRICAL ANALOG IS USED. BTM .73 4X 2 SP - #2 1892 H -T = 714 T T -G = 1104 C 3. PROVIDE 2X6 CONTINUOUS WBS .47 4X 2 SP - #3 1078 G -D = 1183 T F -E = 472 C STRONGBACKS (ON EDGE) AT LUMBER STRESS INCREASE: .0% E -D = 943 C F -E = 472 C EVERY 120 ". FASTEN TO EACH REPETITIVE MEMBER INCREASES: TRUSS W/ 3 -16d NAILS. FB 15.0% FT .0% FC .0% DL +LL DEFL = .24" IN K - LL DEFL = .18" < BRG -SPAN /360 FABRICATOR NOTES: LATERAL BRACING: SPAN /DEFL (DL +LL) = 845 1. Gary Dounson & Associates, TOP CHORD - CONTINUOUS Inc. BTM CHORD - CONTINUOUS ALL CONNECTOR PLATES 2831 NW 41st Street Suite H TRUSS SPACING - 24.0 IN. TO BE MANUFACTURED BY Gainesville, FL 32606 ROBBINS ENGINEERING, INC. (352)375 -8593 LOADING LIVE DEAD (PSF) PLATES - 20 GAUGE LOCK CA 5201 TOP CHD 40.0 10.0 GRIPPING 380 -200 PSI PER PAIR PE 35054 BTM CHD .0 5.0 INCLUDES .0% INCREASE TOTAL 40.0 15.0 55.0 TENSION 1339- 465 PLI PER PAIR SHEAR 784- 506 PLI PER PAIR SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH JT TYPE PLATE SIZE X Y LBS IN -SX LBS IN -SX A 4010 4.00 X 4.00 1.5 1.5 C 948 6- 0 F 948 6- 0 B 9999 1.00 X 3.00 1.5 1.0 C 4001 3.00 X 3.00 3.0 CTR D 4010 4.00 X 4.00 1.5 1.5 MEMBR CSI P(LBS) M @1ST M @2ND E 9999 1.00 X 3.00 1.5 1.0 TOP CHORDS F 4001 3.00 X 3.00 3.0 CTR A -O .33 837 C 0 -788 G 1010 4.00 X 4.00 2.1 1.5 O -P .38 2059 C 788 -566 H 1010 3.00 X 4.00 CTR CTR P -Q .35 2743 C 566 -430 I 1010 3.00 X 3.00 CTR CTR Q -R .36 2964 C 430 -430 J 1001 1.00 X 3.00 CTR CTR R -S .35 2743 C 430 -566 K 1001 1.00 X 3.00 CTR CTR S -T .38 2059 C 566 -788 L 1010 3.00 X 3.00 CTR CTR T -D .33 837 C 788 0 M 1010 3.00 X 4.00 CTR CTR BOTTOM CHORDS N 1010 4.00 X 4.00 1.9 1.5 C -N .01 0 T 0 -13 0 1010 3.00 X 5.00 2.0 1.5 N -M .40 1579 T 13 -17 P 1010 3.00 X 3.00 CTR CTR M -L .62 2515 T 17 22 Q 1030 3.00 X 3.00 CTR CTR L -K .71 2964 T -22 50 R 1050 3.00 X 3.00 CTR CTR K -J .73 2964 T -50 50 S 1010 3.00 X 3.00 CTR CTR J -I .71 2964 T -50 22 T 1010 3.00 X 5.00 3.0 1.5 I -H .62 2515 T -22 -17 H -G .40 1579 T 17 -13 G -F .01 0 T 13 0 WEBS C -B = 472 C C -B = 472 C B -A = 943 C A -N = 1183 T N -0 = 1104 C O -M = 714 T Robbins Engineering, Inc. /Online Plus"' © 1996-2002 Version 13.0.009 Engineering - Portrait 4/3/03 10:24:37 AM Page 1 Job Mark I F3 03176 I Quan Type Span P1 -H1 Left OH Right OH Engineering 11 M100 170000 10600 0 0 t LANAHAN - CARITHERS RESIDENCE HO 1 -6 -0 m HO 1 -6 -0 0 TC'4 1x3 B 4x4_ 3x4 3x3 3x3 3x3 3x3= 3x4 4x6 - A H O P Q R S D 1-6-0 c I I L A Ik ; /A & All I h\ A L / \ - 3x3 ° , M L y K J I H G F ° 3x3 = 4x4 3x4 3x3 1x311 1x311 3x3 -- 3x4 4x4 - L W:308 Common Diagonal: 1 -3 -0 HGR R: 921 R: 935 gC 17-0-0 L } -- - - - 17 -0 -0 ALL PLATES ARE LOCK20 Scale: 0.250" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 117.9 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) MIST MQ2ND RUN DATE: 4- 3 -03 C -B = 458 C C -B = 458 C NOTES: B -A = 916 C A -M = 1144 T 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB M -N = 1067 C N -L = 677 T RIDGWAY ROOF TRUSS TOP .38 4X 2 SP - #2 1892 L -O = 642 C O -K = 300 T 2. EMPIRICAL ANALOG IS USED. BTM .68 4X 2 SP - #2 1892 K -P = 278 C J -P = 11 T 3. PROVIDE 2X6 CONTINUOUS WBS .46 4X 2 SP - #3 1078 I -Q = 11 T Q -H = 279 C STRONGBACKS (ON EDGE) AT EXCEPTIONS: H -R = 300 T R -G = 642 C EVERY 120 ". FASTEN TO EACH E -D 2 4X 2 SP - #3 1078 G -S = 678 T S -F = 1066 C TRUSS W/ 3 -16d NAILS. LUMBER STRESS INCREASE: .0% F -D = 1144 T E -D = 928 C REPETITIVE MEMBER INCREASES: FABRICATOR NOTES: FB 15.0% FT .0% FC .0% DL +LL DEFL = .22" IN O -P 1. Gary Dounson & Associates, LL DEFL = .16" < BRG -SPAN /360 Inc. LATERAL BRACING: SPAN /DEFL (DL +LL) = 902 2831 NW 41st Street Suite H TOP CHORD - CONTINUOUS Gainesville, FL 32606 .. BTM CHORD - CONTINUOUS ALL CONNECTOR PLATES (352)375 -8593 TRUSS SPACING - 24.0 IN. TO BE MANUFACTURED BY CA 5201 ROBBINS ENGINEERING, INC. PE 35054 LOADING LIVE DEAD (PSF) PLATES - 20 GAUGE LOCK TOP CHD 40.0 10.0 GRIPPING 380 -200 PSI PER PAIR BTM CHD .0 5.0 INCLUDES .0% INCREASE TOTAL 40.0 15.0 55.0 TENSION 1339- 465 PLI PER PAIR SHEAR 784- 506 PLI PER PAIR SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH JT TYPE PLATE SIZE X Y LBS IN -SX LBS IN -SX A 4010 4.00 X 4.00 1.5 1.5 C 921 3- 8 E 935 3- 8 B 9999 1.00 X 3.00 1.5 1.0 C 4001 3.00 X 3.00 3.0 CTR D 4010 4.00 X 6.00 3.0 1.5 MEMBR CSI P(LBS) MIST M ®2ND E 4001 3.00 X 3.00 3.0 CTR TOP CHORDS F 1010 4.00 X 4.00 2.4 1.5 A -N .33 809 C 0 -786 G 1010 3.00 X 4.00 CTR CTR N -O .38 1982 C 786 -582 H 1010 3.00 X 3.00 CTR CTR O -P .35 2615 C 582 -382 I 1001 1.00 X 3.00 CTR CTR P -Q .27 2806 C 382 -382 J 1001 1.00 X 3.00 CTR CTR Q -R .35 2614 C 382 -583 K 1010 3.00 X 3.00 CTR CTR R -S .38 1981 C 583 -783 L 1010 3.00 X 4.00 CTR CTR S -D .33 809 C 783 -9 M 1010 4.00 X 4.00 1.6 1.5 BOTTOM CHORDS N 1010 3.00 X 4.00 1.6 CTR C -M .01 0 T 0 -14 0 1010 3.00 X 3.00 CTR CTR M -L .38 1526 T 14 -18 P 1030 3.00 X 3.00 CTR CTR L -K .60 2413 T 18 17 Q 1050 3.00 X 3.00 CTR CTR K -J .68 2806 T -17 60 R 1010 3.00 X 3.00 CTR CTR , J -I .68 2806 T -60 59 S 1010 3.00 X 4.00 2.4 CTR I -H .68 2806 T -59 17 H -G .59 2413 T -17 -18 G -F .38 1526 T 18 -15 F -E .01 0 T 15 0 WEBS Robbins Engineering, Inc. /Online Plus"' 0 1996 -2002 Version 13.0.009 Engineering - Portrait 4/3/03 10:24:38 AM Page 1 Job Mark 03176 I F4 I Quan Type Span P1 -H1 Left OH Right OH Engineering M100 170000 10600 0 0 LANAHAN - CARITHERS RESIDENCE 2 Ni HO 1 -6 -0 m HO 1 -6 -0 0 TC'I 1x3 B lx31: 2x4'' 1x31 1x3 1x3 1x3,1 1x3 1x3' lx311 1x311 1x3!1 1x3" 1x311 CC 3x3= A R S T U V W X Y Z AA BB D . ■.�„,.. ....a 1 -6 -0 ' C 3x3 E 4 P 0 N M L K J 1 H F G ' 3x3 1x3!1 120,1 1x3 1x3'''• 1x31 1x3''. 1x311 12011 12011 1x3i1 1x3'I1x3 I /////// Z // // /_ / /Z,/ // ?Tl1ZLYLTI7 - 7. - - 1 Common Diagonal: 1 -2 -8 I BC _.. -. _ -. _._ - - - -- . - -__ 15-2-0 - - -__ _ I 1 -10 -0 ' 17 -0-0- - E ALL PLATES ARE LO 0 s Scale: 0.250" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 101.4 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) MUST M ®2ND ALL CONNECTOR PLATES RUN DATE: 4- 3 -03 H -F .00 0 T 0 0 TO BE MANUFACTURED BY F -G .00 0 T 0 0 ROBBINS ENGINEERING, INC. CSI SIZE LUMBER 1.15FB G -E .00 0 T 0 0 PLATES - 20 GAUGE LOCK TOP .25 4X 2 SP - #2 1892 WEBS GRIPPING 380 -200 PSI PER PAIR BTM .00 4X 2 SP - #2 1892 C -B = 28 C C -B = 28 C INCLUDES .0% INCREASE WBS .05 4X 2 SP - #3 1078 B -A = 56 C Q -R = 156 C TENSION 1339- 465 PLI PER PAIR EXCEPTIONS: P -S = 128 C O -T = 135 C SHEAR 784- 506 PLI PER PAIR E -D 2 4X 2 SP - #3 1078 N -U = 133 C M -V = 134 C LUMBER STRESS INCREASE: .0% L -W = 134 C K -X = 131 C JT TYPE PLATE SIZE X Y REPETITIVE MEMBER INCREASES: J -Y = 144 C I -Z = 94 C A 4000 2.00 X 4.00 1.5 .7 FB 15.0% FT .0% FC .0% H -AA = 230 C BB -F = 0 T B 9999 1.00 X 3.00 1.5 1.0 G -CC = 244 C E -D = 28 T C 4001 3.00 X 3.00 3.0 CTR LATERAL BRACING: D 4001 3.00 X 3.00 3.0 CTR TOP CHORD - CONTINUOUS DL +LL DEFL = .03" AT BB E 4001 3.00 X 3.00 3.0 CTR BTM CHORD - CONTINUOUS LL DEFL = .02" < BRG -SPAN /360 F 1001 1.00 X 3.00 CTR CTR TRUSS SPACING - 24.0 IN. SPAN /DEFL (DL +LL) = 999 G 1001 1.00 X 3.00 CTR CTR H 1001 1.00 X 3.00 CTR CTR LOADING LIVE DEAD (PSF) I 1001 1.00 X 3.00 CTR CTR TOP CHD 40.0 10.0 J 1001 1.00 X 3.00 CTR CTR BTM CHD .0 5.0 K 1001 1.00 X 3.00 CTR CTR TOTAL 40.0 15.0 55.0 L 1001 1.00 X 3.00 CTR CTR M 1001 1.00 X 3.00 CTR CTR SUPPORT CRITERIA N 1001 1.00 X 3.00 CTR CTR CONTINUOUS BETWEEN JNTS C & F 0 1001 1.00 X 3.00 CTR CTR CONTINUOUS BETWEEN JNTS C & E P 1001 1.00 X 3.00 CTR CTR Q 1001 1.00 X 3.00 CTR CTR R 1001 1.00 X 3.00 CTR CTR MEMBR CSI P(LBS) 1071ST M®2ND S 1001 1.00 X 3.00 CTR CTR TOP CHORDS T 1001 1.00 X 3.00 CTR CTR A -R .10 0 T 0 -237 U 1001 1.00 X 3.00 CTR CTR R -S .10 0 T 237 -162 V 1001 1.00 X 3.00 CTR CTR S -T .07 0 T 162 -181 W 1001 1.00 X 3.00 CTR CTR T -U .07 0 T 181 -176 X 1001 1.00 X 3.00 CTR CTR U -V .07 0 T 176 -177 Y 1001 1.00 X 3.00 CTR CTR V -W .07 0 T 177 -179 Z 1001 1.00 X 3.00 CTR CTR W -X .07 0 T 179 -171 AA 1001 1.00 X 3.00 CTR CTR X -Y .08 0 T 171 -203 BB 1001 1.00 X 3.00 CTR CTR Y -Z .08 0 T 203 -75 CC 1001 1.00 X 3.00 CTR CTR Z -AA .23 0 T 75 -577 AA -BB .23 0 T 577 465 BB -CC .25 0 T -465 -623 NOTES: CC -D .25 0 T 623 -9 1. TRUSSES MANUFACTURED BY - BOTTOM CHORDS RIDGWAY ROOF TRUSS C -Q .00 0 T 0 0 2. EMPIRICAL ANALOG IS USED. Q -P .00 0 T 0 0 P -0 .00 0 T 0 0 FABRICATOR NOTES: ' O -N .00 0 T 0 0 1. Gary Dounson & Associates, N -M .00 0 T 0 0 Inc. M -L .00 0 T 0 0 2831 NW 41st Street Suite H L -K .00 0 T 0 0 Gainesville, FL 32606 K -J .00 0 T 0 0 (352)375 -8593 J -I .00 0 T 0 0 CA 5201 I -H .00 0 T 0 0 PE 35054 Robbins Engineering, Inc. /Online Plus'. 0 1996 -2002 Version 13.0.009 Engineering - Portrait 4/3/03 10:24:40 AM Page 1 Job I Mark 03176 I Quan Type Span P1 -H1 Left OH Right OH Engineering Frs 1 M100 220400 10600 0 0 I A. LANAHAN - CARITHERS RESIDENCE x HO 1 -6 -0 TCj HO 1 -6 -0 3x5 S1 3x3 - lx311 lx311 1x31 1x3 ; 1x3 I 1x311 1x31! lx311 1x311 1x311 1x3 1x3 ;', 1x311 1x3 1x3 1 3x3 - A G I K M 0 Q S U W Y AA CC EE GG II C ` 1 -6 -0 3 3x3 ` D ■ H J L N P R T V X Z BB DD FF HH J '3x3 lx311 lx311 1x3;1 1x3 1x31 lx31 1x311 1x311 lx311 1x311 1x311 lx311 1x311 1x31 1x31 Common Diagonal: 1 -3 -0 S2 3x5 -- /a /l 7.///-77//Z7Z / / X 1 11/] - 71 _/_Z11177 - Z 77. BC 22-4-0 1 _ 22 -4-0 ALL PLATES ARE LOCK20 Scale: 0.250" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 129.2 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M ®1ST M ®2ND JJ 1001 1.00 X 3.00 CTR CTR RUN DATE: 4- 3 -03 FF -HH .00 0 T 0 0 HH -JJ .00 0 T 0 0 PLATES - 20 GAUGE LOCK CSI SIZE LUMBER 1.15F8 JJ -D .00 0 T 0 0 GRIPPING 506 -250 PSI PER PAIR TOP .13 4X 2 SP - #2 1892 WEBS INCLUDES .0% INCREASE BTM .00 4X 2 SP - #2 1892 B -A = 83 C H -G 180 C TENSION 1339- 465 PLI PER PAIR WBS .04 4X 2 SP - #3 1078 J -I = 119 C L -K = 138 C SHEAR 784- 506 PLI PER PAIR EXCEPTIONS: N -M = 133 C P -0 = 134 C B -A 2 4X 2 SP - #3 1078 R -Q = 134 C T -S = 134 C JT TYPE PLATE SIZE X Y D -C SAME AS B -A V -U = 134 C X -W = 134 C S1 1100 3.00 X 5.00 CTR .2 LUMBER STRESS INCREASE: .0% Z -Y = 134 C BB -AA= 134 C S2 1100 3.00 X 5.00 CTR .2 REPETITIVE MEMBER INCREASES: DD -CC= 133 C FF -EE= 138 C FB 15.0% FT .0% FC .0% HH -GG= 119 C JJ -II= 180 C D -C = 83 C NOTES: LATERAL BRACING: 1. TRUSSES MANUFACTURED BY - TOP CHORD - CONTINUOUS DL +LL DEFL = .01" IN A -G RIDGWAY ROOF TRUSS BTM CHORD - CONTINUOUS LL DEFL = .01" < BRG -SPAN /360 2. EMPIRICAL ANALOG IS USED. TRUSS SPACING - 24.0 IN. SPAN /DEFL (DL +LL) = 999 FABRICATOR NOTES: LOADING LIVE DEAD (PSF) ALL CONNECTOR PLATES 1. Gary Dounson & Associates, TOP CHD 40.0 10.0 TO BE MANUFACTURED BY Inc. BTM CHD .0 5.0 ROBBINS ENGINEERING, INC. 2831 NW 41st Street Suite H TOTAL 40.0 15.0 55.0 PLATES - 20 GAUGE LOCK Gainesville, FL 32606 GRIPPING 380 -200 PSI PER PAIR (352)375 -8593 SUPPORT CRITERIA INCLUDES .0% INCREASE CA 5201 CONTINUOUS BETWEEN JNTS B & D TENSION 1339- 465 PLI PER PAIR PE 35054 SHEAR . 784- 506 PLI PER PAIR MEMBR CSI P(LBS) M ®1ST M ®2ND JT TYPE PLATE SIZE X Y TOP CHORDS A 4001 3.00 X 3.00 3.0 CTR A -G .13 0 T 9 -326 B 4001 3.00 X 3.00 3.0 CTR G -I .13 0 T 326 -139 C 4001 3.00 X 3.00 3.0 CTR I -K .08 0 T 139 -187 D 4001 3.00 X 3.00 3.0 CTR K -M .08 0 T 187 -175 G 1001 1.00 X 3.00 CTR CTR 8-0 .07 0 T 175 -178 H 1001 1.00 X 3.00 CTR CTR 0 -S1 .07 0 T 178 72 I 1001 1.00 X 3.00 CTR CTR S1 -Q .07 0 T -72 -177 J 1001 1.00 X 3.00 CTR CTR Q -S .07 0 T 177 -177 K 1001 1.00 X 3.00 CTR CTR S -U .07 0 T 177 -177 L 1001 1.00 X 3.00 CTR CTR U -W .07 0 T 177 -177 M 1001 1.00 X 3.00 CTR CTR W -Y .07 0 T 177 -177 N 1001 1.00 X 3.00 CTR CTR Y -AA .07 0 T 177 -178 0 1001 1.00 X 3.00 CTR CTR AA -CC .07 0 T 178 -175 P 1001 1.00 X 3.00 CTR CTR CC -EE .08 0 T 175 -187 Q 1001 1.00 X 3.00 CTR CTR EE -GG .08 0 T 187 -139 R 1001 1.00 X 3.00 CTR CTR GG -II .13 0 T 139 -326 S 1001 1.00 X 3.00 CTR CTR II -C .13 0 T 326 -9 T 1001 1.00 X 3.00 CTR CTR BOTTOM CHORDS U 1001 1.00 X 3.00 CTR CTR B -H .00 0 T 0 0 V 1001 1.00 X 3.00 CTR CTR H -J .00 0 T 0 0 W 1001 1.00 X 3.00 CTR CTR J -L .00 0 T 0 0 X 1001 1.00 X 3.00 CTR CTR L -N .00 0 T 0 0 Y 1001 1.00 X 3.00 CTR CTR N -P .00 0 T 0 0 Z 1001 1.00 X 3.00 CTR CTR P -R .00 0 T 0 0 AA 1001 1.00 X 3.00 CTR CTR R -T .00 0 T 0 0 BB 1001 1.00 X 3.00 CTR CTR T -V .00 0 T 0 0 CC 1001 1.00 X 3.00 CTR CTR V -X .00 0 T 0 0 DD 1001 1.00 X 3.00 CTR CTR X -Z .00 0 T 0 0 SE 1001 1.00 X 3.00 CTR CTR Z -BB .00 0 T 0 0 FF 1001 1.00 X 3.00 CTR CTR BB -S2 .00 0 T 0 0 GG 1001 1.00 X 3.00 CTR CTR S2 -DD .00 0 T 0 0 KW 1001 1.00 X 3.00 CTR CTR DD -FF .00 0 T 0 0 II 1001 1.00 X 3.00 CTR CTR Robbins Engineering, Inc. /Online Rue. © 1996-2002 Version 13.0.009 Engineering - Portrait 4/3/03 10:24:41 AM Page 1 Job Mark 03176 I F6 i Quan Type Span Pl -H1 Left OH Right OH Engineering 8 M100 220400 10600 0 0 ' LANAHAN - CARITHERS RESIDENCE 1 HO 1 -6 -0 TCj HO 1 -6 -0 x 4x4 3x4 3x5 3x3 3x3 3x3 3x3- 3x4- 4x4 - A O P S1 5x6 e1 4 R S T p V C 1-6-0 VI lir \WAN" 3x3 _74 D N M L K J I H G F E 3x3 5x5. 4x4- 3x4 3x3 1x311 lx3d 3x3 = 3x4r 4x4 5x5- L l l l HGR Common Diagonal: 1 -3 -0 S2 HGR R:1228 20G -RHS -3x8_= R:1228 BC 22 -4 -0 _ - ___ _- I 22 -4 -0 b, EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.250" =1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 151.9 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) MIST M @2ND PLATES - 20 GAUGE LOCK RUN DATE: 4- 3 -03 E -D .01 0 T 3 0 GRIPPING 506 -250 PSI PER PAIR WEBS INCLUDES .0% INCREASE CSI SIZE LUMBER 1.15FB B -A = 1221 C A -N = 1558 T TENSION 1339- 465 PLI PER PAIR TOP .63 4X 2 SP - #2 1892 N -O = 1462 C O -M = 1067 T SHEAR 784- 506 PLI PER PAIR BTM .52 4X 2 SP -2400 3025 M -P = 1033 C P -L = 716 T WBS .62 4X 2 SP - #3 1078 L -Q = 682 C Q -K = 322 T JT TYPE PLATE SIZE X Y EXCEPTIONS: K -R = 303 C J -R = 14 T S1 1100 3.00 X 5.00 CTR .2 B -A 2 4X 2 SP - #3 1078 I -S = 14 T S -H = 303 C D -C SAME AS B -A H -T = 322 T T -G = 682 C PLATES - 20 GAUGE RHS LUMBER STRESS INCREASE: .0% G -U = 716 T U -F = 1033 C GRIPPING 531 -237 PSI PER PAIR REPETITIVE MEMBER INCREASES: F -V = 1067 T V -E = 1462 C INCLUDES .0% INCREASE FB 15.0% FT .0% FC .0% E -C = 1558 T D -C = 1221 C TENSION 1792- 611 PLI PER PAIR SHEAR 935- 603 PLI PER PAIR LATERAL BRACING: DL +LL DEFL = .60" IN J -I TOP CHORD - CONTINUOUS LL DEFL = .43" < BRG -SPAN /360 JT TYPE PLATE SIZE X Y BTM CHORD - CONTINUOUS SPAN /DEFL (DL+LL) = 449 S2 1100 3.00 X 8.00 CTR .2 TRUSS SPACING - 24.0 IN. ALL CONNECTOR PLATES LOADING LIVE DEAD (PSF) TO BE MANUFACTURED BY NOTES: TOP CHD 40.0 10.0 ROBBINS ENGINEERING, INC. 1. TRUSSES MANUFACTURED BY - BTM CHD .0 5.0 PLATES - 20 GAUGE LOCK RIDGWAY ROOF TRUSS TOTAL 40.0 15.0 55.0 GRIPPING 380 -200 PSI PER PAIR 2. EMPIRICAL ANALOG IS USED. INCLUDES .0% INCREASE 3. PROVIDE 2X6 CONTINUOUS SUPPORT CRITERIA TENSION 1339- 465 PLI PER PAIR STRONGBACKS (ON EDGE) AT JT REACT WIDTH JT REACT WIDTH SHEAR 784- 506 PLI PER PAIR EVERY 120 ". FASTEN TO EACH LBS IN -SX LBS IN -SX TRUSS W/ 3 -16d NAILS. B 1228 3- 8 D 1228 3- 8 JT TYPE PLATE SIZE X Y A 4010 5.00 X 6.00 3.0 1.5 FABRICATOR NOTES: B 4001 3.00 X 3.00 3.0 CTR 1. Gary Dounson & Associates, MEMBR CSI P(LBS) 2601ST MO2ND C 4010 5.00 X 6.00 3.0 1.5 Inc. TOP CHORDS D 4001 3.00 X 3.00 3.0 CTR 2831 NW 41st Street Suite H A -O .34 1102 C 9 -796 E 1010 5.00 X 5.00 2.9 1.5 Gainesville, FL 32606 O -P .44 2803 C 796 -468 F 1010 4.00 X 4.00 2.0 1.5 (352)375 -8593 P -S1 .47 3979 C 468 392 G 1010 3.00 X 4.00 CTR CTR CA 5201 S1 -Q .52 3979 C -392 -607 H 1010 3.00 X 3.00 CTR CTR PE 35054 Q -R .63 4654 C 607 -351 I 1001 1.00 X 3.00 CTR CTR R -S .58 4862 C 351 -351 J 1001 1.00 X 3.00 CTR CTR S -T .63 4654 C 351 -607 K 1010 3.00 X 3.00 CTR CTR T -U .47 3979 C 607 -468 L 1010 3.00 X 4.00 CTR CTR U -V .44 2803 C 468 -796 M 1010 4.00 X 4.00 2.0 1.5 V -C .34 1102 C 796 -9 N 1010 5.00 X 5.00 2.1 1.5 BOTTOM CHORDS 0 1010 4.00 X 4.00 2.0 1.5 B -N .01 0 T 0 -3 P 1010 3.00 X 4.00 CTR CTR N -M .23 2085 T 3 8 Q 1010 3.00 X 3.00 CTR CTR M -L .38 3497 T -8 38 R 1030 3.00 X 3.00 CTR CTR L -K .48 4437 T -38 75 S 1050 3.00 X 3.00 CTR CTR K -J .51 4862 T -75 102 T 1010 3.00 X 3.00 CTR CTR J -I .52 4862 T -102 102 U 1010 3.00 X 4.00 CTR CTR I -H .51 4862 T -102 75 V 1010 4.00 X 4.00 2.0 1.5 H -S2 .47 4437 T -75 138 S2 -G .48 4437 T -138 38 G -F .38 3497 T -38 8 F -E .23 2085 T -8 -3 Robbins Engineering, Inc. /Online Plus'. © 1996-2002 Version 13.0.009 Engineering - Portrait 4/3/03 10:24:42 AM Page 1 Span P1 -Hl Left OH Right OH Engineering Job Mark Quan Type p 0 03176 F7 7 M100 130300 10600 0 LANAHAN - CARITHERS RESIDENCE HO 1 -6 -0 HO 1 -6 -0 co 1 O TC '';t l. - - lx3 g 3x3- 9x5 3x3 3x3 1x3''' , 3x3 D 4x4 - M N 0 P �D A L fiommoommwmommmmon a` \ \ \ mo I 1 -6 -0 . E ►�,u I u��r. s 3x3 I I , ►X�,�� C ` ��u�� I H G F 3x3 R J 4x4= 4x4 3x3= 3x3= 1x3'1 3x3= L Common Diagonal: 1 -3 -0 HGR W:308 R: 728 R: 714 Be 13 -3_0 13-3-0 ALL PLATES ARE LOCR20 Scale: 0.375" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 93.7 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) MIST M @2ND RUN DATE: 4- 3 -03 G -F .30 1134 T -23 -39 NOTES: F -E .02 0 T 39 0 1. TRUSSES MAANUFACTUSED BY - CSI SIZE LUMBER 1.15FB WEBS TOP .37 4X 2 SP - #2 1892 C -B = 355 C C -B = 355 C 2. EMPIRICAL ANALOG IS USED. BTM .46 4X 2 SP - #2 1892 B -A = 709 C A -K = 854 T 3. PROVIDE 2X6 CONTINUOUS WBS .34 4X 2 SP - #3 1078 K -L = 793 C L -J = 391 T STRONGB CKS.(ONSEDGE) ATACH EXCEPTIONS: J -M = 343 C M -I = 53 T EVERY 48 T TRUSS W/ 3 -16d NAILS. E -D 2 4X 2 SP - #3 1078 I -N = 48 C H -O = - LUMBER STRESS INCREASE: .0% O -G = 393 C G -P = 390 T REPETITIVE MEMBER INCREASES: P -F = 786 C F -D = 856 T FABRICATOR NOTES: Gary Dounson & Associates, FB 15.0% 1. FT .0% FC .0% E -D = 724 C Inc. LATERAL BRACING: DL +LL DEFL = .10" AT N 2831 NW 41st Street Suite H TOP CHORD - CONTINUOUS LL DEFL = .07" < BRG -SPAN /360 Gainesville, FL 32606 BTM CHORD - CONTINUOUS SPAN /DEFL (DL +LL) = 999 (352)375 -8593 TRUSS SPACING - 24.0 IN. PE 35054 ALL CONNECTOR PLATES LOADING LIVE DEAD (PSF) TO BE MANUFACTURED BY TOP CHD 40.0 10.0 ROBBINS ENGINEERING, INC. BTM CHD .0 5.0 PLATES - 20 GAUGE LOCK TOTAL 40.0 15.0 55.0 GRIPPING 380 -200 PSI PER PAIR INCLUDES .0% INCREASE SUPPORT CRITERIA TENSION 1339- 465 PLI PER PAIR JT REACT WIDTH JT REACT WIDTH SHEAR 784- 506 PLI PER PAIR LBS IN -SX LBS IN -SX C 714 3- 8 E 728 3- 8 JT TYPE PLATE SIZE X Y A 4010 4.00 X 4.00 1.5 1.5 B 9999 1.00 X 3.00 1.5 1.0 MEMBR CSI P(LBS) M @1ST M @2ND C 4001 3.00 X 3.00 3.0 CTR TOP CHORDS D 4010 4.00 X 5.00 3.0 1.5 A -L .35 604 C 0 -842 E 4001 3.00 X 3.00 3.0 CTR L -M .37 1401 C 842 -403 F 1010 4.00 X 4.00 2.0 1.5 M -N .20 1667 C 403 214 G 1010 3.00 X 3.00 CTR CTR N -0 .27 1667 C -214 -569 H 1001 1.00 X 3.00 CTR CTR O -P .36 1396 C 569 -821 I 1030 3.00 X 3.00 CTR CTR P -D .34 606 C 821 -9 J 1010 3.00 X 3.00 CTR CTR BOTTOM CHORDS K 1010 4.00 X 4.00 2.0 1.5 C -K .01 0 T 0 -4 L 1010 3.00 X 3.00 CTR CTR K -J .30 1138 T 4 -81 M 1010 3.00 X 3.00 CTR CTR J -I .45 1631 T 81 168 N 1001 1.00 X 3.00 CTR CTR I -H .46 1667 T -168 -182 0 1050 3.00 X 3.00 CTR CTR H -G .46 1667 T 182 23 P 1010 3.00 X 3.00 CTR CTR Robbins Engineering. Inc /Online Plus T" ®1996 -2002 Version 13.0.009 Engineering - Portrait 4/3/03 10:24:44 AM Page 1 Job Mark Quan Type Span P1 -Hi Left OH Right OH Engineering 03176 I F8 I i Mioo 90400 10600 0 0 ,, LANAHAN - CARITHERS RESIDENCE HO 1 -6 -0 HO 1 -6 -0 T3I x5 3x3 1x3 lx3!1 3x3 3x5 A 1 J K L C O _ m O 1 - 6 -0 \ / _ B - 1 \BP 3x3= 3x3_ E H G Lt 3x3 3x3- 3x3 3x3- Common Diagonal: 1 -3 -0 i] H HGR HGR R: 513 R: 513 9 4 -0 -- - -- -- BCi -- r } ALL PLATES ARE LOCK20 Scale: 0.500" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 69.4 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M @1ST M @2ND RUN DATE: 4- 3 -03 E -D .02 0 T 39 0 NOTES: WEBS 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB B -A = 508 C A -H = 548 T RIDGWAY ROOF TRUSS TOP .31 4X 2 SP - #2 1892 H -I = 493 C I -G = 136 T 2. EMPIRICAL ANALOG IS USED. BTM .20 4X 2 SP - #2 1892 G -J = 80 C F -K = 80 C WBS .22 4X 2 SP - #3 1078 F -L = 136 T L -E = 493 C FABRICATOR NOTES: EXCEPTIONS: E -C = 548 T D -C = 508 C 1. Gary Dounson & Associates, B -A 2 4X 2 SP - #3 1078 Inc. - D -C SAME AS B -A DL +LL DEFL = .05" IN L -C 2831 NW 41st Street Suite H LUMBER STRESS INCREASE: .0% LL DEFL = .04" < BRG -SPAN /360 Gainesville, FL 32606 REPETITIVE MEMBER INCREASES: SPAN /DEFL (DL +LL) = 999 (352)375 -8593 FB 15.0% FT .0% FC .0% CA 5201 ALL CONNECTOR PLATES PE 35054 LATERAL BRACING: TO BE MANUFACTURED BY TOP CHORD - CONTINUOUS ROBBINS ENGINEERING, INC. BTM CHORD - CONTINUOUS PLATES - 20 GAUGE LOCK TRUSS SPACING - 24.0 IN. GRIPPING 380 -200 PSI PER PAIR INCLUDES .0% INCREASE LOADING LIVE DEAD (PSF) TENSION 1339- 465 PLI PER PAIR TOP CHD 40.0 10.0 SHEAR 784- 506 PLI PER PAIR BTM CHD .0 5.0 TOTAL 40.0 15.0 55.0 JT TYPE PLATE SIZE X Y A 4010 3.00 X 5.00 3.0 CTR SUPPORT CRITERIA B 4001 3.00 X 3.00 3.0 CTR JT REACT WIDTH JT REACT WIDTH C 4010 3.00 X 5.00 3.0 CTR LBS IN -SX LBS IN -SX D 4001 3.00 X 3.00 3.0 CTR B 513 3- 8 D 513 2- 0 E 1010 3.00 X 3.00 CTR CTR F 1050 3.00 X 3.00 CTR CTR G 1030 3.00 X 3.00 CTR CTR MEMBR CSI P(LBS) M @1ST M @2ND H 1010 3.00 X 3.00 CTR CTR TOP CHORDS I 1010 3.00 X 3.00 CTR CTR A -I .30 388 C 9 -740 J 1001 1.00 X 3.00 CTR CTR 1 -J .31 812 C 740 -9 K 1001 1.00 X 3.00 CTR CTR J -K .10 812 C 9 -9 L 1010 3.00 X 3.00 CTR CTR K -L .31 812 C 9 -740 L -C .30 388 C 740 -9 BOTTOM CHORDS B -H .02 0 T 0 -40 H -G .19 719 T 40 -21 G -F .20 812 T 21 -21 F -E .19 719 T 21 -39 Robbins Engineering, Inc. /Online Plus"' © 1996-2002 Version 13.0.009 Engineering - Portrait 4/3/03 10:24:45 AM Page 1 - Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03176 I F9 I 1 M100 141000 10600 0 0 LANAHAN - CARITHERS RESIDENCE HO 1 -6 -0 HO 1-6-0 0 HI TC 1x3 D 3x5 1x3 3x31' 1x311 1x311 1x3 1x311 lx311 1x3 '.I 1x311 1x3' 2x411 A Q G R S T U V W X Y C 1 -6 -0 E B - 3x3= 3x3- P F 0 N M L K J I H 3x3 3x3H 1x3 1 lx3H 1x311 1x311 lx3 ! I 1x3'' 1x311 1x31', p F -L./ 7 / / '-1__/._1.1_L1 /1__ /_1L1�1� Li CD: 1 -2 -8 HGR R: 142 CD: 1 -3 -0 BC 3 - 0 - 0 I 11-10-0 10 -0 G1 14-10-0 ALL PLATES ARE LOCK20 Scale: 0.250" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 94.2 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M®1ST M ®2ND RUN DATE: 4- 3 -03 J -I .00 0 T 0 0 NOTES: I -H .00 0 T 0 0 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB H -E .00 0 T 0 0 RIDGWAY ROOF TRUSS TOP .24 4X 2 SP - #2 1892 WEBS 2. EMPIRICAL ANALOG IS USED. BTM .22 4X 2 SP - #2 1892 B -A = 103 C A -P = 0 T 3. SHIM EACH BEARING WALL AS WBS .03 4X 2 SP - #3 1078 P -Q = 73 C F -G = 226 C REQUIRED TO INSURE FULL EXCEPTIONS: O -R = 98 C N -S = 144 C BEARING CONTACT WITH B -A 2 4X 2 SP - #3 1078 M -T = 131 C L -U = 134 C TRUSS. F -G SAME AS B -A K -V = 134 C J -W = 133 C LUMBER STRESS INCREASE: .0% I -X = 136 C H -Y = 128 C FABRICATOR NOTES: REPETITIVE MEMBER INCREASES: D -C = 36 C E -D = 18 C 1. Gary Dounson & Associates, FB 15.0% FT .0% FC .0% E -D = 18 C Inc. 2831 NW 41st Street Suite H LATERAL BRACING: DL +LL DEFL = .03" AT Q Gainesville, FL 32606 TOP CHORD - CONTINUOUS LL DEFL = .02" < BAG-SPAN/360 (352)375 -8593 BTM CHORD - CONTINUOUS SPAN /DEFL (DL +LL) = 999 CA 5201 TRUSS SPACING - 24.0 IN. PE 35054 ALL CONNECTOR PLATES LOADING LIVE DEAD (PSF) TO BE MANUFACTURED BY TOP CHD 40.0 10.0 ROBBINS ENGINEERING, INC. BTM CHD .0 5.0 PLATES - 20 GAUGE LOCK TOTAL 40.0 15.0 55.0 GRIPPING 380 -200 PSI PER PAIR INCLUDES .0% INCREASE SUPPORT CRITERIA TENSION 1339- 465 PLI PER PAIR JT REACT WIDTH JT REACT WIDTH SHEAR 784- 506 PLI PER PAIR LBS IN -SX LBS IN -SX B 142 3- 8 JT TYPE PLATE SIZE X Y CONTINUOUS BETWEEN JNTS F & E A 4010 3.00 X 5.00 3.0 CTR B 4001 3.00 X 3.00 3.0 CTR C 4000 2.00 X 4.00 1.5 .7 MEMBR CSI P(LBS) M®1ST M ®2ND D 9999 1.00 X 3.00 1.5 1.0 TOP CHORDS E 4001 3.00 X 3.00 3.0 CTR A -Q .19 0 T 9 309 F 1001 3.00 X 3.00 CTR CTR Q -G .24 0 T -309 -596 G 1001 3.00 X 3.00 CTR CTR G -R .24 0 T 596 -78 H 1001 1.00 X 3.00 CTR CTR R -S .08 0 T 78 -202 I 1001 1.00 X 3.00 CTR CTR S -T .08 0 T 202 -171 J 1001 1.00 X 3.00 CTR CTR T -U .07 0 T 171 -179 K 1001 1.00 X 3.00 CTR CTR U -V .07 0 T 179 -177 L 1001 1.00 X 3.00 CTR CTR V -W .07 0 T 177 -176 M 1001 1.00 X 3.00 CTR CTR W -X .07 0 T 176 -182 N 1001 1.00 X 3.00 CTR CTR X -Y .07 0 T 182 -158 0 1001 1.00 X 3.00 CTR CTR Y -C .06 0 T 158 0 P 1030 3.00 X 3.00 CTR CTR BOTTOM CHORDS Q 1001 1.00 X 3.00 CTR CTR B -P .22 0 T 0 541 R 1001 1.00 X 3.00 CTR CTR P -F .22 0 T -541 -418 S 1001 1.00 X 3.00 CTR CTR F -0 .17 0 T 418 114 T 1001 1.00 X 3.00 CTR CTR O -N .05 0 T -114 -30 U 1001 1.00 X 3.00 CTR CTR N -M .01 0 T 30 8 V 1001 1.00 X 3.00 CTR CTR M -L .00 0 T -8 -2 W 1001 1.00 X 3.00 CTR CTR L -K .00 0 T 2 0 X 1001 1.00 X 3.00 CTR CTR K -J .00 0 T 0 0 Y 1001 1.00 X 3.00 CTR CTR Robbins Engineering, Inc. /Online Plus'. ®1996.2002 Version 13.0.009 Engineering - Portrait 4/3/03 10:24:46 AM Page 1 Job Mark Quan Type Span 1 -H1 Left OH Right OH Engineering 03176 I F10 5 M100 141000 10600 0 0 I LANAHAN - CARITHERS RESIDENCE HO 1 -6 -0 HO 1 -6 -0 m o I 1x3 B 3x4 3x3 lx311 lx311 3x3 3x4- 4x5 4x4 A L M N 0 P 4 D _ r •" 1 -6 -0 I C i\ �► I ... E 3x3 3x3 ll R J I H G F 4x4 3x3= 3x3 3x3- 3x3= 4x4= 1 Common Diagonal: 1 -3 -0 L HGR R : W:308 802 R: 815 R: BC' 14 -10 -0 14 -10 -0 C' , ALL PLATES ARE LOCK20 Scale: 0.375" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 103.0 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M @1ST M @2ND RUN DATE: 4- 3 -03 G -F .33 1303 T 30 -17 NOTES: F -E .01 0 T 17 0 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB WEBS RIDGWAY ROOF TRUSS TOP .39 4X 2 SP - #2 1892 C -B = 399 C C -B = 399 C 2. EMPIRICAL ANALOG IS USED. BTM .51 4X 2 SP - #2 1892 B -A = 797 C A -K = 979 T 3. PROVIDE 2X6 CONTINUOUS WBS .39 4X 2 SP - #3 1078 K -L = 909 C L -J = 502 T STRONGBACKS (ON EDGE) AT EXCEPTIONS: J -M = 465 C M -I = 222 T EVERY 120 ". FASTEN TO EACH E -D 2 4X 2 SP - #3 1078 I -N = 141 C H -O = 141 C TRUSS W/ 3 -16d NAILS. LUMBER STRESS INCREASE: .0% H -P = 222 T P -G = 466 C REPETITIVE MEMBER INCREASES: G -Q = 502 T Q -F = 909 C FABRICATOR NOTES: FB 15.0% FT .0% FC .0% F -D = 979 T E -D = 809 C 1. Gary Dounson & Associates, Inc. LATERAL BRACING: DL +LL DEFL = .14" IN N -O 2831 NW 41st Street Suite H TOP CHORD - CONTINUOUS LL DEFL = .10" < BRG -SPAN /360 Gainesville, FL 32606 BTM CHORD - CONTINUOUS SPAN /DEFL (DL+LL) = 999 (352)375 -8593 TRUSS SPACING - 24.0 IN. CA 5201 ALL CONNECTOR PLATES PE 35054 LOADING LIVE DEAD (PSF) TO BE MANUFACTURED BY TOP CHD 40.0 10.0 ROBBINS ENGINEERING, INC. BTM CHD .0 5.0 PLATES - 20 GAUGE LOCK TOTAL 40.0 15.0 55.0 GRIPPING 380 -200 PSI PER PAIR INCLUDES .0% INCREASE SUPPORT CRITERIA TENSION 1339- 465 PLI PER PAIR JT REACT WIDTH JT REACT WIDTH SHEAR 784- 506 PLI PER PAIR LBS IN -SX LBS IN -SX C 802 3- 8 E 815 3- 8 JT TYPE PLATE SIZE X Y A 4010 4.00 X 4.00 1.5 1.5 B 9999 1.00 X 3.00 1.5 1.0 MEMBR CSI P(LBS) M @1ST M @2ND C 4001 3.00 X 3.00 3.0 CTR TOP CHORDS D 4010 4.00 X 5.00 3.0 1.5 A -L .35 693 C 0 -855 E 4001 3.00 X 3.00 3.0 CTR L -M .39 1641 C 855 -327 F 1010 4.00 X 4.00 2.0 1.5 M -N .25 2107 C 327 -160 G 1010 3.00 X 3.00 CTR CTR N -O .24 2107 C 160 -161 H 1050 3.00 X 3.00 CTR CTR 0 -P .25 2107 C 161 -327 I 1030 3.00 X 3.00 CTR CTR p -Q .39 1641 C 327 -853 J 1010 3.00 X 3.00 CTR CTR Q -D .35 692 C 853 -9 K 1010 4.00 X 4.00 2.0 1.5 BOTTOM CHORDS L 1010 3.00 X 4.00 CTR CTR C -K .01 0 T 0 -16 M 1010 3.00 X 3.00 CTR CTR K -J .33 1304 T 16 -31 N 1001 1.00 X 3.00 CTR CTR J -I .49 1954 T 31 9 0 1001 1.00 X 3.00 CTR CTR I -H .51 2107 T -9 9 P 1010 3.00 X 3.00 CTR CTR H -G .49 1954 T -9 -30 Q 1010 3.00 X 4.00 CTR CTR Robbins Engineering, Inc. /Online Plus. ®1996 -2002 Version 13.0.009 Engineering - Portrait 4/3/03 10:24:47 AM Page 1 m- - o z n Q N a 0 co M z 7, O Q W C7 O — J O • C M C U O U U ii co U U N L cz �- � z xaar�^�.� . sue �I ' u mu r4 � I . lalk___ - di mu o 0 —;b o 6 O U � I I Im� - - - - -- N n N to U Q0 NO cn O � � — � Q a 11I h tiui 1 I J W Illailelliirlialmu pe as w � 9� o m m� -m AEI 1 c l A t 1 .......mow■ 1 1 , I o -` ', r ! H Ii _ ::jr . Ilk-Y":i U (EI Z?J a � �`. .u:�xs �a ae wcxm rax: -� e w k ov : M. , v ov_ A, 10111 : S? W a ac 521 ®� e.�rw ew - — - --- KM 9� _� BEM 1.1...sk - 1, - ``� 0 " OEM 1111 liNE J. - 9 ' ,� = W cc a �� n lerr i - . : - zip to 1 .7 1 wa ' n u�rec � . Iil. ' ' 1..... , ., k .1 < < 0 v v� D K K oL K .2 K oL oL oL - in � ___ AIIIIREA____ ► Ai A I :. Vow= M 0 N N O Q a N a y m N. 0 , Y1 i ri,11-1.1111. r fit t, t, 7, I, I, 1, 4 / ► \ \' ► r \ '► ► 0, 0 O 04 N O 4 Q a H W C i d n n M 0 Job Mark Quan Type Span P1 -Hi Left OH Right OH Engineering 03177 R1 1 1 HIPP 150000 7 0 0 LANAHAN - CARITHERS RESIDENCE HO HO 6 -10 O 6 -10 0 0 0 0 TC, 7 -0 -0 1 ' - I- 7-0-0 i 5x5 5x5 B C • • 1 4 -7 -10 4x5 4x5 =- D A I O r. • vr - -.-'' F L:280280 2x411D:2D7297.9 W:600 E W:600 2x4'1 R:1113 R:1113 U: 569 U: 569 1 BC 15-0-0 r . 15 -0 -0 - By ALL PLATES ARE LOCK20 Scale: 0.250" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 78.7 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M @1ST M @2ND RUN DATE: 4- 2 -03 TOP CHORDS NOTES: A -B .58 1561 C 3111 -630 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER FB B -C .22 1334 C 1087 -1086 RIDGWAY ROOF TRUSS TOP .58 2X 4 SP - #2 1500 C -D .58 1561 C 630 -3111 2. EMPIRICAL ANALOG IS USED. BTM .57 2X 4 SP - #2 1500 BOTTOM CHORDS 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .19 2X 4 SP - #3 850 A -F .57 1334 T 1878 61 TRUSS IS DESIGNED AS A WDG @A 2X 4 SP - #2 F -E .27 1334 T -61 61 MAIN WIND -FORCE RES SYSTEM WDG @D 2X 4 SP - #2 E -D .57 1334 T -61 -1878 FOR EXTERIOR ZONE MLO CATION WEBS WIND LATERAL BRACING: F -B = 580 T E -C = 580 T MEAN ROOF HEIGHT - 12' TOP CHORD - CONTINUOUS EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS DL +LL DEFL = .12" IN A -B OCCUPANCY FACTOR - 1.00 TRUSS SPACING - 24.0 IN. LL DEFL = .06" < BRG -SPAN /240 ENCLOSED BUILDING. SPAN /DEFL (DL +LL) = 999 TC DEAD LOAD = 7.0 PSF UNIFORM LOADING BC DEAD LOAD = 3.0 PSF LUMBER STRESS INCREASE: 25.0% ALL CONNECTOR PLATES 4. FASTEN TRUSS TO BRG A PLATE STRESS INCREASE: 25.0% TO BE MANUFACTURED BY FOR 569 LBS OF UPLIFT, UNI. LDG. LIVE DEAD (PSF) ROBBINS ENGINEERING, INC. WHILE PERMITTING NO OR UPW TOP CHD 20.0 7.0 PLATES - 20 GAUGE LOCK BTM CHD .0 10.0 GRIPPING 530 -287 PSI PER PAIR 5. FASTEN TRUSS TO BRG D TOTAL 20.0 17.0 37.0 INCLUDES 25.0% INCREASE FOR 569 LBS OF UPLIFT, TENSION 1308- 462 PLI PER PAIR WHILE PERMITTING NO UPWARD GIRDER LOADING SHEAR 763- 500 PLI PER PAIR MOVEMENT OF WALL OR BRG. LUMBER STRESS INCREASE: 25.0% 6. GIRDER CONDITION: PLATE STRESS INCREASE: 25.0% JT TYPE PLATE SIZE X Y STEP DOWN HIP GIRDER WITH GRD. LDG. LIVE DEAD (PLF) A 2002 4.00 X 5.00 1.6 1.6 KING - JACKS. TOP CHD 40.0 14.0 B 5101 5.00 X 5.00 1.7 CTR OPEN FACE COMMON JACKS. BTM CHD .0 20.0 C 5101 5.00 X 5.00 1.7 CTR GIRDER SETBACK 7.00 ft. TOTAL 40.0 34.0 74.0 D 2002 4.00 X 5.00 1.6 1.6 EXCEPTIONS: E 1001 2.00 X 4.00 CTR CTR FABRICATOR NOTES: B -C 90.0 31.6 F 1001 2.00 X 4.00 CTR CTR 1. Gary Dounson & Associates, F -E .0 45.0 Inc. CONCENTRATED LOADS (LBS) 2831 NW 41st Street Suite H F 280 (LIVE) Gainesville, FL 32606 F 237 (DEAD) (352)375 -8593 E 280 (LIVE) CA 5201 E 237 (DEAD) PE 35054 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX A 1113 6- 0 D 1113 6- 0 LEFT RIGHT HEEL 2IN - 9SX 2IN - 9SX Robbins Engineering, Inc. /Online Plus" ® 1996 -2002 Version 13.0.009 Engineering - Portrait 412103 2:35:35 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R2 36 JACK 70000 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 4 -7 -10 TC' -I B 1 7 I D W:108 i R: 168 4 -7 -10 U: 227 3x5 A EMMOMMOIMMIIIMMIIIIMMOMOMMOMMIMP C J C I' W:108 W:108 R: 263 R: 85 U: 72 U: 24 BCi 7 -0 -0 .'3 7 -0 -0 - 1= - --1 ALL PLATES ARE LOCK20 Scale: 0.375" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 28.9 LBS Online Plus -- Version 13.0.009 DL +LL DEFL = .36" AT D RUN DATE: 4- 2 -03 LL DEFL = .02" < BRG -SPAN /240 NOTES: DL +LL HORZ = .26" AT D 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB SPAN /DEFL (DL +LL) = 241 RIDGWAY ROOF TRUSS TOP .50 2X 4 SP - #2 1720 2. EMPIRICAL ANALOG IS USED. BTM .43 2X 4 SP - #2 1720 ALL CONNECTOR PLATES 3. WIND LOADS - ANSI /ASCE 7 -98 REPETITIVE MEMBER INCREASES: TO BE MANUFACTURED BY TRUSS IS DESIGNED AS A FB 15.0% FT .0% FC .0% ROBBINS ENGINEERING, INC. MAIN WIND -FORCE RES SYSTEM PLATES - 20 GAUGE LOCK FOR EXTERIOR ZONE LOCATION LATERAL BRACING: GRIPPING 530 -287 PSI PER PAIR WIND SPEED - 120 MPH TOP CHORD - CONTINUOUS INCLUDES 25.0% INCREASE MEAN ROOF HEIGHT - 12' BTM CHORD - CONTINUOUS TENSION 1308- 462 PLI PER PAIR EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. SHEAR 763- 500 PLI PER PAIR OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. STANDARD LOADING JT TYPE PLATE SIZE X Y TC DEAD LOAD = 7.0 PSF LUMBER STRESS INCREASE: 25.0% A 2001 3.00 X 5.00 1.6 2.0 BC DEAD LOAD = 3.0 PSF PLATE STRESS INCREASE: 25.0% B 4. ANCHOR TRUSS FOR A TOTAL LOADING LIVE DEAD (PSF) C HORIZONTAL LOAD OF 264 LBS. TOP CHD 20.0 7.0 D 5. FASTEN TRUSS TO BRG A BTM CHD .0 10.0 FOR 72 LBS OF UPLIFT, TOTAL 20.0 17.0 37.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH 6. FASTEN TRUSS TO BRG B LBS IN -SX LBS IN -SX FOR 227 LBS OF UPLIFT, A 263 1- 8 B 168 1- 8 WHILE PERMITTING NO UPWARD C 85 1- 8 MOVEMENT OF WALL OR BRG. LEFT RIGHT FABRICATOR NOTES: HEEL 2IN - 9SX 1. Gary Dounson & Associates, Inc. MEMBR CSI P(LBS) M @1ST M @2ND 2831 NW 41st Street Suite H TOP CHORDS Gainesville, FL 32606 A -D .49 151 C -2070 -4044 (352)375 -8593 D -B .50 127 C 4044 0 CA 5201 BOTTOM CHORDS PE 35054 A -C .43 0 T -1479 0 WEBS Robbins Engineering, Inc. /Online Plus T" ® 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:35:36 PM Page 1 Job Mark Quan Type Span Pl -Hl Left OH Right OH Engineering 03177 R3 11 KING 91013 4.95 0 0 LANAHAN - CARITHERS RESIDENCE 9 HO 6 -5 HO 4 -7 -5 TC I 9 -10 -13 i B 4.95 2x4:: D W:108 4 -7 -5 A4 R. 225 _.agiggilihihhi._ • U: 197 i 3x5 A 1 C C 2x4 W:808 W:108 R: 343 R: 378 U: 171 U: 118 BC 9 -10 -13 -1 9 -10 -13 ALL PLATES ARE LOCK20 Scale: 0.375" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 48.9 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M@1ST MQ2ND RUN DATE: 4- 2 -03 TOP CHORDS NOTES: A -D .44 523 C -1222 -2774 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER FB D -B .48 9 C 2774 0 RIDGWAY ROOF TRUSS TOP .48 2X 4 SP - #2 1500 BOTTOM CHORDS 2. EMPIRICAL ANALOG IS USED. BTM .66 2X 4 SP - #2 1500 A -C .66 515 T 2719 0 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .33 2X 4 SP - #3 850 WEBS TRUSS IS DESIGNED AS A D -C = 570 C MAIN WIND -FORCE RES SYSTEM LATERAL BRACING: FOR EXTERIOR ZONE LOCATION TOP CHORD - CONTINUOUS DL +LL DEFL = .35" IN A -C WIND SPEED - 120 MPH BTM CHORD - CONTINUOUS LL DEFL = .00" < BRG -SPAN /240 MEAN ROOF HEIGHT - 12' TRUSS SPACING - 24.0 IN. SPAN /DEFL (DL +LL) = 358 EXPOSURE CATEGORY - C OCCUPANCY FACTOR - 1.00 UNIFORM LOADING ALL CONNECTOR PLATES ENCLOSED BUILDING. LUMBER STRESS INCREASE: 25.0% TO BE MANUFACTURED BY TC DEAD LOAD = 7.0 PSF PLATE STRESS INCREASE: 25.0% ROBBINS ENGINEERING, INC. BC DEAD LOAD = 3.0 PSF UNI. LDG. LIVE DEAD (PSF) PLATES - 20 GAUGE LOCK 4. FASTEN TRUSS TO BRG A TOP CHD 20.0 7.0 GRIPPING 530 -287 PSI PER PAIR FOR 171 LBS OF UPLIFT, BTM CHD .0 10.0 INCLUDES 25.0% INCREASE WHILE PERMITTING NO UPWARD TOTAL 20.0 17.0 37.0 TENSION 1308- 462 PLI PER PAIR MOVEMENT OF WALL OR BRG. SHEAR 763- 500 PLI PER PAIR 5. FASTEN TRUSS TO BRG B GIRDER LOADING FOR 197 LBS OF UPLIFT, LUMBER STRESS INCREASE: 25.0% JT TYPE PLATE SIZE X Y WHILE PERMITTING NO UPWARD PLATE STRESS INCREASE: 25.0% A 2001 3.00 X 5.00 2.4 2.0 MOVEMENT OF WALL OR BRG. GRD. LDG. LIVE DEAD (PLF) B 6. FASTEN TRUSS TO BRG C TOP CHD 40.0 14.0 C 4594 2.00 X 4.00 2.0 1.0 FOR 118 LBS OF UPLIFT, BTM CHD .0 20.0 D 1001 2.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD TOTAL 40.0 34.0 74.0 MOVEMENT OF WALL OR BRG. EXCEPTIONS: 7. GIRDER CONDITION: LINEAR VARIATION KING JACK GIRDER. ALONG A -B TIE -IN JACKS ON TOP &BTM. AT A .0 .0 GIRDER SETBACK 7.00 ft. AT B 99.0 34.6 LINEAR VARIATION FABRICATOR NOTES: ALONG A -C 1. Gary Dounson & Associates, AT A .0 .0 Inc. AT C .0 49.6 2831 NW 41st Street Suite H SUPPORT CRITERIA Gainesville, FL 32606 JT REACT WIDTH JT REACT WIDTH (352)375 -8593 LBS IN -SX LBS IN -SX CA 5201 A 343 8- 8 B 225 1- 8 PE 35054 C 378 1- 8 LEFT RIGHT HEEL 2IN - 8SX Robbins Engineering, Inc. /Online Plus"' 01996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:35:38 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R4 30 JACK1 10007 7 0 0 LANAHAN - CARITHERS RESIDENCE HU060. -14 TC,_ 1- 0 -7I I_ 7'. B 4 3x5 A 1 -1 -14 p.. .0111101, c x r �� 1 /� W 08 R• 21 1 IU. 35 1 I W:600 W:108 R: 43R: 11 U: 2U: 10 1 BC 1 -0 -7 1- 0 -7 rJ ALL PLATES ARE LOCK20 Scale: 0.500" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 4.5 LBS Online Plus -- Version 13.0.009 ALL CONNECTOR PLATES RUN DATE: 4- 2 -03 TO BE MANUFACTURED BY NOTES: ROBBINS ENGINEERING, INC. 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB PLATES - 20 GAUGE LOCK RIDGWAY ROOF TRUSS TOP .01 2X 4 SP - #2 1720 GRIPPING 530 -287 PSI PER PAIR 2. EMPIRICAL ANALOG IS USED. BTM .01 2X 4 SP - #2 1720 INCLUDES 25.0% INCREASE 3. WIND LOADS - ANSI /ASCE 7 -98 REPETITIVE MEMBER INCREASES: TENSION 1308- 462 PLI PER PAIR TRUSS IS DESIGNED AS A FB 15.0% FT .0% FC .0% SHEAR 763- 500 PLI PER PAIR MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION LATERAL BRACING: JT TYPE PLATE SIZE X Y WIND SPEED - 120 MPH TOP CHORD - CONTINUOUS A 2001 3.00 X 5.00 1.6 2.0 MEAN ROOF HEIGHT - 12' BTM CHORD - CONTINUOUS B EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. C OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. STANDARD LOADING TC DEAD LOAD = 7.0 PSF LUMBER STRESS INCREASE: 25.0% BC DEAD LOAD = 3.0 PSF PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) FABRICATOR NOTES: TOP CHD 20.0 7.0 1. Gary Dounson & Associates, BTM CHD .0 10.0 Inc. TOTAL 20.0 17.0 37.0 2831 NW 41st Street Suite H SUPPORT CRITERIA Gainesville, FL 32606 JT REACT WIDTH JT REACT WIDTH (352)375 -8593 LBS IN -SX LBS IN -SX CA 5201 A 43 6- 0 B 21 1- 8 PE 35054 C 11 1- 8 LEFT RIGHT HEEL 2IN - 9SX MEMBR CSI P(LBS) MIST MO2ND TOP CHORDS A -B .01 21 C 54 0 BOTTOM CHORDS A -C .01 0 T -32 0 WEBS SPAN /DEFL (DL +LL) = 999 Robbins Engineering, Inc. /Online Plus'. © 1996-2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:35:40 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R5 30 JACK1 30007 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 2 -3 -14 TC, 3 ._._.._.__.. -_ -J 7 1 D X 2 -3 -14 3x5 1 A W:108 00 L J 00 C / ` 1 i W:600 W:108 R: 117 R: 36 U: 25 U: 15 BC, 3 -0 -7 3 -0 -7 f =t ALL PLATES ARE LOCK20 Scale: 0.500" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 12.7 LBS Online Plus -- Version 13.0.009 DL +LL DEFL = .01" AT D RUN DATE: 4- 2 -03 LL DEFL = .00" < BRG -SPAN /240 NOTES: SPAN /DEFL (DL +LL) = 999 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB RIDGWAY ROOF TRUSS TOP .10 2X 4 SP - #2 1720 ALL CONNECTOR PLATES 2. EMPIRICAL ANALOG IS USED. BTM .09 2X 4 SP - #2 1720 TO BE MANUFACTURED BY 3. WIND LOADS - ANSI /ASCE 7 -98 REPETITIVE MEMBER INCREASES: ROBBINS ENGINEERING, INC. TRUSS IS DESIGNED AS A FB 15.0% FT .0% FC .0% PLATES - 20 GAUGE LOCK MAIN WIND -FORCE RES SYSTEM GRIPPING 530 -287 PSI PER PAIR FOR EXTERIOR ZONE LOCATION LATERAL BRACING: INCLUDES 25.0% INCREASE WIND SPEED - 120 MPH TOP CHORD - CONTINUOUS TENSION 1308- 462 PLI PER PAIR MEAN ROOF HEIGHT - 12' BTM CHORD - CONTINUOUS SHEAR 763- 500 PLI PER PAIR EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. OCCUPANCY FACTOR - 1.00 JT TYPE PLATE SIZE X Y ENCLOSED BUILDING. STANDARD LOADING A 2001 3.00 X 5.00 1.6 2.0 TC DEAD LOAD = 7.0 PSF LUMBER STRESS INCREASE: 25.0% B BC DEAD LOAD = 3.0 PSF PLATE STRESS INCREASE: 25.0% C 4. ANCHOR TRUSS FOR A TOTAL LOADING LIVE DEAD (PSF) D HORIZONTAL LOAD OF 111 LBS. TOP CHD 20.0 7.0 5. FASTEN TRUSS TO BRG B BTM CHD .0 10.0 FOR 100 LBS OF UPLIFT, TOTAL 20.0 17.0 37.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX FABRICATOR NOTES: A 117 6- 0 B 71 1- 8 1. Gary Dounson & Associates, C 36 1- 8 Inc. 2831 NW 41st Street Suite H LEFT RIGHT Gainesville, FL 32606 HEEL 2IN - 9SX (352)375 -8593 CA 5201 MEMBR CSI P(LBS) M ®1ST M®2ND PE 35054 TOP CHORDS A -D .09 66 C -147 -786 D -B .10 56 C 786 0 BOTTOM CHORDS A -C .09 0 T -283 0 WEBS Robbins Engineering, Inc. /Online Plus'"' 01996 -2002 Version 13.11009 Engineering - Portrait 4/2/03 2:35:42 PM Page 1 Job Mark Quan Type Span Pl -Hl Left OH Right OH Engineering 03177 R6 22 JACK1 50007 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 3 -5 -14 TC 5 0 -7 7 D 3 -5 -14 W:108 R: 120 U: 164 3x5 A AMM J J it W:600 W:108 R: 191 R: 61 U: 49 U: 20 BC 5 -0 -7 5 -0 -7 - ALL PLATES ARE LOCK20 Scale: 0.500" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 20.8 LBS Online Plus -- Version 13.0.009 DL +LL DEFL = .10" AT D RUN DATE: 4- 2 -03 LL DEFL = .01" < BRG -SPAN /240 NOTES: SPAN /DEFL (DL +LL) = 656 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB RIDGWAY ROOF TRUSS TOP .26 2X 4 SP - #2 1720 ALL CONNECTOR PLATES 2. EMPIRICAL ANALOG IS USED. BTM .23 2X 4 SP - #2 1720 TO BE MANUFACTURED BY 3. WIND LOADS - ANSI /ASCE 7 -98 REPETITIVE MEMBER INCREASES: ROBBINS ENGINEERING, INC. TRUSS IS DESIGNED AS A FB 15.0% FT .0% FC .0% PLATES - 20 GAUGE LOCK MAIN WIND -FORCE RES SYSTEM GRIPPING 530 -287 PSI PER PAIR FOR EXTERIOR ZONE LOCATION LATERAL BRACING: INCLUDES 25.0% INCREASE WIND SPEED - 120 MPH TOP CHORD - CONTINUOUS TENSION 1308- 462 PLI PER PAIR MEAN ROOF HEIGHT - 12' BTM CHORD - CONTINUOUS SHEAR 763- 500 PLI PER PAIR EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. OCCUPANCY FACTOR - 1.00 JT TYPE PLATE SIZE X Y ENCLOSED BUILDING. STANDARD LOADING A 2001 3.00 X 5.00 1.6 2.0 TC DEAD LOAD = 7.0 PSF LUMBER STRESS INCREASE: 25.0% B BC DEAD LOAD = 3.0 PSF PLATE STRESS INCREASE: 25.0% C 4. ANCHOR TRUSS FOR A TOTAL LOADING LIVE DEAD (PSF) D HORIZONTAL LOAD OF 188 LBS. TOP CHD 20.0 7.0 5. FASTEN TRUSS TO BRG B BTM CHD .0 10.0 FOR 164 LBS OF UPLIFT, TOTAL 20.0 17.0 37.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX FABRICATOR NOTES: A 191 6- 0 B 120 1- 8 1. Gary Dounson & Associates, C 61 1- 8 Inc. 2831 NW 41st Street Suite H LEFT RIGHT Gainesville, FL 32606 HEEL 2IN - 9SX (352)375 -8593 CA 5201 MEMBR CSI P(LBS) M @1ST M @2ND PE 35054 TOP CHORDS A -D .25 109 C -864 -2116 D -B .26 92 C 2116 0 BOTTOM CHORDS A -C .23 0 T -770 0 WEBS Robbins Engineering, Inc. /Online Plus. ®1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:35:43 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R7 1 TR 150000 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 TC 7 -6 -0 7 -6 -0 5x5- 7 4 -11 -2 3x5 3x5- A _ -� 2x411 I I W:600 W:600 R: 555 R: 555 U: 275 U: 273 BC 15 -0 -0 -: <1 15 -0 -0 ALL PLATES ARE LOCK20 Scale: 0.250" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 69.9 LBS Online Plus -- Version 13.0.009 DL +LL DEFL = .29" IN A -B RUN DATE: 4- 2 -03 LL DEFL = .01" < BRG -SPAN /240 NOTES: SPAN /DEFL (DL +LL) = 648 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB RIDGWAY ROOF TRUSS TOP .42 2X 4 SP - #2 1720 ALL CONNECTOR PLATES 2. EMPIRICAL ANALOG IS USED. BTM .36 2X 4 SP - #2 1720 TO BE MANUFACTURED BY 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .06 2X 4 SP - #3 980 ROBBINS ENGINEERING, INC. TRUSS IS DESIGNED AS A REPETITIVE MEMBER INCREASES: PLATES - 20 GAUGE LOCK MAIN WIND -FORCE RES SYSTEM FB 15.0% FT .0% FC .0% GRIPPING 530 -287 PSI PER PAIR FOR EXTERIOR ZONE LOCATION INCLUDES 25.0% INCREASE WIND SPEED - 120 MPH LATERAL BRACING: TENSION 1308- 462 PLI PER PAIR MEAN ROOF HEIGHT - 12' TOP CHORD - CONTINUOUS SHEAR 763- 500 PLI PER PAIR EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS OCCUPANCY FACTOR - 1.00 TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y ENCLOSED BUILDING. A 2001 3.00 X 5.00 1.6 2.0 TC DEAD LOAD = 7.0 PSF STANDARD LOADING B 3001 5.00 X 5.00 CTR CTR BC DEAD LOAD = 3.0 PSF LUMBER STRESS INCREASE: 25.0% C 2001 3.00 X 5.00 1.6 2.0 4. ANCHOR TRUSS FOR A TOTAL PLATE STRESS INCREASE: 25.0% D 1001 2.00 X 4.00 CTR CTR HORIZONTAL LOAD OF 261 LBS. LOADING LIVE DEAD (PSF) 5. FASTEN TRUSS TO BRG A TOP CHD 20.0 7.0 FOR 275 LBS OF UPLIFT, BTM CHD .0 10.0 WHILE PERMITTING NO UPWARD TOTAL 20.0 17.0 37.0 MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA 6. FASTEN TRUSS TO BRG C JT REACT WIDTH JT REACT WIDTH FOR 273 LBS OF UPLIFT, LBS IN -SX LBS IN -SX WHILE PERMITTING NO UPWARD A 555 6- 0 C 555 6- 0 MOVEMENT OF WALL OR BRG. LEFT RIGHT FABRICATOR NOTES: HEEL 2IN - 9SX 2IN - 9SX 1. Gary Dounson & Associates, Inc. MEMBR CSI P(LBS) MQ1ST M@2ND 2831 NW 41st Street Suite H TOP CHORDS Gainesville, FL 32606 A -B .42 595 C 1910 -2448 (352)375 -8593 B -C .42 595 C 2448 -1910 CA 5201 BOTTOM CHORDS PE 35054 A -D .36 516 T -342 -1760 D -C .36 516 T 1760 342 WEBS D -B = 194 T Robbins Engineering, Inc. /Online Plus" © 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:35:45 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R8 1 TR 150000 7 0 0 ® LANAHAN - CARITHERS RESIDENCE Si HO 6 -10 HO 6 -10 TC I 7 -6 -0 L 7 -6 -0 i 5x5 B 7i 4 -11 -2 4x5 4x5- A C I MA tti D 2x41 W W:600 R:1248 R:1248 U: 640 U: 640 BC 15 -0 -0 1 15 -0-0 , >1 ALL PLATES ARE LOCK20 Scale: 0.250" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 71.8 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M @1ST M @2ND RUN DATE: 4- 2 -03 TOP CHORDS NOTES: A -B .49 1292 C 970 -2558 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER FB B -C .49 1292 C 2558 -970 RIDGWAY ROOF TRUSS TOP .49 2X 4 SP - #2 1500 BOTTOM CHORDS 2. EMPIRICAL ANALOG IS USED. BTM .85 2X 4 SP -2400 2400 A -D .85 1124 T 2246 -6993 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .29 2X 4 SP - #3 850 D -C .85 1124 T 6993 -2245 TRUSS IS DESIGNED AS A WDG @A 2X 4 SP - #2 WEBS MAIN WIND -FORCE RES SYSTEM WDG @C 2X 4 SP - #2 D -B = 894 T FOR EXTERIOR ZONE LOCATION WIND SPEED - 120 MPH LATERAL BRACING: DL +LL DEFL = .21" IN D -C MEAN ROOF HEIGHT - 12' TOP CHORD - CONTINUOUS LL DEFL = .15" < BRG -SPAN /240 EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS SPAN /DEFL (DL +LL) = 876 OCCUPANCY FACTOR - 1.00 TRUSS SPACING - 24.0 IN. ENCLOSED BUILDING. ALL CONNECTOR PLATES TC DEAD LOAD = 7.0 PSF UNIFORM LOADING TO BE MANUFACTURED BY BC DEAD LOAD = 3.0 PSF LUMBER STRESS INCREASE: 25.0% ROBBINS ENGINEERING, INC. 4. FASTEN TRUSS TO BRG A PLATE STRESS INCREASE: 25.0% PLATES - 20 GAUGE LOCK FOR 640 LBS OF UPLIFT, UNI. LDG. LIVE DEAD (PSF) GRIPPING 530 -287 PSI PER PAIR WHILE PERMITTING NO UPWARD TOP CHD 20.0 7.0 INCLUDES 25.0% INCREASE MOVEMENT OF WALL OR BRG. BTM CHD .0 10.0 TENSION 1308- 462 PLI PER PAIR 5. FASTEN TRUSS TO BRG C TOTAL 20.0 17.0 37.0 SHEAR 763- 500 PLI PER PAIR FOR 640 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD GIRDER LOADING JT TYPE PLATE SIZE X Y MOVEMENT OF WALL OR BRG. LUMBER STRESS INCREASE: 25.0% A 2002 4.00 X 5.00 1.6 1.7 6. GIRDER CONDITION: PLATE STRESS INCREASE: 25.0% B 3001 5.00 X 5.00 CTR CTR COMMON GIRDER TYPE. GRD. LDG. LIVE DEAD (PLF) C 2002 4.00 X 5.00 1.6 1.7 TIE -IN TRUSSES ON BTM CHD TOP CHD 40.0 14.0 D 1001 2.00 X 4.00 CTR CTR WITH SPAN OF 7.000 ft. BTM CHD 50.0 62.5 TOTAL 90.0 76.5 166.5 FABRICATOR NOTES: SUPPORT CRITERIA 1. Gary Dounson & Associates, JT TYPE HORZ VERT WIDTH Inc. LBS LBS IN -SX 2831 NW 41st Street Suite H A PIN 0 1248 6- 0 Gainesville, FL 32606 C HORZ RLR 0 1248 6- 0 (352)375 -8593 CA 5201 LEFT RIGHT PE 35054 HEEL 2IN - 9SX 2IN - 9SX Robbins Engineering, Inc. /Online Plus" © 1996-2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:35:47 PM Page 1 Job Marx Quan Type Span Pl -H1 Left OH Right OH Engineering 03177 R9 1 HIPP 270400 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 TCI 7 -0 -0 I 13 -4 -0 I _.____. 7 -0 -0 1 5x10 2x41 I 5x10= B H C 7 4 -7 -10 7x8- 111111111111111111:8 A G. IN, L:280 2x4i 3x6 4x8- 2x4IID:237.9 W:600 W:600 R:2140 R:2140 U:1095 U:1095 BC 27 -4 -0 r I 27 -4 -0 --- '1- 1 ALL PLATES ARE LOCK20 Scale: 0.188" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 161.0 LBS Online Plus -- Version 13.0.009 LEFT RIGHT < = PLATE IS ROTATED BY 15 DEG RUN DATE: 4- 2 -03 HEEL 2IN - 9SX 21N - 9SX CSI SIZE LUMBER FB MEMBR CSI P(LBS) M®1ST M@2ND NOTES: TOP .88 2X 4 SP -2400 2400 TOP CHORDS 1. TRUSSES MANUFACTURED BY - BTM .82 2X 4 SP -2400 2400 A -B .88 3413 C 6413 355 RIDGWAY ROOF TRUSS WBS .76 2X 4 SP - #3 850 B -H .77 3935 C 3033 -6035 2. EMPIRICAL ANALOG IS USED. WDG ®A 2X 4 SP - #2 H -C .77 3935 C 6035 -3033 3. WIND LOADS - ANSI /ASCE 7 -98 WDG ®D 2X 4 SP - #2 C -D .88 3413 C -355 -6412 TRUSS IS DESIGNED AS A BOTTOM CHORDS MAIN WIND -FORCE RES SYSTEM . LATERAL BRACING: A -F .82 2909 T 5402 587 FOR EXTERIOR ZONE LOCATION TOP CHORD - CONTINUOUS F -S1 .46 2909 T -587 995 WIND SPEED - 120 MPH BTM CHORD - CONTINUOUS S1 -G .56 2909 T -995 -2984 MEAN ROOF HEIGHT - 12' TRUSS SPACING - 24.0 IN. G -E .56 2909 T 2984 587 EXPOSURE CATEGORY - C E -D .82 2909 T -587 -5401 OCCUPANCY FACTOR - 1.00 UNIFORM LOADING WEBS ENCLOSED BUILDING. LUMBER STRESS INCREASE: 25.0% F -B = 610 T B -G = 1206 T TC DEAD LOAD = 7.0 PSF PLATE STRESS INCREASE: 25.0% G -H = 877 C G -C = 1206 T BC DEAD LOAD = 3.0 PSF UNI. LDG. LIVE DEAD (PSF) E -C = 610 T 4. PREVENT TRUSS ROTATION AT TOP CHD 20.0 7.0 ALL BEARING LOCATIONS. BTM CHD - .0 10.0 DL +LL DEFL = .50" IN B -H 5. FASTEN TRUSS TO BRG A TOTAL 20.0 17.0 37.0 LL DEFL = .29" < BRG -SPAN /240 FOR1095 LBS OF UPLIFT, SPAN /DEFL (DL +LL) = 669 WHILE PERMITTING NO UPWARD GIRDER LOADING MOVEMENT OF WALL OR BRG. LUMBER STRESS INCREASE: 25.0% ALL CONNECTOR PLATES 6. FASTEN TRUSS TO BRG D PLATE STRESS INCREASE: 25.0% TO BE MANUFACTURED BY FOR1095 LBS OF UPLIFT, GRD. LDG. LIVE DEAD (PLF) ROBBINS ENGINEERING, INC. WHILE PERMITTING NO UPWARD TOP CHD 40.0 14.0 PLATES - 20 GAUGE LOCK MOVEMENT OF WALL OR BRG. BTM CHD .0 20.0 GRIPPING 530 -287 PSI PER PAIR 7. GIRDER CONDITION: TOTAL 40.0 34.0 74.0 INCLUDES 25.0% INCREASE STEP DOWN HIP GIRDER WITH EXCEPTIONS: TENSION 1308- 462 PLI PER PAIR KING - JACKS. B -C 90.0 31.6 SHEAR 763- 500 PLI PER PAIR OPEN FACE COMMON JACKS. F -E .0 45.0 GIRDER SETBACK 7.00 ft. CONCENTRATED LOADS (LBS) JT TYPE PLATE SIZE X Y F 280 (LIVE) A 2020< 7.00 X 8.00 .5 2.1 FABRICATOR NOTES: F 237 (DEAD) B 5150 5.00 X10.00 3.0 1.8 1. Gary Dounson & Associates, E 280 (LIVE) C 5150 5.00 X10.00 3.0 1.8 Inc. E 237 (DEAD) D 2020< 7.00 X 8.00 .5 2.1 2831 NW 41st Street Suite H SUPPORT CRITERIA E 1001 2.00 X 4.00 CTR CTR Gainesville, FL 32606 JT TYPE HORZ VERT WIDTH F 1001 2.00 X 4.00 CTR CTR (352)375 -8593 LBS LBS IN -SX G 1070 4.00 X 8.00 CTR CTR CA 5201 A PIN 0 2140 6- 0 H 1001 2.00 X 4.00 CTR CTR PE 35054 D HORZ RLR 0 2140 6- 0 S1 1100 3.00 X 6.00 CTR .2 Robbins Engineering, Inc. /Online Plus'. 0 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:35:49 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R10 1 HIPP 270400 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 TC, 9 -0 -0 9 -4 -0 i 9 -0 -0 5x5 4x5 5x5 S H C 7i 2x4 2x4- G 5 -9 -10 4x6 4x6- A D • rl F S1 E 4x8 3x6 4x8= 1 W:600 W:600 R:1011 R:1011 U: 576 U: 576 _... BCF 27 -4 -0 - - ----- ALL PLATES ARE LOCK20 Scale: 0.188" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 176.3 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M @1ST M@2ND RUN DATE: 4- 2 -03 S1 -E .43 1206 T -590 -1369 NOTES: E -D .55 1235 T 1369 -2109 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB WEBS RIDGWAY ROOF TRUSS TOP .43 2X 4 SP - #2 1720 G -F = 290 T F -B = 385 T 2. EMPIRICAL ANALOG IS USED. BTM .55 2X 4 SP - #2 1720 F -H = 357 T H -E = 357 T 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .17 2X 4 SP - #3 980 E -C = 385 T E -I = 288 T TRUSS IS DESIGNED AS A WDG@A 2X 4 SP - #2 MAIN WIND -FORCE RES SYSTEM WDG@D 2X 4 SP - #2 DL +LL DEFL = .26" IN S1 -E FOR EXTERIOR ZONE LOCATION REPETITIVE MEMBER INCREASES: LL DEFL = .14" < BRG -SPAN /240 WIND SPEED - 120 MPH FB 15.0% FT .0% FC .0% SPAN /DEFL (DL +LL) = 999 MEAN ROOF HEIGHT - 12' EXPOSURE CATEGORY - C LATERAL BRACING: ALL CONNECTOR PLATES OCCUPANCY FACTOR - 1.00 TOP CHORD - CONTINUOUS TO BE MANUFACTURED BY ENCLOSED BUILDING. BTM CHORD - CONTINUOUS ROBBINS ENGINEERING, INC. TC DEAD LOAD = 7.0 PSF TRUSS SPACING - 24.0 IN. PLATES - 20 GAUGE LOCK BC DEAD LOAD = 3.0 PSF GRIPPING 530 -287 PSI PER PAIR 4. ANCHOR TRUSS FOR A TOTAL STANDARD LOADING INCLUDES 25.0% INCREASE HORIZONTAL LOAD OF 319 LBS. LUMBER STRESS INCREASE: 25.0% TENSION 1308- 462 PLI PER PAIR 5. FASTEN TRUSS TO BRG A PLATE STRESS INCREASE: 25.0% SHEAR 763- 500 PLI PER PAIR FOR 576 LBS OF UPLIFT, LOADING LIVE DEAD (PSF) WHILE PERMITTING NO UPWARD TOP CHD 20.0 7.0 JT TYPE PLATE SIZE X Y MOVEMENT OF WALL OR BRG. BTM CHD .0 10.0 A 2002 4.00 X 6.00 1.6 1.5 6. FASTEN TRUSS TO BRG D TOTAL 20.0 17.0 37.0 B 5101 5.00 X 5.00 1.7 CTR FOR 576 LBS OF UPLIFT, SUPPORT CRITERIA C 5101 5.00 X 5.00 1.7 CTR WHILE PERMITTING NO UPWARD JT REACT WIDTH JT REACT WIDTH D 2002 4.00 X 6.00 1.6 1.5 MOVEMENT OF WALL OR BRG. LBS IN -SX LBS IN -SX E 1070 4.00 X 8.00 CTR CTR A 1011 6- 0 D 1011 6- 0 F 1070 4.00 X 8.00 CTR CTR FABRICATOR NOTES: G 1001 2.00 X 4.00 CTR CTR 1. Gary Dounson & Associates, LEFT RIGHT H 1010 4.00 X 5.00 CTR CTR Inc. HEEL 2IN - 9SX 2IN - 9SX I 1001 2.00 X 4.00 CTR CTR 2831 NW 41st Street Suite H S1 1100 3.00 X 6.00 CTR .2 Gainesville, FL 32606 MEMBR CSI P(LBS) MIST M @2ND (352)375 -8593 TOP CHORDS CA 5201 A -G .43 1454 C 2591 -204 PE 35054 G -B .26 1269 C 204 -678 B -H .25 1100 C 986 -1094 H -C .25 1100 C 1094 -986 C -I .26 1269 C 678 -204 I -D .43 1454 C 204 -2591 BOTTOM CHORDS A -F .55 1234 T 2109 -1369 . F -S1 .43 1206 T 1369 590 Robbins Engineering, Inc. /Online Plus " 01996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:35:50 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R11 1 HIPP 270400 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 TCI 11 -0- 0 5 -4 -0 11 -0 -0 5x10 5x5 -_ B 7 2x4 -. 24C- I J 6 -11 -10 4x6 4x6: A Ii S1 4x5 3x6 4x8 W:600 W:600 R:1011 R:1011 U: 547 U: 547 BCII 27 -4 -0 27 -4 -0 i= ALL PLATES ARE LOCK20 Scale: 0.188" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 175.6 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) MOIST M@2ND RUN DATE: 4- 2 -03 S1 -E .37 991 T 400 -1244 NOTES: E -D .63 1213 T 1244 -2655 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB WEBS RIDGWAY ROOF TRUSS TOP .38 2X 4 SP - #2 1720 I -F = 386 T F -B = 290 T 2. EMPIRICAL ANALOG IS USED. BTM .63 2X 4 SP - #2 1720 B -E = 263 C E -C = 290 T 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .36 2X 4 SP - #3 980 E -J = 388 T TRUSS IS DESIGNED AS A WDGOA 2X 4 SP - #2 MAIN WIND -FORCE RES SYSTEM WDG@D 2X 4 SP - #2 DL +LL DEFL = .23" IN A -F FOR EXTERIOR ZONE LOCATION REPETITIVE MEMBER INCREASES: LL DEFL = .11" < BRG -SPAN /240 WIND SPEED - 120 MPH FB 15.0% FT .0% FC .0% SPAN /DEFL (DL +LL) = 999 MEAN ROOF HEIGHT - 12' EXPOSURE CATEGORY - C LATERAL BRACING: ALL CONNECTOR PLATES OCCUPANCY FACTOR - 1.00 TOP CHORD - CONTINUOUS TO BE MANUFACTURED BY ENCLOSED BUILDING. BTM CHORD - CONTINUOUS ROBBINS ENGINEERING, INC. TC DEAD LOAD = 7.0 PSF TRUSS SPACING - 24.0 IN. PLATES - 20 GAUGE LOCK BC DEAD LOAD = •3.0 PSF GRIPPING 530 -287 PSI PER PAIR 4. ANCHOR TRUSS FOR A TOTAL STANDARD LOADING INCLUDES 25.0% INCREASE HORIZONTAL LOAD OF 392 LBS. LUMBER STRESS INCREASE: 25.0% TENSION 1308- 462 PLI PER PAIR 5. FASTEN TRUSS TO BRG A PLATE STRESS INCREASE: 25.0% SHEAR 763- 500 PLI PER PAIR FOR 547 LBS OF UPLIFT, LOADING LIVE DEAD (PSF) WHILE PERMITTING NO UPWARD TOP CHD 20.0 7.0 JT TYPE PLATE SIZE X Y MOVEMENT OF WALL OR BRG. BTM CHD .0 10.0 A 2002 4.00 X 6.00 1.6 1.5 6. FASTEN TRUSS TO BRG D TOTAL 20.0 17.0 37.0 B 5150 5.00 X10.00 1.8 1.8 FOR 547 LBS OF UPLIFT, SUPPORT CRITERIA C 5101 5.00 X 5.00 1.7 CTR WHILE PERMITTING NO UPWARD JT REACT WIDTH JT REACT WIDTH D 2002 4.00 X 6.00 1.6 1.5 MOVEMENT OF WALL OR BRG. LBS IN -SX LBS IN -SX E 1070 4.00 X 8.00 CTR CTR A 1011 6- 0 D 1011 6- 0 F 1030 4.00 X 5.00 CTR CTR FABRICATOR NOTES: I 1001 2.00 X 4.00 CTR CTR 1. Gary Dounson & Associates, LEFT RIGHT J 1001 2.00 X 4.00 CTR CTR Inc. HEEL 21N - 9SX 2IN - 9SX S1 1100 3.00 X 6.00 CTR .2 2831 NW 41st Street Suite H Gainesville, FL 32606 MEMBR CSI P(LBS) MOIST MO2ND (352)375 -8593 TOP CHORDS CA 5201 A -I .37 1410 C 1898 -1233 PE 35054 I -B .33 1149 C 1233 -941 B -C .26 991 C 1215 -1220 C -J .34 1149 C 946 -1231 J -D .38 1410 C 1231 -1900 BOTTOM CHORDS A -F .63 1213 T 2657 -1238 F -S1 .37 991 T 1238 -400 Robbins Engineering, Inc. /Online PIusTM ©1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:35:53 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R12 1 HIPP 270400 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 0 0 0 TC 13-0-0 L - _. ____ 13-0-0 --___-- _.._ -1 5x5 B C /1 I 7� 4x5 4x5" ■ 8 -1 -10 � r 0 I i 4x6 `O 4x6= A 1 it = %C H S1 2x411 3x6 F 4x5 2x411 1 W:600 4x5 _, W:600 R:1011 R:1011 U: 513 U: 513 -- I BC 27-4-0 - 27-4-0 - - -- C- - -1 ALL PLATES ARE LOCK20 Scale: 0.188" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 184.4 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M @1ST M @2ND RUN DATE: 4- 2 -03 A -H .53 1223 T 2013 -185 NOTES: H -S1 .34 1223 T 185 270 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB S1 -F .36 1223 T -270 -856 RIDGWAY ROOF TRUSS TOP .54 2X 4 SP - #2 1720 F -E .31 871 T 856 -856 2. EMPIRICAL ANALOG IS USED. BTM .53 2X 4 SP - #2 1720 E -G .36 1223 T 856 -185 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .47 2X 4 SP - #3 980 G -D .53 1223 T 185 -2012 TRUSS IS DESIGNED AS A WDG @A 2X 4 SP - #2 WEBS MAIN WIND -FORCE RES SYSTEM WDG @D 2X 4 SP - #2 H -I = 91 T I -F = 490 T FOR EXTERIOR ZONE LOCATION REPETITIVE MEMBER INCREASES: F -B = 309 T E -C = 309 T WIND SPEED - 120 MPH FB 15.0% FT .0% FC .0% E -J = 486 T G -J = 91 T MEAN ROOF HEIGHT - 12' EXPOSURE CATEGORY - C LATERAL BRACING: DL +LL DEFL = .24" IN I -B OCCUPANCY FACTOR - 1.00 TOP CHORD - CONTINUOUS LL DEFL = .13" < BRG -SPAN /240 ENCLOSED BUILDING. BTM CHORD - CONTINUOUS SPAN /DEFL (DL +LL) = 999 TC DEAD LOAD = 7.0 PSF TRUSS SPACING - 24.0 IN. BC DEAD LOAD = 3.0 PSF ALL CONNECTOR PLATES 4. ANCHOR TRUSS FOR A TOTAL STANDARD LOADING TO BE MANUFACTURED BY HORIZONTAL LOAD OF 464 LBS. LUMBER STRESS INCREASE: 25.0% ROBBINS ENGINEERING, INC. 5. FASTEN TRUSS TO BRG A PLATE STRESS INCREASE: 25.0% PLATES - 20 GAUGE LOCK FOR 513 LBS OF UPLIFT, LOADING LIVE DEAD (PSF) GRIPPING 530 -287 PSI PER PAIR WHILE PERMITTING NO UPWARD TOP CHD 20.0 7.0 INCLUDES 25.0% INCREASE MOVEMENT OF WALL OR BRG. BTM CHD .0 10.0 TENSION 1308- 462 PLI PER PAIR 6. FASTEN TRUSS TO BRG D TOTAL 20.0 17.0 37.0 SHEAR 763- 500 PLI PER PAIR FOR 513 LBS OF UPLIFT, SUPPORT CRITERIA WHILE PERMITTING NO UPWARD JT REACT WIDTH JT REACT WIDTH JT TYPE PLATE SIZE X Y MOVEMENT OF WALL OR BRG. LBS IN -SX LBS IN -SX A 2002 4.00 X 6.00 1.6 1.5 A 1011 6- 0 D 1011 6- 0 B 5101 5.00 X 5.00 1.7 CTR FABRICATOR NOTES: C 5101 5.00 X 5.00 1.7 CTR 1. Gary Dounson & Associates, LEFT RIGHT D 2002 4.00 X 6.00 1.6 1.5 Inc. HEEL 2IN - 9SX 2IN - 9SX E 1050 4.00 X 5.00 CTR CTR 2831 NW 41st Street Suite H F 1030 4.00 X 5.00 CTR CTR Gainesville, FL 32606 MEMBR CSI P(LBS) M @1ST M @2ND G 1001 2.00 X 4.00 CTR CTR (352)375 -8593 TOP CHORDS H 1001 2.00 X 4.00 CTR CTR CA 5201 A -I .54 1420 C 2608 -1972 I 1050 4.00 X 5.00 CTR CTR PE 35054 I -B .50 1015 C 1972 -1010 J 1050 4.00 X 5.00 CTR CTR B -C .24 871 C 1378 -1378 S1 1100 3.00 X 6.00 CTR .2 C -J .50 1015 C 1010 -1972 J -D .53 1420 C 1972 -2608 BOTTOM CHORDS Robbins Engineering, Inc. /Online Plus"' O 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:35:55 PM Page 1 Job Mark Quan Type Span Pl -Hl Left OH Right OH Engineering 03177 R13 5 TR 270400 7 0 0 - LANAHAN - CARITHERS RESIDENCE • HO 6 -10 HO 6 -10 f TC 13 -8 -0 1_ 13 -8 -0 I..:, 4x5 D 3x8 �: 3x 8- / i�� 7 1 2x411 2x4 B m - 8 -6 -5 4x5 N 4x5: :la K 1 M 0 AN , 00°./." 4x6 0 4x6- I :- J I H L 2x41! 6x12 6x12 2x411 I W:600 W:600 R:1011 R:1011 U: 502 U: 502 BC 7 -8 -0 I 12-0-0 ! - 7 -8 -0 F'} 27 -4 -0 -r-" ALL PLATES ARE LOCK20 Scale: 0.188" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 186.2 LBS Online Plus -- Version 13.0.009 SUPPORT CRITERIA K 1050 4.00 X 5.00 CTR CTR RUN DATE: 4- 2 -03 JT TYPE HORZ VERT WIDTH L 1001 2.00 X 4.00 CTR CTR LBS LBS IN -SX M 1050 4.00 X 5.00 CTR CTR CSI SIZE LUMBER 1.15FB A PIN 0 598 6- 0 TOP .90 2X 4 SP -2400 2750 G HORZ RLR 0 877 6- 0 BTM .79 2X 4 SP -2400 2750 NOTES: WBS .70 2X 4 SP - #3 980 LEFT RIGHT 1. TRUSSES MANUFACTURED BY - WDG@A 2X 4 SP - #2 HEEL 2IN - 9SX 2IN - 9SX RIDGWAY ROOF TRUSS WDG@G 2X 4 SP - #2 2. EMPIRICAL ANALOG IS USED. EXCEPTIONS: MEMBR CSI P(LBS) M @1ST M @2ND 3. WIND LOADS - ANSI /ASCE 7 -98 I -H 2X 8 SP -2400 2750 TOP CHORDS TRUSS IS DESIGNED AS A REPETITIVE MEMBER INCREASES: A -K .24 1505 C 2206 -2026 MAIN WIND -FORCE RES SYSTEM FB 15.0% FT .0% FC .0% K -B .77 1261 C 2026 7609 FOR EXTERIOR ZONE LOCATION B -C .87 975 C -7609 -9008 WIND SPEED - 120 MPH LATERAL BRACING: C -D .90 627 T 9008 3597 MEAN ROOF HEIGHT - 12' TOP CHORD - CONTINUOUS D -E .90 627 T -3597 -9008 EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS E -F .87 975 C 9008 7609 OCCUPANCY FACTOR - 1.00 TRUSS SPACING - 24.0 IN. F -M .77 1261 C -7609 -2026 ENCLOSED BUILDING. M -G .24 1505 C 2026 -2206 TC DEAD LOAD = 7.0 PSF STANDARD LOADING BOTTOM CHORDS BC DEAD LOAD = 3.0 PSF LUMBER STRESS INCREASE: 25.0% A -J .38 1298 T 2925 510 4. UNBALANCED LOADS CHECKED PLATE STRESS INCREASE: 25.0% J -I .79 1298 T -510 1691 (UNBLN LD FAC = 1.00, .00). LOADING LIVE DEAD (PSF) I -H .18 1000 T -1691 1691 5. ANCHOR TRUSS FOR A TOTAL TOP CHD 20.0 7.0 H -L .75 1298 T -1691 510 HORIZONTAL LOAD OF 484 LBS. BTM CHD .0 10.0 L -G .38 1298 T -510 -2925 6. FASTEN TRUSS TO BRG A TOTAL 20.0 17.0 37.0 WEBS FOR 502 LBS OF UPLIFT, SUPPORT CRITERIA J -K = 303 C K -I 563 C WHILE PERMITTING NO UPWARD JT TYPE HORZ VERT WIDTH I -B = 374 T C -E = 1752 C MOVEMENT OF WALL OR BRG. LBS LBS IN -SX H -F = 374 T H -M = 561 C 7. FASTEN TRUSS TO BRG G A PIN 0 1011 6- 0 L -M = 314 C FOR 502 LBS OF UPLIFT, G HORZ RLR 0 1011 6- 0 WHILE PERMITTING NO UPWARD DL +LL DEFL = .92" IN I -H MOVEMENT OF WALL OR BRG. LOAD CASE #5 UNBALANCED LOAD LL DEFL = .91" < BRG -SPAN /240 LUMBER STRESS INCREASE: 25.0" DL +LL HORZ = .54" AT B FABRICATOR NOTES: PLATE STRESS INCREASE: 25.0% SPAN /DEFL (DL +LL) = 365 1. Gary Dounson & Associates, LOADING LIVE DEAD (PSF) Inc. TOP CHD 20.0 7.0 ALL CONNECTOR PLATES 2831 NW 41st Street Suite H BTM CHD .0 10.0 TO BE MANUFACTURED BY Gainesville, FL 32606 TOTAL 20.0 17.0 37.0 ROBBINS ENGINEERING, INC. (352)375 -8593 EXCEPTIONS: PLATES - 20 GAUGE LOCK CA 5201 D -G .0 7.0 GRIPPING 530 -287 PSI PER PAIR PE 35054 SUPPORT CRITERIA INCLUDES 25.0% INCREASE JT TYPE HORZ VERT WIDTH TENSION 1308- 462 PLI PER PAIR LBS LBS IN -SX SHEAR 763- 500 PLI PER PAIR A PIN 0 877 6- 0 G HORZ RLR 0 598 6- 0 JT TYPE PLATE SIZE X Y A 2002 4.00 X 6.00 1.6 1.5 LOAD CASE #6 UNBALANCED LOAD B 1001 2.00 X 4.00 CTR 1.0 LUMBER STRESS INCREASE: 25.0% C 1001 3.00 X 8.00 3.5 CTR PLATE STRESS INCREASE: 25.0% D 3000 4.00 X 5.00 CTR CTR LOADING LIVE DEAD (PSF) E 1001 3.00 X 8.00 3.5 CTR TOP CHD 20.0 7.0 F 1001 2.00 X 4.00 CTR 1.0 BTM CHD .0 10.0 G 2002 4.00 X 6.00 1.6 1.5 ' TOTAL 20.0 17.0 37.0 H 1191 6.00 X12.00 6.0 3.0 EXCEPTIONS: I 1191 6.00 X12.00 6.0 3.0 A -D .0 7.0 J 1001 2.00 X 4.00 CTR CTR Robbins Engineering, Inc. /Online Plus m 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:35:57 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R14 5 MONO 110208 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 7 -1 -1 TC! 11 -2 -8 2x4 ,I i 7 2x4 7 -1 -1 3x5 - A jaMMENMMEMMEMMEMMEMEMMEMMEMMEMMEMEk 4 1 x5= 11 1 W:600 HGR R: 413 R: 415 U: 117 U: 402 BC ___ _.._..... 11 -2 -8 i 11 -2 -8 -- -- - P- ALL PLATES ARE LOCK20 Scale: 0.250" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 70.2 LBS Online Plus -- Version 13.0.009 DL +LL DEFL = .45" IN A -C RUN DATE: 4- 2 -03 LL DEFL = .01" < BRG -SPAN /240 NOTES: SPAN /DEFL (DL +LL) = 305 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB RIDGWAY ROOF TRUSS TOP .42 2X 4 SP - #2 1720 ALL CONNECTOR PLATES 2. EMPIRICAL ANALOG IS USED. BTM .44 2X 4 SP - #2 1720 TO BE MANUFACTURED BY 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .33 2X 4 SP - #3 980 ROBBINS ENGINEERING, INC. TRUSS IS DESIGNED AS A REPETITIVE MEMBER INCREASES: PLATES - 20 GAUGE LOCK MAIN WIND -FORCE RES SYSTEM FB 15.0% FT .0% FC .0% GRIPPING 530 -287 PSI PER PAIR FOR EXTERIOR ZONE LOCATION INCLUDES 25.0% INCREASE WIND SPEED - 120 MPH LATERAL BRACING: TENSION 1308- 462 PLI PER PAIR MEAN ROOF HEIGHT - 12' TOP CHORD - CONTINUOUS SHEAR 763- 500 PLI PER PAIR EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS OCCUPANCY FACTOR - 1.00 TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y ENCLOSED BUILDING. A 2001 3.00 X 5.00 1.6 2.0 TC DEAD LOAD = 7.0 PSF STANDARD LOADING B 4200 2.00 X 4.00 CTR CTR BC DEAD LOAD = 3.0 PSF LUMBER STRESS INCREASE: 25.0% C 4010 4.00 X 5.00 CTR CTR 4. ANCHOR TRUSS FOR A TOTAL PLATE STRESS INCREASE: 25.0% E 1001 2.00 X 4.00 CTR CTR HORIZONTAL LOAD OF 427 LBS. LOADING LIVE DEAD (PSF) 5. FASTEN TRUSS TO BRG A TOP CHD 20.0 7.0 FOR 117 LBS OF UPLIFT, BTM CHD .0 10.0 WHILE PERMITTING NO UPWARD TOTAL 20.0 17.0 37.0 MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA 6. FASTEN TRUSS TO BRG C JT REACT WIDTH JT REACT WIDTH FOR 402 LBS OF UPLIFT, LBS IN -SX LBS IN -SX WHILE PERMITTING NO UPWARD A 413 6- 0 C 415 3- 8 MOVEMENT OF WALL OR BRG. LEFT RIGHT FABRICATOR NOTES: HEEL 2IN - 9SX 1. Gary Dounson & Associates, Inc. MEMBR CSI P(LBS) M @1ST M @2ND 2831 NW 41st Street Suite H TOP CHORDS Gainesville, FL 32606 A -E .42 349 C -1291 -2756 (352)375 -8593 E -B .42 108 C -3101 9 CA 5201 BOTTOM CHORDS PE 35054 A -C .44 405 C 1447 0 WEBS E -C = 478 T C -B = 173 T Robbins Engineering, Inc. /Online Plus"' ® 1996 -2002 Version 13.0.009 Engineering • Portrait 4/2/03 2:35:59 PM Page 1 Job Mark Quan Type Span Pl -H1 Left OH Right OH Engineering 03177 R15 3 HHIP 90608 7 0 0 . LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 4 -7 -10 TCI 7-0-0 j 2 6 - 1 5x5= 4x5:: B C 1 ■ 4 -7 -10 3x5 A Iiii D a 2x411 E L:280 4x5- 0:237.9 L 1 1 W:600 HGR R: 513 R: 940 U: 262 U: 480 BCi 9 -6 -8 e_1 9-6-8 - - -- - -- - ALL PLATES ARE LOCK20 Scale: 0.375" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 62.3 LBS Online Plus -- Version 13.0.009 LEFT RIGHT RUN DATE: 4- 2 -03 HEEL 21N - 9SX NOTES: 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER FB MEMBR CSI P(LBS) MIST MQ2ND RIDGWAY ROOF TRUSS TOP .39 2X 4 SP - #2 1500 TOP CHORDS 2. EMPIRICAL ANALOG IS USED. BTM .29 2X 4 SP - #2 1500 A -B .39 523 C 1750 -1376 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .36 2X 4 SP - #3 850 B -C .26 450 C 1482 -15 TRUSS IS DESIGNED AS A BOTTOM CHORDS MAIN WIND -FORCE RES SYSTEM LATERAL BRACING: A -E .29 450 T -424 -1165 FOR EXTERIOR ZONE LOCATION TOP CHORD - CONTINUOUS E -D .20 0 T 1165 -5 WIND SPEED - 120 MPH BTM CHORD - CONTINUOUS WEBS MEAN ROOF HEIGHT - 12' TRUSS SPACING - 24.0 IN. E -B = 168 T E -C = 931 T EXPOSURE CATEGORY - C D -C = 921 C OCCUPANCY FACTOR - 1.00 UNIFORM LOADING ENCLOSED BUILDING. LUMBER STRESS INCREASE: 25.0% DL +LL DEFL = .17" IN A -B TC DEAD LOAD = 7.0 PSF PLATE STRESS INCREASE: 25.0% LL DEFL = .01" < BRG -SPAN /240 BC DEAD LOAD = 3.0 PSF UNI. LDG. LIVE DEAD (PSF) SPAN /DEFL (DL +LL) = 715 4. FASTEN TRUSS TO BRG A TOP CHD 20.0 7.0 FOR 262 LBS OF UPLIFT, BTM CHD .0 10.0 ALL CONNECTOR PLATES WHILE PERMITTING NO UPWARD TOTAL 20.0 17.0 37.0 TO BE MANUFACTURED BY MOVEMENT OF WALL OR BRG. ROBBINS ENGINEERING, INC. 5. FASTEN TRUSS TO BRG D GIRDER LOADING PLATES - 20 GAUGE LOCK FOR 480 LBS OF UPLIFT, LUMBER STRESS INCREASE: 25.0% GRIPPING 530 -287 PSI PER PAIR WHILE PERMITTING NO UPWARD PLATE STRESS INCREASE: 25.0% INCLUDES 25.0% INCREASE MOVEMENT OF WALL OR BRG. GRD. LDG. LIVE DEAD (PLF) TENSION 1308- 462 PLI PER PAIR 6. GIRDER CONDITION: TOP CHD 40.0 14.0 SHEAR 763- 500 PLI PER PAIR HALF HIP GIRDER WITH BTM CHD .0 20.0 KING - JACKS. TOTAL 40.0 34.0 74.0 JT TYPE PLATE SIZE X Y OPEN FACE COMMON JACKS. EXCEPTIONS: A 2001 3.00 X 5.00 1.6 2.0 GIRDER SETBACK 7.00 ft. B -C 90.0 31.6 B 5101 5.00 X 5.00 1.7 CTR E -D .0 45.0 C 4010 4.00 X 5.00 CTR CTR FABRICATOR NOTES: CONCENTRATED LOADS (LBS) D 4000 2.00 X 4.00 CTR CTR 1. Gary Dounson & Associates, E 280 (LIVE) E 1050 4.00 X 5.00 CTR CTR Inc. E 237 (DEAD) 2831 NW 41st Street Suite H SUPPORT CRITERIA Gainesville, FL 32606 JT REACT WIDTH JT REACT WIDTH (352)375 -8593 LBS IN -SX LBS IN -SX CA 5201 A 513 6- 0 D 940 3- 8 PE 35054 Robbins Engineering. Inc. /Online Plus". 0 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:01 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R16 3 MONO 90608 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -1 -7 TCI 9-6 - 2x411 7 2x4 5 -9 -10 O j 3x5 A C ' 4x5 - W:600 HGR R: 352 R: 353 U: 97 U: 345 E - - - BC 9 -6 -8 �'_I _ 9 -6 -8 t =` ALL PLATES ARE LOCK20 Scale: 0.250" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 59.4 LBS Online Plus -- Version 13.0.009 DL +LL DEFL = .23" IN A -C RUN DATE: 4- 2 -03 LL DEFL = .00" < BRG -SPAN /240 NOTES: SPAN /DEFL (DL +LL) = 515 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB RIDGWAY ROOF TRUSS TOP .30 2X 4 SP - #2 1720 ALL CONNECTOR PLATES 2. EMPIRICAL ANALOG IS USED. BTM .32 2X 4 SP - #2 1720 TO BE MANUFACTURED BY 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .21 2X 4 SP - #3 980 ROBBINS ENGINEERING, INC. TRUSS IS DESIGNED AS A REPETITIVE MEMBER INCREASES: PLATES - 20 GAUGE LOCK MAIN WIND -FORCE RES SYSTEM FB 15.0% FT .0% FC .0% GRIPPING 530 -287 PSI PER PAIR FOR EXTERIOR ZONE LOCATION INCLUDES 25.0% INCREASE WIND SPEED - 120 MPH LATERAL BRACING: TENSION 1308- 462 PLI PER PAIR MEAN ROOF HEIGHT - 12' TOP CHORD - CONTINUOUS SHEAR 763- 500 PLI PER PAIR EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS OCCUPANCY FACTOR - 1.00 TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y ENCLOSED BUILDING. A 2001 3.00 X 5.00 1.6 2.0 TC DEAD LOAD = 7.0 PSF STANDARD LOADING B 4594 2.00 X 4.00 2.0 1.0 BC DEAD LOAD = 3.0 PSF LUMBER STRESS INCREASE: 25.0% C 4010 4.00 X 5.00 CTR CTR 4. ANCHOR TRUSS FOR A TOTAL PLATE STRESS INCREASE: 25.0% D 1001 2.00 X 4.00 CTR CTR HORIZONTAL LOAD OF 363 LBS. LOADING LIVE DEAD (PSF) 5. FASTEN TRUSS TO BRG A TOP CHD 20.0 7.0 FOR 97 LBS OF UPLIFT, BTM CHD .0 10.0 WHILE PERMITTING NO UPWARD TOTAL 20.0 17.0 37.0 MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA 6. FASTEN TRUSS TO BRG C JT REACT WIDTH JT REACT WIDTH FOR 345 LBS OF UPLIFT, LBS IN -SX LBS IN -SX WHILE PERMITTING NO UPWARD A 352 6- 0 C 353 3- 8 MOVEMENT OF WALL OR BRG. LEFT RIGHT FABRICATOR NOTES: HEEL 2IN - 9SX 1. Gary Dounson & Associates, Inc. MEMBR CSI P(LBS) M @1ST M @2ND 2831 NW 41st Street Suite H TOP CHORDS Gainesville, FL 32606 A -D .30 292 C -850 -1950 (352)375 -8593 D -B .30 93 C -2233 9 CA 5201 BOTTOM CHORDS PE 35054 A -C .32 342 C 1056 0 WEBS D -C = 405 T C -B = 148 T Robbins Engineering, Inc. /Online Plus'. 01996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:02 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R17 3 MONO 90608 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -1 -7 TCI 9-6-6 1 2x4' 1 7; 2x4 6 -1 -7 3x5 A C D 4x5 W:600 HGR R: 352 R: 353 U: 97 U: 345 BC 9 -6 -8 - -- F 9 -6 -8 }_ ALL PLATES ARE LOCK20 Scale: 0.250" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 59.7 LBS Online Plus -- Version 13.0.009 DL +LL DEFL = .23" IN A -C RUN DATE: 4- 2 -03 LL DEFL = .00" < BRG -SPAN /240 NOTES: SPAN /DEFL (DL +LL) = 515 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB RIDGWAY ROOF TRUSS TOP .30 2X 4 SP - #2 1720 ALL CONNECTOR PLATES 2. EMPIRICAL ANALOG IS USED. BTM .32 2X 4 SP - #2 1720 TO BE MANUFACTURED BY 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .21 2X 4 SP - #3 980 ROBBINS ENGINEERING, INC. TRUSS IS DESIGNED AS A REPETITIVE MEMBER INCREASES: PLATES - 20 GAUGE LOCK MAIN WIND -FORCE RES SYSTEM FB 15.0% FT .0% FC .0% GRIPPING 530 -287 PSI PER PAIR FOR EXTERIOR ZONE LOCATION INCLUDES 25.0% INCREASE WIND SPEED - 120 MPH LATERAL BRACING: TENSION 1308- 462 PLI PER PAIR MEAN ROOF HEIGHT - 12' TOP CHORD - CONTINUOUS SHEAR 763- 500 PLI PER PAIR EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS OCCUPANCY FACTOR - 1.00 TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y ENCLOSED BUILDING. A 2001 3.00 X 5.00 1.6 2.0 TC DEAD LOAD = 7.0 PSF STANDARD LOADING B 4200 2.00 X 4.00 CTR CTR BC DEAD LOAD = 3.0 PSF LUMBER STRESS INCREASE: 25.0% C 4010 4.00 X 5.00 CTR CTR 4. ANCHOR TRUSS FOR A TOTAL PLATE STRESS INCREASE: 25.0% D 1001 2.00 X 4.00 CTR CTR HORIZONTAL LOAD OF 363 LBS. LOADING LIVE DEAD (PSF) 5. FASTEN TRUSS TO BRG A TOP CHD 20.0 7.0 FOR 97 LBS OF UPLIFT, BTM CHD .0 10.0 WHILE PERMITTING NO UPWARD TOTAL 20.0 17.0 37.0 MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA 6. FASTEN TRUSS TO BRG C JT REACT WIDTH JT REACT WIDTH FOR 345 LBS OF UPLIFT, LBS IN -SX LBS IN -SX WHILE PERMITTING NO UPWARD A 352 6- 0 C 353 3- 8 MOVEMENT OF WALL OR BRG. LEFT RIGHT FABRICATOR NOTES: HEEL 2IN - 9SX 1. Gary Dounson & Associates, Inc. MEMBR CSI P(LBS) MIST MQ2ND 2831 NW 41st Street Suite H TOP CHORDS Gainesville, FL 32606 A -D .30 292 C -850 -1950 (352)375 -8593 D -B .30 93 C -2233 9 CA 5201 BOTTOM CHORDS PE 35054 A -C .32 342 C 1056 0 WEBS D -C = 405 T C -B = 148 T Robbins Engineering, Inc. /Online Plus"' 0 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:03 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R18 4 JACK 50000 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 3 -5 -10 TC t 5 - 0 - 0 7 1 D �I 3 -5 -10 W:1 08 R: 119 U: 163 3x5 A Eno. - L J �� yy MI C i � W:600 W:108 R: 189 R: 60 U: 48 U: 19 BC! 5-0 -0 - ALL PLATES ARE LOCK20 Scale: 0.500" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 20.7 LBS Online Plus -- Version 13.0.009 DL +LL DEFL = .10" AT D RUN DATE: 4- 2 -03 LL DEFL = .01" < BRG -SPAN /240 NOTES: SPAN /DEFL (DL +LL) = 671 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB RIDGWAY ROOF TRUSS TOP .25 2X 4 SP - #2 1720 ALL CONNECTOR PLATES 2. EMPIRICAL ANALOG IS USED. BTM .23 2X 4 SP - #2 1720 TO BE MANUFACTURED BY 3. WIND LOADS - ANSI /ASCE 7 -98 REPETITIVE MEMBER INCREASES: ROBBINS ENGINEERING, INC. TRUSS IS DESIGNED AS A FB 15.0% FT .0% FC .0% PLATES - 20 GAUGE LOCK MAIN WIND -FORCE RES SYSTEM GRIPPING 530 -287 PSI PER PAIR FOR EXTERIOR ZONE LOCATION LATERAL BRACING: INCLUDES 25.0% INCREASE WIND SPEED - 120 MPH TOP CHORD - CONTINUOUS TENSION 1308- 462 PLI PER PAIR MEAN ROOF HEIGHT - 12' BTM CHORD - CONTINUOUS SHEAR 763- 500 PLI PER PAIR EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. OCCUPANCY FACTOR - 1.00 JT TYPE PLATE SIZE X Y ENCLOSED BUILDING. STANDARD LOADING A 2001 3.00 X 5.00 1.6 2.0 TC DEAD LOAD = 7.0 PSF LUMBER STRESS INCREASE: 25.0% B BC DEAD LOAD = 3.0 PSF PLATE STRESS INCREASE: 25.0% C 4. ANCHOR TRUSS FOR A TOTAL LOADING LIVE DEAD (PSF) D HORIZONTAL LOAD OF 187 LBS. TOP CHD 20.0 7.0 5. FASTEN TRUSS TO BRG B BTM CHD .0 10.0 FOR 163 LBS OF UPLIFT, TOTAL 20.0 17.0 37.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX FABRICATOR NOTES: A 189 6- 0 B 119 1- 8 1. Gary Dounson & Associates, C 60 1- 8 Inc. 2831 NW 41st Street Suite H LEFT RIGHT Gainesville, FL 32606 HEEL 2IN - 9SX (352)375 -8593 CA 5201 MEMBR CSI P(LBS) 101ST M@2ND PE 35054 TOP CHORDS A -D .25 108 C -846 -2085 D -B .25 92 C 2085 0 BOTTOM CHORDS A -C .23 0 T -759 0 WEBS Robbins Engineering, Inc. /Online PlusTM 01996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:04 PM Page 1 Job Mark Quan Type Span Pi -H1 Left OH Right OH Engineering 03177 R19 2 HIPP 110812 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 TC1 5-0-0 ___... -. -__- - - - - - 1 8 12 1- --- -5 -0 -0 --- 5x5 5x5= B C 1 7 3 -5 -10 3x5= 3x5-= A D D D 0 0 0 F L:133.3 L:133.3 2x4J D:113.3 E D:113.3 2x4H W:600 W:600 R: 725 R: 725 U: 371 U: 371 BC 11 -8 -12 i i 11 -8 -12 E %■ ALL PLATES ARE LOCK20 Scale: 0.375" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 58.8 LBS Online Plus -- Version 13.0.009 LEFT RIGHT RUN DATE: 4- 2 -03 HEEL 2IN - 9SX 2IN - 9SX NOTES: 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER FB MEMBR CSI P(LBS) MOIST MO2ND RIDGWAY ROOF TRUSS TOP .33 2X 4 SP - #2 1500 TOP CHORDS 2. EMPIRICAL ANALOG IS USED. BTM .33 2X 4 SP - #2 1500 A -B .33 983 C 1806 -234 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .10 2X 4 SP - #3 850 B -C .11 837 C 489 -489 TRUSS IS DESIGNED AS A ' C -D .33 983 C 234 -1806 MAIN WIND -FORCE RES SYSTEM LATERAL BRACING: BOTTOM CHORDS FOR EXTERIOR ZONE LOCATION TOP CHORD - CONTINUOUS A -F .32 837 T 979 12 WIND SPEED - 120 MPH BTM CHORD - CONTINUOUS F -E .18 837 T -12 12 MEAN ROOF HEIGHT - 12' TRUSS SPACING - 24.0 IN. E -D .33 837 T -12 -979 EXPOSURE CATEGORY - C WEBS OCCUPANCY FACTOR - 1.00 UNIFORM LOADING F -B = 307 T E -C = 307 T ENCLOSED BUILDING. LUMBER STRESS INCREASE: 25.0% TC DEAD LOAD = 7.0 PSF PLATE STRESS INCREASE: 25.0% DL +LL DEFL = .04" IN C -D BC DEAD LOAD = 3.0 PSF UNI. LDG. LIVE DEAD (PSF) LL DEFL = .03" < BRG -SPAN /240 4. FASTEN TRUSS TO BRG A TOP CHD 20.0 7.0 SPAN /DEFL (DL +LL) = 999 FOR 371 LBS OF UPLIFT, BTM CHD .0 10.0 WHILE PERMITTING NO UPWARD TOTAL 20.0 17.0 37.0 ALL CONNECTOR PLATES MOVEMENT OF WALL OR BRG. TO BE MANUFACTURED BY 5. FASTEN TRUSS TO BRG D GIRDER LOADING ROBBINS ENGINEERING, INC. FOR 371 LBS OF UPLIFT, LUMBER STRESS INCREASE: 25.0% PLATES - 20 GAUGE LOCK WHILE PERMITTING NO UPWARD PLATE STRESS INCREASE: 25.0% GRIPPING 530 -287 PSI PER PAIR MOVEMENT OF WALL OR BRG. GRD. LDG. LIVE DEAD (PLF) INCLUDES 25.0% INCREASE 6. GIRDER CONDITION: TOP CHD 40.0 14.0 TENSION 1308- 462 PLI PER PAIR STEP DOWN HIP GIRDER WITH BTM CHD .0 20.0 SHEAR 763- 500 PLI PER PAIR KING - JACKS. TOTAL 40.0 34.0 74.0 OPEN FACE COMMON JACKS. EXCEPTIONS: JT TYPE PLATE SIZE X Y GIRDER SETBACK 5.00 ft. B -C 70.0 24.6 A 2001 3.00 X 5.00 1.6 1.5 F -E .0 35.0 B 5101 5.00 X 5.00 1.7 CTR FABRICATOR NOTES: CONCENTRATED LOADS (LBS) C 5101 5.00 X 5.00 1.7 CTR 1. Gary Dounson & Associates, F 133 (LIVE) D 2001 3.00 X 5.00 1.6 1.5 Inc. F 113 (DEAD) E 1001 2.00 X 4.00 CTR CTR 2831 NW 41st Street Suite H E 133 (LIVE) F 1001 2.00 X 4.00 CTR CTR Gainesville, FL 32606 E 113 (DEAD) (352)375 -8593 SUPPORT CRITERIA CA 5201 JT REACT WIDTH JT REACT WIDTH PE 35054 LBS IN -SX LBS IN -SX A 725 6- 0 D 725 6- 0 Rol:Ons Engineering, Inc. /Online Plus'. © 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:05 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R20 6 TR 110812 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 TCI 5 1 5-10-6 1 5x5 B I . A 7 1 3 -11 -11 3x5 1 3x5 A C r � L J 2x411 y W:600 W:600 R: 433 R: 433 U: 215 U: 213 BC 11 -8 -12 11 -8 -12 E ALL PLATES ARE LOCK20 Scale: 0.375" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 54.8 LBS Online Plus -- Version 13.0.009 DL +LL DEFL = .11" IN A -B RUN DATE: 4- 2 -03 LL DEFL = .01" < BRG -SPAN /240 NOTES: SPAN /DEFL (DL +LL) = 999 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB RIDGWAY ROOF TRUSS TOP .27 2X 4 SP - #2 1720 ALL CONNECTOR PLATES 2. EMPIRICAL ANALOG IS USED. BTM .22 2X 4 SP - #2 1720 TO BE MANUFACTURED BY 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .05 2X 4 SP - #3 980 ROBBINS ENGINEERING, INC. TRUSS IS DESIGNED AS A REPETITIVE MEMBER INCREASES: PLATES - 20 GAUGE LOCK MAIN WIND -FORCE RES SYSTEM FB 15.0% FT .0% FC .0% GRIPPING 530 -287 PSI PER PAIR FOR EXTERIOR ZONE LOCATION INCLUDES 25.0% INCREASE WIND SPEED - 120 MPH LATERAL BRACING: TENSION 1308- 462 PLI PER PAIR MEAN ROOF HEIGHT - 12' TOP CHORD - CONTINUOUS SHEAR 763- 500 PLI PER PAIR EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS OCCUPANCY FACTOR - 1.00 TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y ENCLOSED BUILDING. A 2001 3.00 X 5.00 1.6 2.0 TC DEAD LOAD = 7.0 PSF STANDARD LOADING B 3001 5.00 X 5.00 CTR CTR BC DEAD LOAD = 3.0 PSF LUMBER STRESS INCREASE: 25.0% C 2001 3.00 X 5.00 1.6 2.0 4. ANCHOR TRUSS FOR A TOTAL PLATE STRESS INCREASE: 25.0% D 1001 2.00 X 4.00 CTR CTR HORIZONTAL LOAD OF 202 LBS. LOADING LIVE DEAD (PSF) 5. FASTEN TRUSS TO BRG A TOP CHD 20.0 7.0 FOR 215 LBS OF UPLIFT, BTM CHD .0 10.0 WHILE PERMITTING NO UPWARD TOTAL 20.0 17.0 37.0 MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA 6. FASTEN TRUSS TO BRG C JT REACT WIDTH JT REACT WIDTH FOR 213 LBS OF UPLIFT, LBS IN -SX LBS IN -SX WHILE PERMITTING NO UPWARD A 433 6- 0 C 433 6- 0 MOVEMENT OF WALL OR BRG. LEFT RIGHT FABRICATOR NOTES: HEEL 21N - 9SX 2IN - 9SX 1. Gary Dounson & Associates, Inc. MEMBR CSI P(LBS) 101ST M@2ND 2831 NW 41st Street Suite H TOP CHORDS Gainesville, FL 32606 A -B .27 450 C 1248 -1317 (352)375 -8593 B -C .26 450 C 1317 -1248 CA 5201 BOTTOM CHORDS PE 35054 A -D .22 389 T -83 -972 D -C .22 389 T 972 83 WEBS D -B = 144 T Robbins Engineering, Inc. /Online Plus *" 8 1996 -2002 Version 13.0.009 Engineering . Portrait 4/2103 2:36:06 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R21 2 TR 110812 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 TC I 5-10 5 -10.- 6 5x5- B 7 3 -11 -11 3x5 3x5 1. imminimm A 41 J 2x4[1 W:600 W:600 R: 976 R: 976 U: 500 U: 500 BC I i 11-8-12 11 -8 -12 ALL PLATES ARE LOCK20 Scale: 0.375" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 56.6 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M @1ST M @2ND RUN DATE: 4- 2 -03 A -B .24 965 C 728 -1302 NOTES: B -C .24 965 C 1302 -728 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER FB BOTTOM CHORDS RIDGWAY ROOF TRUSS TOP .24 2X 4 SP - #2 1500 A -D .83 838 T 1573 -3874 2. EMPIRICAL ANALOG IS USED. BTM .83 2X 4 SP - #2 1500 D -C .83 838 T 3874 -1573 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .21 2X 4 SP - #3 850 WEBS TRUSS IS DESIGNED AS A WDG @A 2X 4 SP - #2 D -B = 669 T MAIN WIND -FORCE RES SYSTEM WDG@C 2X 4 SP - #2 FOR EXTERIOR ZONE LOCATION DL +LL DEFL = .09" IN D -C WIND SPEED - 120 MPH LATERAL BRACING: LL DEFL = .06" < BRG -SPAN /240 MEAN ROOF HEIGHT - 12' TOP CHORD - CONTINUOUS SPAN /DEFL (DL+LL) = 999 EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS OCCUPANCY FACTOR - 1.00 TRUSS SPACING - 24.0 IN. ALL CONNECTOR PLATES ENCLOSED BUILDING. TO BE MANUFACTURED BY TC DEAD LOAD = 7.0 PSF UNIFORM LOADING ROBBINS ENGINEERING, INC. BC DEAD LOAD = 3.0 PSF LUMBER STRESS INCREASE: 25.0% PLATES - 20 GAUGE LOCK 4. FASTEN TRUSS TO BRG A PLATE STRESS INCREASE: 25.0% GRIPPING 530 -287 PSI PER PAIR FOR 500 LBS OF UPLIFT, UNI. LDG. LIVE DEAD (PSF) INCLUDES 25.0% INCREASE WHILE PERMITTING NO UPWARD TOP CHD 20.0 7.0 TENSION 1308- 462 PLI PER PAIR MOVEMENT OF WALL OR BRG. BTM CHD .0 10.0 SHEAR 763- 500 PLI PER PAIR 5. FASTEN TRUSS TO BRG C TOTAL 20.0 17.0 37.0 FOR 500 LBS OF UPLIFT, JT TYPE PLATE SIZE X Y WHILE PERMITTING NO UPWARD GIRDER LOADING A 2002 3.00 X 5.00 1.6 1.5 MOVEMENT OF WALL OR BRG. LUMBER STRESS INCREASE: 25.0% B 3001 5.00 X 5.00 CTR CTR 6. GIRDER CONDITION: PLATE STRESS INCREASE: 25.0% C 2002 3.00 X 5.00 1.6 1.5 COMMON GIRDER TYPE. GRD. LDG. LIVE DEAD (PLF) D 1001 2.00 X 4.00 CTR CTR TIE -IN TRUSSES ON BTM CHD TOP CHD 40.0 14.0 WITH SPAN OF 7.000 ft. BTM CHD 50.0 62.5 TOTAL 90.0 76.5 166.5 FABRICATOR NOTES: SUPPORT CRITERIA 1. Gary Dounson & Associates, JT REACT WIDTH JT REACT WIDTH Inc. LBS IN -SX LBS IN -SX 2831 NW 41st Street Suite H A 976 6- 0 C 976 6- 0 Gainesville, FL 32606 (352)375 -8593 LEFT RIGHT CA 5201 HEEL 2IN - 9SX 2IN - 9SX PE 35054 MEMBR CSI P(LBS) MIST M @2ND TOP CHORDS Robbins Engineering, Inc. /Online Plus"' ®1996.2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:07 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R22 2 HIPP 310012 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 TC 7-0 -0 i 17 -0 -12 ' 7- , 3x6 5x5 4x5 S1 4x5 -- 5x5- B I J C 7 R . 2x4 ' 2x4' H K 4 -7 -10 7x8 7x8. A � �. , D T T S F L:280 G E L:280 l 4x8 5x10 4x8= W:600 D:237.9 D:237.9 W:600 R:2451 SPL R:2451 U:1253 U:1253 BCC 31 -0 -12 L 31 -0 -12 y ALL PLATES ARE LOCK20 Scale: 0.188" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 201.6 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) MOIST M@2ND RUN DATE: 4- 2 -03 TOP CHORDS NOTES: A -H .92 3897 C 7237 3598 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER FB H -B .55 3941 C -3598 -1761 RIDGWAY ROOF TRUSS TOP .92 2X 4 SP -2400 2400 B -I .77 3462 C 2610 -3765 2. EMPIRICAL ANALOG IS USED. BTM .83 2X 4 SP -2400 2400 I -S1 .88 4835 C 3765 164 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .65 2X 4 SP - #3 850 S1 -J .88 4835 C -164 -3765 TRUSS IS DESIGNED AS A WDGOA 2X 6 SP - #2 J -C .77 3462 C 3765 -2610 MAIN WIND -FORCE RES SYSTEM WDGOD 2X 6 SP - #2 C -K .55 3941 C 1761 3598 FOR EXTERIOR ZONE LOCATION EXCEPTIONS: K -D .92 3897 C -3598 -7237 WIND SPEED - 120 MPH B -I 2X 4 SP - #2 1500 BOTTOM CHORDS MEAN ROOF HEIGHT - 12' I -S1 S1 -J J -C SAME AS B -I A -F .66 3222 T 3739 -675 EXPOSURE CATEGORY - C F -G .83 4692 T 675 -4194 OCCUPANCY FACTOR - 1.00 LATERAL BRACING: G -E .83 4692 T 4194 -675 ENCLOSED BUILDING. TOP CHORD - CONTINUOUS E -D .66 3221 T 675 -3739 TC DEAD LOAD = 7.0 PSF BTM CHORD - CONTINUOUS WEBS BC DEAD LOAD = 3.0 PSF . ONE BRACE - F -I J -E H -F = 291 T F -B = 1457 T 4. PREVENT TRUSS ROTATION AT TRUSS SPACING - 24.0 IN. F -I = 1539 C I -G = 268 T ALL BEARING LOCATIONS. G -J = 268 T J -E = 1539 C 5. FASTEN TRUSS TO BRG A UNIFORM LOADING E -C = 1457 T E -K = 291 T FOR1253 LBS OF UPLIFT, LUMBER STRESS INCREASE: 25.0% WHILE PERMITTING NO UPWARD PLATE STRESS INCREASE: 25.0% DL +LL DEFL = .66" IN G -E MOVEMENT OF WALL OR BRG. UNI. LDG. LIVE DEAD (PSF) LL DEFL = .38" < BRG -SPAN /240 6. FASTEN TRUSS TO BRG D TOP CHD 20.0 7.0 SPAN /DEFL (DL +LL) = 581 FOR1253 LBS OF UPLIFT, BTM CHD .0 10.0 WHILE PERMITTING NO UPWARD TOTAL 20.0 17.0 37.0 ALL CONNECTOR PLATES MOVEMENT OF WALL OR BRG. TO BE MANUFACTURED BY 7. GIRDER CONDITION: GIRDER LOADING ROBBINS ENGINEERING, INC. STEP DOWN HIP GIRDER WITH LUMBER STRESS INCREASE: 25.0% PLATES - 20 GAUGE LOCK KING- JACKS. PLATE STRESS INCREASE: 25.0% GRIPPING 530 -287 PSI PER PAIR OPEN FACE COMMON JACKS. GRD. LDG. LIVE DEAD (PLF) INCLUDES 25.0% INCREASE GIRDER SETBACK 7.00 ft. TOP CHD 40.0 14.0 TENSION 1308- 462 PLI PER PAIR BTM CHD .0 20.0 SHEAR 763- 500 PLI PER PAIR FABRICATOR NOTES: TOTAL 40.0 34.0 74.0 1. Gary Dounson & Associates, EXCEPTIONS: JT TYPE PLATE SIZE X Y Inc. B -C 90.0 31.6 A 2020< 7.00 X 8.00 .5 2.1 2831 NW 41st Street Suite H F -E .0 45.0 B 5101 5.00 X 5.00 1.7 CTR Gainesville, FL 32606 CONCENTRATED LOADS (LBS) C 5101 5.00 X 5.00 1.7 CTR (352)375 -8593 F 280 (LIVE) D 2020< 7.00 X 8.00 .5 2.1 CA 5201 F 237 (DEAD) E 1070 4.00 X 8.00 CTR CTR PE 35054 E 280 (LIVE) F 1070 4.00 X 8.00 CTR CTR E 237 (DEAD) G 1110 5.00 X10.00 CTR 3.5 SUPPORT CRITERIA H 1001 2.00 X 4.00 CTR CTR JT TYPE HORZ VERT WIDTH I 1010 4.00 X 5.00 CTR CTR LBS LBS IN -SX J 1010 4.00 X 5.00 CTR CTR A PIN 0 2451 6- 0 K 1001 2.00 X 4.00 CTR CTR D HORZ RLR 0 2451 6- 0 S1 1100 3.00 X 6.00 CTR .2 LEFT RIGHT < = PLATE IS ROTATED BY 15 DEG HEEL 2IN - 9SX 2IN - 9SX Robbins Engineering, Inc. /Online Plus^" © 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:08 PM Page 1 Job Mark Quan Type Span P1 -Hi Left OH Right OH Engineering 03177 R23 2 HIPP 310012 7 0 0 ,. LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 TC1_ 9 -0 -0 I 13 -0 -12 1_ 9 - 0 - 0 J 5x10 2x4 1 5x10 B I C 7 ,, w > w 24 2x4, H J 5 -9 -10 4x6 -- 4x6= A D F G E 1 4x5 6x8 4x5_, 1 i W:600 W:600 R:1149 SPL R:1149 U: 669 U: 669 31- 0 -12=; ALL PLATES ARE LOCK20 Scale: 0.188" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 204.8 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) MOIST MO2ND RUN DATE: 4- 2 -03 E -D .65 1433 T 672 -2568 NOTES: WEBS 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB H -F = 272 T F -B = 211 T RIDGWAY ROOF TRUSS TOP .51 2X 4 SP - #2 1720 B -G = 461 C G -I = 382 T 2. EMPIRICAL ANALOG IS USED. BTM .65 2X 4 SP - #2 1720 G -C = 461 C E -C = 211 T 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .64 2X 4 SP - #3 980 E -J = 270 T TRUSS IS DESIGNED AS A WDG@A 2X 4 SP - #2 MAIN WIND -FORCE RES SYSTEM WDGOD 2X 4 SP - #2 DL +LL DEFL = .23" IN I -C FOR EXTERIOR ZONE LOCATION REPETITIVE MEMBER INCREASES: LL DEFL = .16" < BRG -SPAN /240 WIND SPEED - 120 MPH FB 15.0% FT .0% FC .0% SPAN /DEFL (DL +LL) = 999 MEAN ROOF HEIGHT - 12' EXPOSURE CATEGORY - C LATERAL BRACING: ALL CONNECTOR PLATES OCCUPANCY FACTOR - 1.00 TOP CHORD - CONTINUOUS TO BE MANUFACTURED BY ENCLOSED BUILDING. BTM CHORD - CONTINUOUS ROBBINS ENGINEERING, INC. TC DEAD LOAD = 7.0 PSF TRUSS SPACING - 24.0 IN. PLATES - 20 GAUGE LOCK BC DEAD LOAD = 3.0 PSF GRIPPING 530 -287 PSI PER PAIR 4. ANCHOR TRUSS FOR A TOTAL STANDARD LOADING INCLUDES 25.0% INCREASE HORIZONTAL LOAD OF 319 LBS. LUMBER STRESS INCREASE: 25.0% TENSION 1308- 462 PLI PER PAIR 5. FASTEN TRUSS TO BRG A PLATE STRESS INCREASE: 25.0% SHEAR 763- 500 PLI PER PAIR FOR 669 LBS OF UPLIFT, LOADING LIVE DEAD (PSF) WHILE PERMITTING NO UPWARD TOP CHD 20.0 7.0 JT TYPE PLATE SIZE X Y MOVEMENT OF WALL OR BRG. BTM CHD .0 10.0 A 2002 4.00 X 6.00 1.6 1.5 6. FASTEN TRUSS TO BRG D TOTAL 20.0 17.0 37.0 B 5150 5.00 X10.00 1.8 1.8 FOR 669 LBS OF UPLIFT, SUPPORT CRITERIA C 5150 5.00 X10.00 1.8 1.8 WHILE PERMITTING NO UPWARD JT REACT WIDTH JT REACT WIDTH D 2002 4.00 X 6.00 1.6 1.5 MOVEMENT OF WALL OR BRG. LBS IN -SX LBS IN -SX E 1050 4.00 X 5.00 CTR CTR A 1149 6- 0 D 1149 6- 0 F 1030 4.00 X 5.00 CTR CTR FABRICATOR NOTES: G 1170 6.00 X 8.00 CTR CTR 1. Gary Dounson & Associates, LEFT RIGHT H 1001 2.00 X 4.00 CTR CTR Inc. HEEL 2IN - 9SX 2IN - 9SX I 1001 2.00 X 4.00 CTR CTR 2831 NW 41st Street Suite H J 1001 2.00 X 4.00 CTR CTR Gainesville, FL 32606 MEMBR CSI P(LBS) MOIST M@2ND (352)375 -8593 TOP CHORDS CA 5201 A -H .51 1690 C 2962 -68 PE 35054 H -B .29 1509 C 68 -619 B -I .44 1616 C 1799 -2324 I -C .44 1616 C 2324 -1799 C -J .29 1510 C 619 -68 J -D .51 1690 C 68 -2962 BOTTOM CHORDS A -F .65 1433 T 2568 -672 F -G .37 1308 T 672 -826 G -E .37 1309 T 826 -672 Robbins Engineering, Inc. /Online Plus T" 0 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2103 2:36:09 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R24 2 HIPP 310012 7 0 0 . LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 TCI 11 -0 1 9 0 -12 L -- 11 - 0 - 0 5x5 4x5 5x5 = B J C 0 7 4x5 4x5, I K 6 -11 -10 l'ANNI. e 1; • , 4x6 4x6= A D r H F S1 E G i 2x4 4x8 3x6 4x8 2x411 W:600 5:600 R:1149 R:1149 U: 644 U: 644 BCI 31 -0 -12 LI i 31 -0 -12 - c ALL PLATES ARE LOCK20 Scale: 0.188" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 215.3 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) MOIST M@2ND RUN DATE: 4- 2 -03 H -F .49 1432 T -606 -1469 NOTES: F-Sl .46 1292 T 1469 994 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB S1 -E .46 1292 T -994 -1469 RIDGWAY ROOF TRUSS TOP .49 2X 4 SP - #2 1720 E -G .49 1432 T 1469 606 2. EMPIRICAL ANALOG IS USED. BTM .67 2X 4 SP - #2 1720 G -D .67 1432 T -606 -2669 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .27 2X 4 SP - #3 980 WEBS TRUSS IS DESIGNED AS A WDG@A 2X 4 SP - #2 H -I = 60 T I -F = 351 T MAIN WIND -FORCE RES SYSTEM WDG@D 2X 4 SP - #2 F -B = 429 T F -J = 377 T FOR EXTERIOR ZONE LOCATION REPETITIVE MEMBER INCREASES: J -E = 377 T E -C = 429 T WIND SPEED - 120 MPH FB 15.0% FT .0% FC .0% E -K = 348 T G -K = 58 T MEAN ROOF HEIGHT - 12' EXPOSURE CATEGORY - C LATERAL BRACING: DL +LL DEFL = .26" AT S1 OCCUPANCY FACTOR - 1.00 TOP CHORD - CONTINUOUS LL DEFL = .12" < BRG -SPAN /240 ENCLOSED BUILDING. BTM CHORD - CONTINUOUS SPAN /DEFL (DL +LL) = 999 TC DEAD LOAD = 7.0 PSF ONE BRACE - F -J J -E BC DEAD LOAD = 3.0 PSF TRUSS SPACING - 24.0 IN. ALL CONNECTOR PLATES 4. ANCHOR TRUSS FOR A TOTAL TO BE MANUFACTURED BY HORIZONTAL LOAD OF 392 LBS. STANDARD LOADING ROBBINS ENGINEERING, INC. 5. FASTEN TRUSS TO BRG A LUMBER STRESS INCREASE: 25.0% PLATES - 20 GAUGE LOCK FOR 644 LBS OF UPLIFT, PLATE STRESS INCREASE: 25.0% GRIPPING 530 -287 PSI PER PAIR WHILE PERMITTING NO UPWARD LOADING LIVE DEAD (PSF) INCLUDES 25.0% INCREASE MOVEMENT OF WALL OR BRG. TOP CHD 20.0 7.0 TENSION 1308- 462 PLI PER PAIR 6. FASTEN TRUSS TO BRG D BTM CHD .0 10.0 SHEAR 763- 500 PLI PER PAIR FOR 644 LBS OF UPLIFT, TOTAL 20.0 17.0 37.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA JT TYPE PLATE SIZE X Y MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH A 2002 4.00 X 6.00 1.6 1.5 LBS IN -SX LBS IN -SX B 5101 5.00 X 5.00 1.7 CTR FABRICATOR NOTES: A 1149 6- 0 D 1149 6- 0 C 5101 5.00 X 5.00 1.7 CTR 1. Gary Dounson & Associates, D 2002 4.00 X 6.00 1.6 1.5 Inc. LEFT RIGHT E 1070 4.00 X 8.00 CTR CTR 2831 NW 41st Street Suite H HEEL 2IN - 9SX 2IN - 9SX F 1070 4.00 X 8.00 CTR CTR Gainesville, FL 32606 G 1001 2.00 X 4.00 CTR CTR (352)375 -8593 MEMBR CSI P(LBS) MIST M @2ND H 1001 2.00 X 4.00 CTR CTR CA 5201 TOP CHORDS I 1050 4.00 X 5.00 CTR CTR PE 35054 A -I .49 1674 C 2852 -904 J 1010 4.00 X 5.00 CTR CTR I -B .38 1408 C 904 -882 K 1050 4.00 X 5.00 CTR CTR B -J .27 1216 C 1235 -859 S1 1100 3.00 X 6.00 CTR .2 J -C .27 1216 C 859 -1234 C -K .38 1407 C 882 -904 K -D .49 1674 C 904 -2852 BOTTOM CHORDS A -H .67 1432 T 2669 606 Robbins Engineering, Inc. /Online Plus* 0 1996 -2002 Version 13.0.009 Engineering - Portrait 412/03 2:36:10 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R25 2 HIPP 310012 7 0 0 . LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 TC1 13-0-0 1, _ 5-0-12 _.. 1 - - -.. 13-0 -0 5x10 5x5'= B C 71 4x5 4x5= I J 8 -1 -10 �� ■ 1 4x6 4x6 A D 0 ! iii § so x H F S1 E G R51 i 1 2x4,! 4x5 3x6 4x8- 2x411 1 W:600 W:600 R:1149 R:1149 U: 614 U: 614 Be 31 -0 -12 Hi 31 -0 -12 - - C1 ALL PLATES ARE LOCK20 Scale: 0.188" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 215.1 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M @1ST M ®2ND RUN DATE: 4- 2 -03 F -S1 .33 1097 T 809 -37 NOTES: S1 -E .32 1097 T 37 -803 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB E -G .39 1430 T 803 -31 RIDGWAY ROOF TRUSS TOP .53 2X 4 SP - #2 1720 G -D .64 1430 T 31 -2473 2. EMPIRICAL ANALOG IS USED. BTM .64 2X 4 SP - #2 1720 WEBS 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .49 2X 4 SP - #3 980 H -I = 81 T I -F = 446 T TRUSS IS DESIGNED AS A WDG @A 2X 4 SP - #2 F -B = 336 T B -E = 299 C MAIN WIND -FORCE RES SYSTEM WDG@D 2X 4 SP - #2 E -C = 336 T E -J = 446 T FOR EXTERIOR ZONE LOCATION REPETITIVE MEMBER INCREASES: G -J = 81 T WIND SPEED - 120 MPH FB 15.0% FT .0% FC .0% MEAN ROOF HEIGHT - 12' DL +LL DEFL = .27" IN C -J EXPOSURE CATEGORY - C LATERAL BRACING: LL DEFL = .11" < BRG -SPAN /240 OCCUPANCY FACTOR - 1.00 TOP CHORD - CONTINUOUS SPAN /DEFL (DL +LL) = 999 ENCLOSED BUILDING. BTM CHORD - CONTINUOUS TC DEAD LOAD = 7.0 PSF TRUSS SPACING - 24.0 IN. ALL CONNECTOR PLATES BC DEAD LOAD = 3.0 PSF TO BE MANUFACTURED BY 4. ANCHOR TRUSS FOR A TOTAL STANDARD LOADING ROBBINS ENGINEERING, INC. HORIZONTAL LOAD OF 464 LBS. LUMBER STRESS INCREASE: 25.0% PLATES - 20 GAUGE LOCK 5. FASTEN TRUSS TO BRG A PLATE STRESS INCREASE: 25.0% GRIPPING 530 -287 PSI PER PAIR FOR 614 LBS OF UPLIFT, LOADING LIVE DEAD (PSF) INCLUDES 25.0% INCREASE WHILE PERMITTING NO UPWARD TOP CHD 20.0 7.0 TENSION 1308- 462 PLI PER PAIR MOVEMENT OF WALL OR BRG. BTM CHD .0 10.0 SHEAR 763- 500 PLI PER PAIR 6. FASTEN TRUSS TO BRG D TOTAL 20.0 17.0 37.0 FOR 614 LBS OF UPLIFT, SUPPORT CRITERIA JT TYPE PLATE SIZE X Y WHILE PERMITTING NO UPWARD JT REACT WIDTH JT REACT WIDTH A 2002 4.00 X 6.00 1.6 1.5 MOVEMENT OF WALL OR BRG. LBS IN -SX LBS IN -SX B 5150 5.00 X10.00 1.8 1.8 A 1149 6- 0 D 1149 6- 0 C 5101 5.00 X 5.00 1.7 CTR FABRICATOR NOTES: D 2002 4.00 X 6.00 1.6 1.5 1. Gary Dounson & Associates, LEFT RIGHT E 1070 4.00 X 8.00 CTR CTR Inc. HEEL 2IN - 9SX 2IN - 9SX F 1030 4.00 X 5.00 CTR CTR 2831 NW 41st Street Suite H G 1001 2.00 X 4.00 CTR CTR Gainesville, FL 32606 MEMBR CSI P(LBS) M @1ST M @2ND H 1001 2.00 X 4.00 CTR CTR (352)375 -8593 TOP CHORDS I 1050 4.00 X 5.00 CTR CTR CA 5201 A -I .53 1664 C 3034 -1784 J 1050 4.00 X 5.00 CTR CTR PE 35054 I -B .50 1275 C 1784 -1140 S1 1100 3.00 X 6.00 CTR .2 B -C .31 1097 C 1473 -1470 C -J .50 1274 C 1136 -1785 J -D .53 1664 C 1785 -3035 BOTTOM CHORDS A -H .64 1430 T 2473 -29 H -F .39 1430 T 29 -809 Robbins Engineering, Inc. /Online Plus"' © 1996-2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:11 PM Page 1 Job Mark Quan Type Span Pl -H1 Left OH Right OH Engineering I 03177 R26 2 HIPP 310012 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 N 0 0 0 O TCi 15-0-0 ir11 - - __....._ 15-0-0 1 5x5 5x5 B C twv 7 1 SPLJ/ I `KSPL x4: • 2x4 9-3-10 = L 4x6 d 4x6 it li H E G 1 W:600 4x5 - 5x16 4x5= W:600 R:1149 R:1149 U: 579 F 4x5- U: 579 SPL HC 31 -0 -12 1 31 -0 -12 ALL PLATES ARE LOCK20 Scale: 0.125" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 228.8 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M @1ST M @2ND RUN DATE: 4- 2 -03 G -D .64 1437 T 408 -2446 NOTES: WEBS 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB I -H = 288 T H -J = 253 T RIDGWAY ROOF TRUSS TOP .53 2X 4 SP - #2 1720 J -F = 488 T F -B = 427 T 2. EMPIRICAL ANALOG IS USED. BTM .64 2X 4 SP - #2 1720 E -C = 427 T E -K = 487 T 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .37 2X 4 SP - #3 980 K -G = 253 T G -L = 285 T TRUSS IS DESIGNED AS A WDG @A 2X 4 SP - #2 MAIN WIND -FORCE RES SYSTEM ' WDG @D 2X 4 SP - #2 DL +LL DEFL = .22" IN E -G FOR EXTERIOR ZONE LOCATION REPETITIVE MEMBER INCREASES: LL DEFL = .13" < BRG -SPAN /240 WIND SPEED - 120 MPH FB 15.0% FT .0% FC .0% SPAN /DEFL (DL +LL) = 999 MEAN ROOF HEIGHT - 12' EXPOSURE CATEGORY - C LATERAL BRACING: ALL CONNECTOR PLATES OCCUPANCY FACTOR - 1.00 TOP CHORD - CONTINUOUS TO BE MANUFACTURED BY ENCLOSED BUILDING. BTM CHORD - CONTINUOUS ROBBINS ENGINEERING, INC. TC DEAD LOAD = 7.0 PSF ONE BRACE - J -F E -K PLATES - 20 GAUGE LOCK BC DEAD LOAD = 3.0 PSF TRUSS SPACING - 24.0 IN. GRIPPING 530 -287 PSI PER PAIR 4. ANCHOR TRUSS FOR A TOTAL INCLUDES 25.0% INCREASE HORIZONTAL LOAD OF 536 LBS. STANDARD LOADING TENSION 1308- 462 PLI PER PAIR 5. FASTEN TRUSS TO BRG A LUMBER STRESS INCREASE: 25.0% SHEAR 763- 500 PLI PER PAIR FOR 579 LBS OF UPLIFT, PLATE STRESS INCREASE: 25.0% WHILE PERMITTING NO UPWARD LOADING LIVE DEAD (PSF) JT TYPE PLATE SIZE X Y MOVEMENT OF WALL OR BRG. TOP CHD 20.0 7.0 A 2002 4.00 X 6.00 1.6 1.5 6. FASTEN TRUSS TO BRG D BTM CHD .0 10.0 B 5101 5.00 X 5.00 1.7 CTR FOR 579 LBS OF UPLIFT, TOTAL 20.0 17.0 37.0 C 5101 5.00 X 5.00 1.7 CTR WHILE PERMITTING NO UPWARD SUPPORT CRITERIA D 2002 4.00 X 6.00 1.6 1.5 MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH E 1150 5.00 X16.00 CTR 3.0 LBS IN -SX LBS IN -SX F 1030 4.00 X 5.00 CTR CTR FABRICATOR NOTES: A 1149 6- 0 D 1149 6- 0 G 1010 4.00 X 5.00 CTR CTR 1. Gary Dounson & Associates, H 1010 4.00 X 5.00 CTR CTR Inc. LEFT RIGHT I 1001 2.00 X 4.00 CTR CTR 2831 NW 41st Street Suite H HEEL 2IN - 9SX 2IN - 9SX J 1110 5.00 X 5.00 CTR 3.0 Gainesville, FL 32606 K 1110 5.00 X 5.00 CTR 3.0 (352)375 -8593 MEMBR CSI P(LBS) M @1ST M @2ND L 1001 2.00 X 4.00 CTR CTR CA 5201 TOP CHORDS PE 35054 A -I .53 1690 C 3106 -221 I -J .40 1541 C 221 -1717 J -B .37 1141 C 1717 -404 B -C .20 976 C 758 -758 C -K .37 1141 C 404 -1717 ` K -L .40 1541 C 1717 -221 L -D .53 1690 C 221 -3106 BOTTOM CHORDS A -H .64 1437 T 2446 -408 H -F .41 1247 T 408 -1167 F -E .36 976 T 1167 -1167 E -G .41 1247 T 1167 -408 Robbins Engineering, Inc. /Online Plus". C 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2103 2:36:12 PM Page 1 Job Mark Quan Type Span Pl -H1 Left OH Right OH Engineering 03177 R27 13 TR 310012 7 0 0 LANAHAN - CARITHERS RESIDENCE 1 HO 6 -10 TCj 15 -6 -6 HO 6 -10 5x5 B C i 5x5 % 5 SPL F G SPL 9 2x4 i,: 2 H 1 4x6 4x6= A C tAllibt& M to r E S1 D 4x8 4x6- 4x8 W:600 R:1303 W:600 R:1303 U: 596 U: 594 BC 31-0-12 - - - -- -- - - -1 i 31 -0 -12 _ =� ALL PLATES ARE LOCK20 Scale: 0.188" = 1' ■ Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 213.2 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) MO1ST M@2ND RUN DATE: 4- 2 -03 BOTTOM CHORDS NOTES: A -E .95 1671 T 2418 -3709 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER FB E -S1 .94 1104 T 3709 4201 RIDGWAY ROOF TRUSS TOP .84 2X 4 SP - #2 1500 S1 -D .94 1104 T -4201 -3709 2. EMPIRICAL ANALOG IS USED. BTM .95 2X 4 SP - #2 1500 D -C .95 1671 T 3709 -2418 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .58 2X 4 SP - #3 850 WEBS TRUSS IS DESIGNED AS A WDGOA 2X 4 SP - #2 H -E = 332 T E -F = 410 T MAIN WIND -FORCE RES SYSTEM WDG@C 2X 4 SP - #2 E -B = 878 T B -D = 878 T FOR EXTERIOR ZONE LOCATION D -G = 410 T D -I = 329 T WIND SPEED - 120 MPH LATERAL BRACING: MEAN ROOF HEIGHT - 12' TOP CHORD - CONTINUOUS DL +LL DEFL = .85" AT S1 EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS LL DEFL = .46" < BRG -SPAN /240 OCCUPANCY FACTOR - 1.00 ONE BRACE - E -B B -D SPAN /DEFL (DL +LL) = 448 ENCLOSED BUILDING. TRUSS SPACING - 24.0 IN. TC DEAD LOAD = 7.0 PSF ALL CONNECTOR PLATES BC DEAD LOAD = 3.0 PSF STANDARD LOADING TO BE MANUFACTURED BY 4. ANCHOR TRUSS FOR A TOTAL LUMBER STRESS INCREASE: 25.0% ROBBINS ENGINEERING, INC. HORIZONTAL LOAD OF 550 LBS. PLATE STRESS INCREASE: 25.0% PLATES - 20 GAUGE LOCK 5. FASTEN TRUSS TO BRG A LOADING LIVE DEAD (PSF) GRIPPING 530 -287 PSI PER PAIR FOR 596 LBS OF UPLIFT, TOP CHD 20.0 7.0 INCLUDES 25.0% INCREASE WHILE PERMITTING NO UPWARD BTM CHD .0 10.0 TENSION 1308- 462 PLI PER PAIR MOVEMENT OF WALL OR BRG. TOTAL 20.0 17.0 37.0 SHEAR 763- 500 PLI PER PAIR 6. FASTEN TRUSS TO BRG C EXCEPTIONS: FOR 594 LBS OF UPLIFT, E -D 5.0 20.0 JT TYPE PLATE SIZE X Y WHILE PERMITTING NO UPWARD SUPPORT CRITERIA A 2002 4.00 X 6.00 1.6 1.5 MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH B 3010 5.00 X 5.00 CTR CTR LBS IN -SX LBS IN -SX C 2002 4.00 X 6.00 1.6 1.5 FABRICATOR NOTES: A 1303 6- 0 C 1303 6- 0 D 1070 4.00 X 8.00 CTR CTR 1. Gary Dounson & Associates, E 1070 4.00 X 8.00 CTR CTR Inc. LEFT RIGHT F 1102 5.00 X 5.00 CTR 3.0 2831 NW 41st Street Suite H HEEL 2IN - 9SX 2IN - 9SX G 1102 5.00 X 5.00 CTR 3.0 Gainesville, FL 32606 H 1001 2.00 X 4.00 CTR CTR (352)375 -8593 MEMBR CSI P(LBS) MOIST MO2ND I 1001 2.00 X 4.00 CTR CTR CA 5201 TOP CHORDS S1 1100 4.00 X 6.00 CTR .0 PE 35054 A -H .84 1971 C 4143 -36 H -F .41 1764 C 36 -1654 F -B .44 1783 C 1654 -1048 B -G .44 1782 C 1048 -1654 G -I .41 1764 C 1654 -36 . I -C .84 1971 C 36 -4143 Robbins Engineering, Inc. /Online Plus'" ©1996.2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:14 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R28 2 TR 121000 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 T 6- 5-0 6 -5 -0 4x5 B /1 7 I I 4 -3 -9 3x5 3x5 A C C J W:600 W:600 R: 474 R: 474 U: 234 U: 234 BC1 12 -10 -0 12 -10-0 - £� ALL PLATES ARE LOCK20 Scale: 0.375" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 52.9 LBS Online Plus -- Version 13.0.009 ALL CONNECTOR PLATES RUN DATE: 4 - 2 -03 TO BE MANUFACTURED BY NOTES: ROBBINS ENGINEERING, INC. 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB PLATES - 20 GAUGE LOCK RIDGWAY ROOF TRUSS TOP .58 2X 4 SP - #2 1720 GRIPPING 530 -287 PSI PER PAIR 2. EMPIRICAL ANALOG IS USED. BTM .43 2X 4 SP - #2 1720 INCLUDES 25.0% INCREASE 3. WIND LOADS - ANSI /ASCE 7 -98 REPETITIVE MEMBER INCREASES: TENSION 1308- 462 PLI PER PAIR TRUSS IS DESIGNED AS A FB 15.0% FT .0% FC .0% SHEAR 763- 500 PLI PER PAIR MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION LATERAL BRACING: JT TYPE PLATE SIZE X Y WIND SPEED - 120 MPH TOP CHORD - CONTINUOUS A 2001 3.00 X 5.00 1.6 2.0 MEAN ROOF HEIGHT - 12' BTM CHORD - CONTINUOUS B 3000 4.00 X 5.00 CTR CTR EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. C 2001 3.00 X 5.00 1.6 2.0 OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. STANDARD LOADING TC DEAD LOAD = 7.0 PSF LUMBER STRESS INCREASE: 25.0% BC DEAD LOAD = 3.0 PSF PLATE STRESS INCREASE: 25.0% 4. ANCHOR TRUSS FOR A TOTAL LOADING LIVE DEAD (PSF) HORIZONTAL LOAD OF 222 LBS. TOP CHD 20.0 7.0 5. FASTEN TRUSS TO BRG A BTM CHD .0 10.0 FOR 234 LBS OF UPLIFT, TOTAL 20.0 17.0 37.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH 6. FASTEN TRUSS TO BRG C LBS IN -SX LBS IN -SX FOR 234 LBS OF UPLIFT, A 474 6- 0 C 474 6- 0 WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. LEFT RIGHT HEEL 2IN - 9SX 21N - 9SX FABRICATOR NOTES: 1. Gary Dounson & Associates, MEMBR CSI P(LBS) 14(4)1ST M@2ND Inc. TOP CHORDS 2831 NW 41st Street Suite H A -B .58 431 C -1029 -3769 Gainesville, FL 32606 B -C .58 431 C 3769 1030 (352)375 -8593 BOTTOM CHORDS CA 5201 A -C .43 402 T 2192 -2192 PE 35054 WEBS DL +LL DEFL = .53" IN A -C LL DEFL = .01" < BRG -SPAN /240 SPAN /DEFL (DL +LL) = 308 Robbins Engineering, Inc. /Online Plus.' 0 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:15 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R29 1 TR 121000 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -10 HO 6 -10 TC1 6 -5 -0 5 -0 4x5 B 2 , 7 3x5 4 -3 -9 3x5 A C dom ma L 2 2 J E g / /� /. 7 - r 1 I BC 3 -1 -12 6 - 8 -8 i 2 11 -12 - 12 -10-0 E> ALL PLATES ARE LOCK20 Scale: 0.375" = 1 Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 52.9 LBS Online Plus -- Version 13.0.009 ALL CONNECTOR PLATES RUN DATE: 4- 2 -03 TO BE MANUFACTURED BY NOTES: ROBBINS ENGINEERING, INC. 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB PLATES - 20 GAUGE LOCK RIDGWAY ROOF TRUSS TOP .33 2X 4 SP - #2 1720 GRIPPING 530 -287 PSI PER PAIR 2. EMPIRICAL ANALOG IS USED. BTM .34 2X 4 SP - #2 1720 INCLUDES 25.0% INCREASE 3. WIND LOADS - ANSI /ASCE 7 -98 REPETITIVE MEMBER INCREASES: TENSION 1308- 462 PLI PER PAIR TRUSS IS DESIGNED AS A FB 15.0% FT .0% FC .0% SHEAR 763- 500 PLI PER PAIR MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION LATERAL BRACING: JT TYPE PLATE SIZE X Y WIND SPEED - 120 MPH TOP CHORD - CONTINUOUS A 2001 3.00 X 5.00 1.6 2.0 MEAN ROOF HEIGHT - 12' BTM CHORD - CONTINUOUS B 3000 4.00 X 5.00 CTR CTR EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. C 2001 3.00 X 5.00 1.6 2.0 OCCUPANCY FACTOR - 1.00 E ENCLOSED BUILDING. STANDARD LOADING F TC DEAD LOAD = 7.0 PSF LUMBER STRESS INCREASE: 25.0% BC DEAD LOAD = 3.0 PSF PLATE STRESS INCREASE: 25.0% 4. ANCHOR TRUSS FOR A TOTAL LOADING LIVE DEAD (PSF) HORIZONTAL LOAD OF 222 LBS. TOP CHD 20.0 7.0 5. FASTEN TRUSS TO BRG A BTM CHD .0 10.0 FOR 145 LBS OF UPLIFT, TOTAL 20.0 17.0 37.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR BRG. CONTINUOUS BETWEEN JNTS A & E 6. FASTEN TRUSS TO BRG E CONTINUOUS BETWEEN JNTS F & C FOR 349 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD LEFT RIGHT MOVEMENT OF WALL OR BRG. HEEL 2IN - 9SX 2IN - 9SX 7. FASTEN TRUSS TO BRG F FOR 371 LBS OF UPLIFT, MEMBR CSI P(LBS) MIST M@2ND WHILE PERMITTING NO UPWARD TOP CHORDS MOVEMENT OF WALL OR BRG. A -B .33 342 C 1726 -2172 8. FASTEN TRUSS TO BRG C B -C .33 342 C 2172 -1735 FOR 137 LBS OF UPLIFT, BOTTOM CHORDS WHILE PERMITTING NO UPWARD A -E .30 299 T -740 -783 MOVEMENT OF WALL OR BRG. E -F .34 299 T 783 -795 F -C .34 299 T 795 744 FABRICATOR NOTES: WEBS 1. Gary Dounson & Associates, Inc. DL +LL DEFL = .13" IN A -B 2831 NW 41st Street Suite H LL DEFL = .13" < BRG -SPAN /240 Gainesville, FL 32606 ' SPAN /DEFL (DL +LL) = 999 (352)375 -8593 CA 5201 PE 35054 Robbins Engineering, Inc. /Online Plus'. ®1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:16 PM Page 1 Job Mark I Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 R30 4 TR 70808 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 2 -0 -0 HO 2 -1 -2 TC; - 3 -11 -4. 1 3-9-4 _. 4x5 __ B 7, /1 gio 3x5 3x10 4 -3 -9 E G IP ' L iiigI ! F V H 4x5 L J 2x4'' W:600 W:600 R: 285 R: 285 U: 120 U: 134 Bct 7_8_8 F - - 2- 5 -12 C ! 7 - 8 - 8 - { 1 �5 - - - 2- 7 -12- - E-- ALL PLATES ARE LOCR20 Scale: 0.375" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 51.9 LBS Online Plus -- Version 13.0.009 DL +LL DEFL = .50" AT B RUN DATE: 4- 2 -03 LL DEFL < BRG -SPAN /240 NOTES: DL +LL HORZ = .58" AT E 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB SPAN /DEFL (DL +LL) = 186 RIDGWAY ROOF TRUSS TOP .68 2X 4 SP - #2 1720 2. EMPIRICAL ANALOG IS USED. BTM .25 2X 4 SP - #2 1720 ALL CONNECTOR PLATES 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .21 2X 4 SP - #3 980 TO BE MANUFACTURED BY TRUSS IS DESIGNED AS A REPETITIVE MEMBER INCREASES: ROBBINS ENGINEERING, INC. MAIN WIND -FORCE RES SYSTEM FB 15.0% FT .0% FC .0% PLATES - 20 GAUGE LOCK FOR EXTERIOR ZONE LOCATION GRIPPING 530 -287 PSI PER PAIR WIND SPEED - 120 MPH LATERAL BRACING: INCLUDES 25.0% INCREASE MEAN ROOF HEIGHT - 12' TOP CHORD - CONTINUOUS TENSION 1308- 462 PLI PER PAIR EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS SHEAR 763- 500 PLI PER PAIR OCCUPANCY FACTOR - 1.00 TRUSS SPACING - 24.0 IN. ENCLOSED BUILDING. JT TYPE PLATE SIZE X Y TC DEAD LOAD = 7.0 PSF STANDARD LOADING B 3000 4.00 X 5.00 CTR CTR BC DEAD LOAD = 3.0 PSF LUMBER STRESS INCREASE: 25.0% E 4100 3.00 X 5.00 CTR CTR 4. ANCHOR TRUSS FOR A TOTAL PLATE STRESS INCREASE: 25.0% F 4012 4.00 X 5.00 CTR CTR HORIZONTAL LOAD OF 220 LBS. LOADING LIVE DEAD (PSF) G 4110 3.00 X10.00 3.2 CTR 5. FASTEN TRUSS TO BRG F TOP CHD 20.0 7.0 H 4000 2.00 X 4.00 CTR CTR FOR 120 LBS OF UPLIFT, BTM CHD .0 10.0 WHILE PERMITTING NO UPWARD TOTAL 20.0 17.0 37.0 MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA 6. FASTEN TRUSS TO BRG H JT REACT WIDTH JT REACT WIDTH FOR 134 LBS OF UPLIFT, LBS IN -SX LBS IN -SX WHILE PERMITTING NO UPWARD F 285 6- 0 H 285 6- 0 MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: MEMBR CSI P(LBS) MOIST MO2ND 1. Gary Dounson & Associates, TOP CHORDS Inc. E -B .68 127 T -9 131 2831 NW 41st Street Suite H B -G .68 165 T -131 4 Gainesville, FL 32606 BOTTOM CHORDS (352)375 -8593 F -H .25 0 T 2 -2 CA 5201 WEBS PE 35054 F -E .08 209 C 0 0 F -G = 185 T H -G = 209 C Robbins Engineering, Inc. /Online Plus" © 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:17 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering R31 4 KING 70014 4.95 0 0 LANAHAN - CARITHERS RESIDENCE HO 6 -5 HO 3 -5 -5 TC: . 7 - 0 - 14 1 4.95 2x4 D 3 -5 -5 Iy W.108 R. 116 U. 101 3x5 1 A jibliMMOMMOMMIMMEMOMMINEMOMMIAMPL C 2x4,. il W.808 W.108 Rs 181 R. 194 U. 90 U. 59 BC ___.. __- 7- 0- 14 -- I ', __ ....7_0_14.._ I ALL PLATES ARE LOCR20 Scale: 0.375" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 34.9 LBS Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) MOIST MO2ND RUN DATE: 4- 2 -03 TOP CHORDS NOTES: A -D .15 257 C -301 -946 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER FB D -B .16 4 C 946 0 RIDGWAY ROOF TRUSS TOP .16 2X 4 SP - #2 1500 BOTTOM CHORDS 2. EMPIRICAL ANALOG IS USED. BTM .25 2X 4 SP - #2 1500 A -C .25 252 T 1015 0 3. WIND LOADS - ANSI /ASCE 7 -98 WBS .09 2X 4 SP - #3 850 WEBS TRUSS IS DESIGNED AS A D -C = 282 C MAIN WIND -FORCE RES SYSTEM LATERAL BRACING: FOR EXTERIOR ZONE LOCATION TOP CHORD - CONTINUOUS DL +LL DEFL = .06" IN A -C WIND SPEED - 120 MPH BTM CHORD - CONTINUOUS LL DEFL < BRG -SPAN /240 MEAN ROOF HEIGHT - 12' TRUSS SPACING - 24.0 IN. SPAN /DEFL (DL +LL) = 999 EXPOSURE CATEGORY - C OCCUPANCY FACTOR - 1.00 UNIFORM LOADING ALL CONNECTOR PLATES ENCLOSED BUILDING. LUMBER STRESS INCREASE: 25.0% TO BE MANUFACTURED BY TC DEAD LOAD = 7.0 PSF PLATE STRESS INCREASE: 25.0% ROBBINS ENGINEERING, INC. BC DEAD LOAD = 3.0 PSF UNI. LDG. LIVE DEAD (PSF) PLATES - 20 GAUGE LOCK 4. FASTEN TRUSS TO BRG A TOP CHD 20.0 7.0 GRIPPING 530 -287 PSI PER PAIR FOR 90 LBS OF UPLIFT, BTM CHD .0 10.0 INCLUDES 25.0% INCREASE WHILE PERMITTING NO UPWARD TOTAL 20.0 17.0 37.0 TENSION 1308- 462 PLI PER PAIR MOVEMENT OF WALL OR BRG. SHEAR 763- 500 PLI PER PAIR 5. FASTEN TRUSS TO BRG B GIRDER LOADING FOR 101 LBS OF UPLIFT, LUMBER STRESS INCREASE: 25.0% JT TYPE PLATE SIZE X Y WHILE PERMITTING NO UPWARD PLATE STRESS INCREASE: 25.0% A 2001 3.00 X 5.00 2.4 2.0 MOVEMENT OF WALL OR BRG. GRD. LDG. LIVE DEAD (PLF) B 6. FASTEN TRUSS TO BRG C TOP CHD 40.0 14.0 C 4594 2.00 X 4.00 2.0 1.0 FOR 59 LBS OF UPLIFT, BTM CHD .0 20.0 D 1001 2.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD TOTAL 40.0 34.0 74.0 MOVEMENT OF WALL OR BRG. EXCEPTIONS: 7. GIRDER CONDITION: LINEAR VARIATION KING JACK GIRDER. ALONG A -B TIE -IN JACKS ON TOP &BTM. AT A .0 .0 GIRDER SETBACK 5.00 ft. AT B 70.8 24.8 LINEAR VARIATION FABRICATOR NOTES: ALONG A -C 1. Gary Dounson & Associates, AT A .0 .0 Inc. AT C .0 35.4 2831 NW 41st Street Suite H SUPPORT CRITERIA Gainesville, FL 32606 JT REACT WIDTH JT REACT WIDTH (352)375 -8593 LBS IN -SX LBS IN -SX CA 5201 A 181 8- 8 B 116 1- 8 PE 35054 C 194 1- 8 LEFT RIGHT HEEL 2IN - 8SX Robbins Engineering, Inc. /Online Plus' © 1996-2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:19 PM Page 1 Job Mark 1 I Quan Type Span P1 -H1 Left OH Right OH Engineering 03177 VI 3 VL 31102 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 4 HO 4 TC 1 -11 -9 I _... 1 -11 -9 7, 4x5 r' 1 -2 -0 2x4 2x4< _ , /- / - BC 3 -11 -2 -- - - -_ -- - -- - -- _. -- -_____ __ -_. -. .3-11-2 - -- - -. ALL PLATES ARE LOCK20 Scale: 0.750" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 14.0 LBS Online Plus -- Version 13.0.009 ALL CONNECTOR PLATES RUN DATE: 4- 2 -03 TO BE MANUFACTURED BY NOTES: ROBBINS ENGINEERING, INC. 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB PLATES - 20 GAUGE LOCK RIDGWAY ROOF TRUSS TOP .05 2X 4 SP - #2 1720 GRIPPING 530 -287 PSI PER PAIR 2. EMPIRICAL ANALOG IS USED. BTM .03 2X 4 SP - #2 1720 INCLUDES 25.0% INCREASE 3. WIND LOADS - ANSI /ASCE 7 -98 REPETITIVE MEMBER INCREASES: TENSION 1308- 462 PLI PER PAIR TRUSS IS DESIGNED AS A FB 15.0% FT .0% FC .0% SHEAR 763- 500 PLI PER PAIR MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION LATERAL BRACING: JT TYPE PLATE SIZE X Y WIND SPEED - 120 MPH TOP CHORD - CONTINUOUS A 2003 2.00 X 4.00 5.0 2.7 MEAN ROOF HEIGHT - 12' BTM CHORD - CONTINUOUS B 3000 4.00 X 5.00 CTR CTR EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. C 2003 2.00 X 4.00 5.0 2.7 OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. STANDARD LOADING TC DEAD LOAD = 7.0 PSF LUMBER STRESS INCREASE: 25.0% BC DEAD LOAD = 3.0 PSF PLATE STRESS INCREASE: 25.0% 4. FASTEN TRUSS TO BRG A LOADING LIVE DEAD (PSF) FOR 84 LBS OF UPLIFT, TOP CHD 20.0 7.0 WHILE PERMITTING NO UPWARD BTM CHD .0 10.0 MOVEMENT OF WALL OR BRG. TOTAL 20.0 17.0 37.0 5. FASTEN TRUSS TO BRG C SUPPORT CRITERIA FOR 84 LBS OF UPLIFT, CONTINUOUS BETWEEN JNTS A & C WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. LEFT RIGHT GIRD OIN - 4SX OIN - 4SX FABRICATOR NOTES: 1. Gary Dounson & Associates, MEMBR CSI P(LBS) MQ1ST M @2ND Inc. TOP CHORDS 2831 NW 41st Street Suite H A -B .05 117 C 65 -237 Gainesville, FL 32606 B -C .05 117 C 237 -65 (352)375 -8593 BOTTOM CHORDS CA 5201 A -C .03 104 T -65 65 PE 35054 WEBS DL +LL DEFL = .00" IN A -B LL DEFL < BRG -SPAN /240 SPAN /DEFL (DL+LL) = 999 Robbins Engineering, Inc. /Online Plus"' 0 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:20 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 031 77 V2 3 VL 71102 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 4 HO 4 TCI _ 3 -11 -9 1 _ __ - - - -- - 3-11-9 4x5- 1 7 2 -4 -0 2x4 2x4 BC 7-11-2 r - + 7 -11 -2 ALL PLATES ARE LOCK20 Scale: 0.500" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 30.3 LBS Online Plus -- Version 13.0.009 ALL CONNECTOR PLATES RUN DATE: 4- 2 -03 TO BE MANUFACTURED BY NOTES: ROBBINS ENGINEERING, INC. 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB PLATES - 20 GAUGE LOCK RIDGWAY ROOF TRUSS TOP .17 2X 4 SP - #2 1720 GRIPPING 530 -287 PSI PER PAIR 2. EMPIRICAL ANALOG IS USED. BTM .08 2X 4 SP - #2 1720 INCLUDES 25.0% INCREASE 3. WIND LOADS - ANSI /ASCE 7 -98 REPETITIVE MEMBER INCREASES: TENSION 1308- 462 PLI PER PAIR TRUSS IS DESIGNED AS A FB 15.0% FT .0% FC .0% SHEAR 763- 500 PLI PER PAIR MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION LATERAL BRACING: JT TYPE PLATE SIZE X Y WIND SPEED - 120 MPH TOP CHORD - CONTINUOUS A 2003 2.00 X 4.00 5.0 2.7 MEAN ROOF HEIGHT - 12' BTM CHORD - CONTINUOUS B 3000 4.00 X 5.00 CTR CTR EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. C 2003 2.00 X 4.00 5.0 2.7 OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. STANDARD LOADING TC DEAD LOAD = 7.0 PSF LUMBER STRESS INCREASE: 25.0% BC DEAD LOAD = 3.0 PSF PLATE STRESS INCREASE: 25.0% 4. ANCHOR TRUSS FOR A TOTAL LOADING LIVE DEAD (PSF) HORIZONTAL LOAD OF 142 LBS. TOP CHD 20.0 7.0 5. FASTEN TRUSS TO BRG A BTM CHD .0 10.0 FOR 169 LBS OF UPLIFT, TOTAL 20.0 17.0 37.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR BRG. CONTINUOUS BETWEEN JNTS A & C 6. FASTEN TRUSS TO BRG C FOR 169 LBS OF UPLIFT, LEFT RIGHT WHILE PERMITTING NO UPWARD GIRD OIN - 4SX OIN - 4SX MOVEMENT OF WALL OR BRG. MEMBR CSI P(LBS) M @1ST M @2ND FABRICATOR NOTES: TOP CHORDS 1. Gary Dounson & Associates, A -B .17 241 C 210 -1124 Inc. B -C .17 241 C 1124 -210 2831 NW 41st Street Suite H BOTTOM CHORDS Gainesville, FL 32606 A -C .08 217 T -210 210 (352)375 -8593 WEBS CA 5201 PE 35054 DL +LL DEFL = .03" IN A -B LL DEFL < BRG -SPAN /240 SPAN /DEFL (DL +LL) = 999 Robbins Engineering, Inc./Online Plus'. 01996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:21 PM Page 1 Job I Mark Quan 03177 Type Span P1 -H1 Left OH Right OH Engineering V3 1 VL 111102 7 0 0 LANAHAN - CARITHERS RESIDENCE HO 4 HO 4 TC 5 -11 -9 -I 5-11-9 4x5 H PR 3 -6 -0 1 2x4 2x4 O Q C 0 acj _. _.. __ - - .. 11 =11 2 _ -__ -. -------- - - - -.- _.._ _.-- ._- _--- - - - - -� 11 - 11 - 2 1 ALL PLATES ARE LOCK20 Scale: 0.375" = 1' Robbins Engineering, Inc. /Online Plus' APPROX. TRUSS WEIGHT: 46.6 LBS Online Plus -- Version 13.0.009 ALL CONNECTOR PLATES RUN DATE: 4- 2 -03 TO BE MANUFACTURED BY NOTES: ROBBINS ENGINEERING, INC. 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB PLATES - 20 GAUGE LOCK RIDGWAY ROOF TRUSS TOP .40 2X 4 SP - #2 1720 GRIPPING 530 -287 PSI PER PAIR 2. EMPIRICAL ANALOG IS USED. BTM .17 2X 4 SP - #2 1720 INCLUDES 25.0% INCREASE 3. WIND LOADS - ANSI /ASCE 7 -98 REPETITIVE MEMBER INCREASES: TENSION 1308- 462 PLI PER PAIR TRUSS IS DESIGNED AS A FB 15.0% FT .0% FC .0% SHEAR 763- 500 PLI PER PAIR MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION LATERAL BRACING: JT TYPE PLATE SIZE X Y WIND SPEED - 120 MPH TOP CHORD - CONTINUOUS A 2003 2.00 X 4.00 5.0 2.7 MEAN ROOF HEIGHT - 12' BTM CHORD - CONTINUOUS B 3000 4.00 X 5.00 CTR CTR EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. C 2003 2.00 X 4.00 5.0 2.7 OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. STANDARD LOADING TC DEAD LOAD = 7.0 PSF LUMBER STRESS INCREASE: 25.0% BC DEAD LOAD = 3.0 PSF PLATE STRESS INCREASE: 25.0% 4. ANCHOR TRUSS FOR A TOTAL LOADING LIVE DEAD (PSF) HORIZONTAL LOAD OF 215 LBS. TOP CHD 20.0 7.0 5. FASTEN TRUSS TO BRG A BTM CHD .0 10.0 FOR 255 LBS OF UPLIFT, TOTAL 20.0 17.0 37.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR BRG. CONTINUOUS BETWEEN JNTS A & C 6. FASTEN TRUSS TO BRG C FOR 255 LBS OF UPLIFT, LEFT RIGHT WHILE PERMITTING NO UPWARD GIRD OIN - 4SX OIN - 4SX MOVEMENT OF WALL OR BRG. MEMBR CSI P(LBS) MOIST M@2ND FABRICATOR NOTES: TOP CHORDS 1. Gary Dounson & Associates, A -B .40 365 C 450 -2612 Inc. B -C .40 365 C 2612 -450 2831 NW 41st Street Suite H BOTTOM CHORDS Gainesville, FL 32606 A -C .17 328 T -450 450 (352)375 -8593 WEBS CA 5201 PE 35054 DL+LL DEFL = .13" IN A -B LL DEFL < BRG -SPAN /240 SPAN /DEFL (DL +LL) = 999 Robbins Engineering, Inc. /Online Plus'" © 1996 -2002 Version 13.0.009 Engineering - Portrait 4/2/03 2:36:22 PM Page 1 This safety alert symbol is used to attract our Y DANGER: A DANGER designates a condition attention! PERSONAL SAFETY IS INVOLVED! When where failure to follow instructions or heed warn- you see this symbol - BECOME ALERT - HEED ITS in MESSAGE. A g will most likely result in serious personal injury or death or damage to structures. CAUTION: A CAUTION identifies safe operating WARNING: A WARNING describes a condition practices or indicates unsafe conditions that could where failure to follow instructions could result in result in personal injury or damage to structures. severe ersonal injury ) ry or damage to structures. HIB -91 Summary Sheet ..444 COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INSTITUTE PLATE CONNECTED WOOD TRUSSES © Madison, ssconsin 53 1 (608) 833 -5900 Itisth e r esponsibilityoftheinsfall er( buil derbuildingcontractor .licensedcontractor, truss industry, but must, due to the nature of responsibilities involved, be erector or erection contractor) to properly receive. unload. store, handle. install and presented as a guide for the use of a qualified building designer or installer. Thus, brace metal plate connected wood trusses to protect life and Property The installer the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages must exercise the same high degree of safety awareness as with any otherstructural arising from the use, application or reliance on the recommendations and material. TPI does not intend these recommendations to be interpreted as superior information contained herein by building designers, installers, and others. Copyright to the project Architects or Engineer's design specification for handling, installing © by Truss Plate Institute, Inc. All rights reserved. This document or any part and bracing wood trusses for a particular roof or floor. These recommendations are thereof must not be reproduced in any form without written permission of the based upon the collective experience of leading technical personnel in the wood publisher. Printed in the United States of America. CAUTION: The builder, building contractor, licensed CAUTION: All temporary bracing should be no less contractor, erector or erection contractor is advised than 2x4 grade marked lumber. All connections A A to obtain and read the entire booklet "Commentary should be made with minimum of 2 -16d nails. All and Recommendations for Handling, Installing & trusses assumed 2' on- center or less. All multi -ply Bracing Metal Plate Connected Wood Trusses, HIB- trusses should be connected together in accor- 91" from the Truss Plate Institute. dance with design drawings prior to installation. I TRUSS STORAGE I f� ` � � ` /� unloaded on rou h terrain or n ' . A 9 u i -- -v- . ____ , __ ... _ _ _ __ , _ _ _ _ __.._______-_--. . - - — - -- — - - "_..._, .... __— - —_ — - 4 , 4 4110 - ,/ even surfaces which could cause � I/ . damage to the truss. -- --- 1/1! 1 _ 'El-______L - iltillk _ 8'40' 8' -10' CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should be bending and lessen moisture gain. A braced to prevent toppling or tipping. A WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles Als moval to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. is extremely dangerous and should be strictly prohibited. Frame 1 A WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. greater than 30' by th A y e peak. 60° — 60° I MECHANICAL I I 'or less INSTALLATION or less Tag Approximately Approximately Tag Line Y. truss length '/: truss length Line �� Truss spans less than 30'. Lifting devices should be connected Strongback/ Spreader Bar to the truss top chord with a closed- SpreaderBar loop attachment utilizing materials 10' Toe In ' - Toe In such as slings, chains, cables, nylon _ strapping, etc. of sufficient strength ��I� i ./' to carry the weight of the truss. � �\ I L � I / � / ; I- -I -- Approximately Approximately '/2 to 1 truss length � 9 i5 to Y, truss length Less than or equal to 60' Tag Greater than 60' Line Tag Line n Spreader Bar Strongback/ SpreaderBar 10' 10 = Toe In / Toe In /IAI�� l�� -� mid - hei At or above , �I \ I�I,I�I, I�I ® I- -I �, Approximately k Approximately Y. to is truss len • th �, to 'h truss length Less than or equal to 60' Ta g T Line Li Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of A trusses with similar configurations. Consult a registered professional engineer If a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB -89, and in some cases determine that a wider spacing is possible. GROUND BRACING:BUILDING INTERIOR (GROUND BRACING: BUILDING EXTERIOR - __ _ _ GB� \ Top Chord T vertical f _- _ / LB attachment Plan End Wall Sid* 7 ■ li d l brace : �= (GBV) L G Top d Ground brace t ( 1 I $ \ \ \ \, ` // ii e { truss of braced brace . g . ..,„„ s . , � Ground bra6i rl l j /Vjir g ` �..,. e .:. = }oup of trusses � ,. d;ypMp■ 14 01 / /,', l , ;' t t11M:MLoe (E6) nd t MUIlibaW1 , , atlwM II L Strut ' \f Backup (ST) 0 ground t' - 2 stake t „ / ±*'" __ st Driven ` Typical horizontal tie member with 1 /lour multiple stakes H ground stakes P ( T) A CAUTION: Ground bracing required for all installations. Frame 2 TOP CHORD e 12 TOP CHORD DIAGONAL BRACE a or greater MINIMUM LATERAL BRACE SPACING (DBs) _�� SPAN PITCH SPACING(LBs) [# trusses] `_` SP /DF = SPF /HF �\ 00 \ ��.4_ UP to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Z / �l over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine 4 6 \ _ HF - Hem -Fir SPF - Spruce - Pine -Fir A \ � . Continuous Top Chord � ` o i r o m....... i .s ta A ll lateral braces Lateral Brace f ' x :ll�" lapped at least 2 Required �! $ 49 ` $ � � trusses. 1 �_`_ :: ater A"rG m � �� r� r 7� �� h ; _� Required !ds i 4.; i �, _ ` d ` 1,'' # So s� r� ti \ 4 ? 3- i p ■ Topehordsthatarelaterallybrsadcanbuckk 4,100 , ` �" ,..,'„*,4 ^ fogetherandcausecoUapseif there isnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins .o r" I are attached to the topside of the top chord PITCHED TRUSS I A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. TOP CHORD MINIMUM TOP CHORD DIAGONALBRACE PITCH LATERAL BRACE SPACING (DBS) 12 / SPAN DIFFERENCE SPACING(LBs) [it trusses] 5 I r<5. SP /DF SPF /HF � %�� '��. Up to 28' 2.5 T 17 12 /� / i‘e > Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 �� \ Over 60' See a registered professional engineer -� � N N / DF - Douglas Fir -Larch SP - Southern Pine A NIV A r HF - Hem -Fir SPF - Spruce - Pine -Fir — Contin:€° us All lateral braces o" lapped at least 2 � �I trusses. 4.1.- t..Th iha-A ' 10' or Greater w Attachment v t Required �� apt? A el V N X 1 n � gg 1 <K, ' ' Fp", , --,' '`* ,9w,s ��'?�., r � g��t Top chords that are laterally braced un buckle ' � ` ' b r � E y 0 < , \ togetherandcausecollapse if there is nodiago• a X ' '� "t ,�tJ 5 nal bracing. Diagonal bracing should be nailed 'Y t'At- .f`' rl to the underside of the top chord when purlins are attached to the topside of the top chord. 1 SCISSORS TRUSS Frame 3 t R . 12 0011'.‘ —, 4 or greater , r..........b. B OTTOM CHORD I _, BOTTOM CHORD DIAGONAL BRACE - � � � MINIMUM LATERAL BRACE SPACING (DB SPAN PITCH SPACING LB Sl .'� � � ( [# trusses] ' _� Up to 32' 4/12 15' SP/DF SPF /HF 20 15 7 r -44. t .._ ` Over 32' - 48' 4/12 15' 10 7 ` _ 48 - 60' 4/12 15' 6 4 O ver ' I� ` 60 See a registered professional engineer ��' � � DF - Douglas Fir -Larch SP - Southern Pine ��.r1�4N _\ HF - Hem -Fir SPF - Spruce-Pine-Fir l' :-°0 il,Vg'4,;. *1 , r ,, ''''9 IC 41, 7.-/OPPPIP, .4 '4i,v0 * .,' iii# WIL41/ INi■ r 1.160INIMINhow All lateral braces ,1 lapped at least 2 s § r .' trusses. „ 11111740111///0, 1 1 • r s ere � » r r rat ” 1:4441' � sr, ; u� ia�x a ,t'. : Bottom chord diagonal bracing repeated `' ' at each end of the building and at same °s d ^ r � spacing as top chord diagonal bracing.` �� §.� ^° " BOTTOM CHORD PLANE A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. '`., ; ... . IIP ' - 01,, ■■■■,11.1%,...____ 4,,, 1 ...w.,.._._■k,_____ ��•.,•, ..` `= `�� Cross bracing repeated o�, `�_ at each end of the ^�SSt ao. �I� �, =_� building and at 20' — �_6 Intervals. o ‘ I I I I I I I i 6 '. 1 I I I IS I I I Ih I I I I I I I I 6 :1 qeih . . . . _ _ _ ■ Permanent s continuous � h ltl bi • 1 I 41.16. ,40..., . -`� . -it.,,,0444,,,,,-4-, %,:„,,.;„:,,,t 4 iv, x a -4 § i s 4 J or .r " WEB MEMBER PLANE � , I1 r rn 4 ,, # ' r ��f n ` Frame 4 __I y S TOP CHORD 2x4/2x6 PARALLEL Continuous \ TOP CHORD DIAGONAL BRACE I CHORD TRUSS Top Chord li mils MINIMUM LATERAL BRACE SPACING (08 Lateral Brace li - . SPAN DEPTH SPACING Required LB ( s) I# trusses] Top chords tMtare laterally braunbuckle SP /DF SPF /HF to g ether and c ausecolla ae Athere ced isndigo- a 10 ' orGreater ., Up to 32' 30" 8' 16 10 nal bracing. Diagonal bracing should be nailed Over 32' - 48' 42" 6 6 4 to the underside of the top chord when purlins Over 48' - 60' 48" are attached to the topside of the top chord. 5' q 2 _. Over 60' See a registered professional engineer _� DF - Douglas Fir -Larch SP - Southern Pine Attachment II HF - Hem-Fir SPF - Spruce- Pine -Fir Required 0� \ ��I �� ■ 20'(De j �� 1�� _410,10k.......—..., � ♦,� I� �� Ik . s e �� i� ljr 4110,111, � I�L/� " ° ?' '• �' ■ . 4 ., •- .�� greater .., „ ..—,4 _o .-. ■ 1.-- ..-±- 00 , " ° ''''.. 4 , 1 rd _ / j ,.„, m ' -' "WilOW The end diagonal brace a M.f for cantilevered End diagonals are trusses must be stability and must be dup placed on vertical both ends of the truss system. webs in line with the support. WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. 1 4x2 PARALLEL CHORD TRUSS:TOP CHORD I Continuous Top Chord \ Top chords that are laterally braced Lateral Brace topetherandcaus acollapseHtherebnodia y w nalbracin D'ugonalbracingshouldbenailed Required 1 �, to the underside of the top chord when purlins are attached to the topside of the top chord. 10' or Greater \, 1 /'''' { N y Attachment / ,,a .�► Required — � �r► ► rs 3O'( OQ �� 15 e ► . , ► . T�4sses . ,.g AIO0° I ,d01 1 1 1 ■ 411 P .0 11°. e i' liO PP' 41111110 .0., ..40: 111) • 1.- 11. 11. l 1 111. ,:; ,..%, ,, ,,, ,,,, ,,,,„--, s ? '' X111 A t " ix Trussesmusthavelum- „,;..,....„ . , , e 4 '" .ri �� r ben oriented in the use , ��1 -� zontal direction to use � � � +�'� /��1 ark � this brace spacing. ,,, , , , , , , ..,„:„% , ,,,,.., , ,- ;4 , End diagonals are stability and must be dup t ', both ends of the truss system. Frame 5 t TTY -.. 12 TOP CHORD -- 13 or i� TOP CHORD DIAGONAL BRACE greater e' MINIMUM LATERAL BRACE SPACING (DBS) ' (4s, SPAN 4 PITCH SPACI LBS) [# trusses] � /%�\ B, SP /DF SPF /HF ;' /( Up to 24' 3/12 8' 17 12 � \ Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 � Over 54' See a registered professional engineer \ �N DF - Douglas Fir -Larch SP - Southern Pine N 1 HF - Hem-Fir SPF - Spruce- Pine -Fir � o � � ry a 0 a � \ V ; . y5 0■41%, N „r x ivt ..i / � f All lateral braces - lapped at (east 2 N N \ I m ' trusses. Diagonal brace ,. � � ,. also required on end verticals. h 4� Continuous Top Chord i Lateral Brace Rr'w *a�: Required Top chords that are laterally braced can buckle t 1 ogetherand cause collapse inhere isnodiago- / r 4.0: aM nal bracing. Diagonal bracing should be nailed 444 n r7 ,� c ` .' ; 10" or Greater to the underside of the top chord when purlins ,a k 4i a i '� ! '4 are attached to the topside of the top chord. + key a 1 i4 4 '1 ` q'' r ' r , ' 1 Air ,,o" " � q + 1 ° i. � s �' Attachment MONO TRUSS ' hrkr" E ". `, Required A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. INSTALLATION TOLERANCES BOW Length L(in) PLUMB D(in) D /50 D(ft) + :: ::::::::::::::::::: : :::::::::::::::::::....... ITTT ` 12" 1/4" 1' -±'/4' — t Lesser of ' 24" 1 /2" 2' U200 or 2" -- 36" 3/4" 3' 48" 1" 4' 11 60" 1 -1/4" 5' L(in) 4 - L(in) 72" 1-1/2" 6' 84" 1-3/4" 7' Truss 96" 2" 8' Depth 108" 2" 9, 1 , D(in) +1/ -. Lesser of Lesser of T L/200 or 2" - 0 D /50 or 2" L(in) L/200 L(ft) L(in) L/200 L(ft) ±' / ..4U A Maximum Plumb 50" 1/4" 4.2' 200" 1" 16.7' Misplacement Line 100" 1/2" 8.3' 250" 1 -1/4" 20.8' 150" 3/4" 12.5' 300" 1-1/2" 25.0' " OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. A DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 PERMANENT WEB BRACING r CONTINUOUS LATERAL BRACING (1X4) 10, CONTINUOUS LATERAL BRACING 1X4 #3 HEM —FIR OR B ETTER CONTINUOUS LATERAL B RACING TO BE EQUALLY WEB SPACED. ATTACH WITH (2) 8d NAILS. BRACING --- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. T— BRACE • WEB T— BRACE O ` 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. wow WEB 1�II�I BRACING SCAB BRACE SCAB BRACE SAME SIZE, GRADE, AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR.