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Permit 2308 Fiddlers lane th p f �� ���1 /�j7i f °► ' , l � rjjtj c ef p . J ,1 e a / :ff.. II: ° (err o,, ° ° (sli of rtr�1 �o 1 - - W lfl�tltfit ► ° ° � p �[l`f11 iie arll — Iflorih I �� lid 11 fltit try 7 T�y � �� o � ° This Certificate issuedpursuant �i al t _ . ° t Pr� � ° Building h e re r ,1 6' Code re quirement s ' 4 _ 3 ° ° ce e 1 / ° ° ►,� (yang that at the time nt s ofSection 103.8 0 �, o Various or dinanc es f the ° ;/ ° me of issuan Souther ° re gulrating building th s tructur e u, n St andard ° t i o Use Classification g construction or as an compliance Wit with the ° j -�� T � ` Owner of B uildin a D c5r YPe Construction Bld e f owing c ` . ° . o i ° B�1 s Eire I�ic Fire Dist �$ j �T ij '� ° Ad dres s 2308 Fs�d�� s � L a Address .2,308 n ' ea o ; I I ° o rze y s �„an l � �/ �uildin ° 1 � 9 Official � w . By • ■1 ° ��// Date: 4 •Ci \JV� POST f <.---, fa ����� � N A CONSPICUOUS PLACE �' -t ell 7c-7A V �� �� II MAP SHOWING SURVEY OF: LOT 62, OCEANWALK UNIT ONE, AS RECORDED IN PLAT BOOK 42, PAGES 1 THROUGH 1F OF THE CURRENT PUBLIC .RECORDS OF DUVAL COUNTY, FLORIDA. 5 �$.0 i p % `•' s) .4 0 . 0"0 . .4 , 51N cEivED 6 0, ....p ,,,,,, ,.„,t, -,,,, . -0,, 4 9- �� A , 1998 k 4 ., °° City of A I. - ---:each S 4U2'33" Building and • ing CHORD= 38.5 RADIUS POINT DELTA - 50'43'18" •,d ARC =39.84' '0 , RADIUS= 45.00' 1.5' CONCRETE , , 2 CURB & GUTTER 2 CATCH t BAST Q' '. o c. ,S. . V NI 0- i/ o LOT 63 / > O' -w / a , �:: 9 r LOT 61 A N 7 .:... 44.. .::.. -§,...) aO . COVERED � w ti / ENTRY 4 `C / >0 `9 �� � 7 13 0 . il • 60 ',C 4 ?y, .4 -. 7 • 6. / ' ' �� ■�. C 4 ' 9 , 1 ,� d 6.8 ' 12 CONCRETE a 0 4' • `U ''4 PAD o: e, !� M� // y 1114 � /, > �,p. 1 & 2 STORY STUCCO �� ,y >,s, RESIDENCE I NOT POSTED .i �• 9 CO FINISH LOOR— (12.5) 9 / Aid C� 2 16 6 >� 21. . r 6 ' OUND 1/2" IRON / 6 WOOD DECK PIPE #3624 SCREENE & STEPS PORCH >0. WOOD DECK �`�� / / / %q.2 & STEPS - ROXIMATE TOP OF BANK ',.."� - N 43'39 56 W H 157.35' :3,. �� APPROXIMATE ITERED EDGE OF WATER ___—.-\ ND SECTION LAKE RECHECKED MARCH 9, 1998 TO BRING . o N 43N PARCEL "B" SURVEY UP TO DATE. REVISED SEPTEMBER 30, 1997 TO CHANCE .��� \ \, \ 4 3 CERTIFICATION. REVISED SEPTEMBER 25, 1997 TO CHANCE 4 y� 9 �� CERTIFICATION AND ADD BUILDING TIE TO c a \ APPROXIMATE EDGE OF WATER d '4, 4 , LEGEND: • DENOTES FOUND 1/2" REBAR L B. #5878 0 DENOTES FOUND S PIPE P. L S. #3398 ..__ -- u r nrrrnTS� Ds+rarsn nnsn nn i rn n c+m s nrnn r `,1)I������ = ✓�� 1` �1���>> i���,. ilc`!�C�� %o.,�otri���C�1l F!/� ., . � \ , o QIirtIfIcatE of ®ccupancg i i,i, (Iitg of �i I , Atlantic + each iflort a , gyp, r• , Departmen of +Tutlhing Jno1Ectinn 7' \i , This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard / j Pt. c Building Code certifying that at the time of issuance this structure was in compliance with the • ' various ordinances regulating building construction or use. For the following. V� 1 ,', Use Classification Single Family ReSiriPncQ Bldg. Permit No. 14105 =� /? = Group w. fra me Type Construction sf Fire DistrictAtlantic Beach ; , � � 1 1= Bob & Eve McClintock 2308 Fiddle L ane = ' S I N ' Owner of Building Addre - = �I = Buil • Address 2308 Fiddlers Lane Localit Atlantic Beach, FT. 37733 :,v#J1 I �i (' DON C. FORD C. e By: I _. � (( 9 -- p l o wilding Official Date: 73 4 POST IN A CONSPICUOUS PLACE i // � ' i t a, � � �-�^ r - � - ^� I .► — - �r� l , ` /� t*e 1 '' Z f/ if � r ,, %1 Fe i���Q :/� �) ■ `�?�\, �.i)� L i`` 4 , -S t.a : L`1` . x x s CITY OF ATLANTIC BEACH ` . ' q„ J 800 SEIVIINOLE ROAD J - -:!: ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 ''''''.-41).21,9%. INSPECTION EMAIL REQUEST: Building- dept@coab.us Application Number 07- 00000473 Date 4/19/07 Property Address 2308 FIDDLERS LN Application type description RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc termite damage repair Owner Contractor MCCLINTOCK, ROBERT & EVA S.E.JONSSON CONSTRUCTION, INC. 8 STARFISH PLACE ATLANTIC BEACH FL 32233 PONTE VEDRA BCH FL 32082 (904) 545 -2714 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 35.00 Plan Check Fee . . 17.50 Issue Date . . . Valuation . . . . 0 Expiration Date . 10/16/07 Fee summary Charged Paid Credited Due Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total 17.50 17.50 .00 .00 Grand Total 52.50 52.50 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. . oS S, CITY OF ATLANTIC BEACH .' PLAN REVIEW SHEET R. -d to: 'i D.Hufstet e Building Department Public Works & Public Utilities Departments . a oerr v J;319r 800 Seminole Road 1200 Sandpiper Lane R. Carper Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 D. Kaluzniak (904) 247 -5800 (904) 247 -5834 Public Safety (904) 247 -5845 Fax (904) 247 -5843 Fax Jax Fire dept. PLAN REVIEW COMMENTS Permit Application # Q 7_ 66 1 / 73 Property Address C.,04E- Applicant: c23 ([� o (dd/s S e ,. ,VS n • CQn /1-d. Project: fi /73. 4. Wr Ai'i Review Result (Circle o e� Disapproved Approved w /Conditions Review Initials/Date ,t * Development Size: Habitable Space Non - Habitable Impervious area Total Area Miscellaneous Information : Occupancy Group Type of Construction Number Of Stories Zoning District # Parking Spaces Max. Occupancy Load Fire Sprinklers Required Flood Zone * 144X ...44.467,44.#41 a4fisovit '''' 4 7-EA.( -6Ft‘ we/V. Conditions or Comments: Building Dept, Public Works and Utility information at top of page, failure to notify the correct department of your revisions may delay your permit from being issued. 5, "' 1 '1 BUILDING PERMIT APPLICATION ci ,4100 , CITY OF ATLANTIC BEACH J s > >f 800 Seminole Road, Atlantic Beach FL 32233 Office: (904)247 -5826 • Fax: (904) 247 -5845 Job Address: l CJ ( .2 V Eck kQ Permit Number: Legal Description Valuation of Work (Replacement Cost) $ ?"`y G ' • Class of Work (Circle one): New Addition Alteration Ir510 Move • Use of existing/proposed structures) (Circle one): Commercial a..► f? • If an existing structure, is a fire sprinkler system mstalled? (Circle one): Yes 4111 o ; N /A • Is approval of homeowner's association or other private entity required? (Circle one): Yes l Describe in detail the % • e of work to be performed: _� i $- L 4., cu 40 CO)-( F- 54 ca.t 2) )11.r c 3 NIL -AI:* ow o� ct s l3 Property Owner Information �� -- 0 Nam-• i , pL+ - A try, . Address: ' i 1P “ te,t, IA- `Q, Cit i , , . 1 i M 1 1 1 1 i 4 . Stat=" Zip . S21 ' 3 Phone Contractor Information: o ` , ✓/;7Y ( - \J 49 It S S o f J Name of C (A p Y: ! I �t • i u .� Qual' n Ag ent: Address: s ,"1 c1�r e City � ks c Lr State- ` -G Zip S 2 Z Office Phone / Job Site /Contact Number , 2) i y State Certification/Registration 0 /57)b396 Office Fax # 4 , - 103 b Architect Name & Phone # A- Engineer's Name & Phone # / � — Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be erformed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or i construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced I understand that separate permits must be secured for Electrical Wotk, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. thereby certa fy that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified he :in or not. The granting of a permit does not presume to give authority to yiolate or cancel the provisions of any °M. ederal, state, or local law regulating construction or the performance of construction. Signature of Property Owner: Signature of Contractor: / —� — Sworn to and subscribed before me Sw d subscribe . eforg 91.e this — Day of this 'y Day of J ;1 r L 0,40 0 7 ,, p..,,� SHI LEY L. MANN& 1 ,t S ' Notary Public: � .�,� y Notary Public - Slsle of R Mary Public. ........—e..,..,, � AI , r Y Commission Expires Feb 14, 2010 II ' .'k o � t o P Commission # DD 518533 "' Bonded By Nati Notary Assn, �� J 1 g 5. SS 2� h REVISED 03.05.07 ` d BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 3- / b- l -e Building Contractor: Building Permit Number: Address: .234 1 • Legal Description: JO ( � Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: - 2 required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire /VA+ Public Works � - / II- Planning 3-// 96 / f��(, Building � _//- 9 6 3 ' (/_ 5 ADDRESS �3Q jdcale .Q BUILDING PERMIT NUMBER /ylo .-- INSPECTIONS : FOOTING 1j -cis . UNDER SLAB PLUMBING Q SLAB 9 9 FRAMING // 5-97 COVER -UP 11 2 5 -61. 7 INSULATION / 2-- / FINAL BUILDING 3- / / - �f, CERTIFICATE OF OCCUPANCY 3 - 11- 9 ELECTRICAL PERMIT # / S J / Z >' / (-71 - INSPECTIONS ROUGH // " 2 -9 FINAL 3 - /f -96 MECHANICAL PERMIT # / 7 6 PLUMBING PERMIT # / 5 I g7 C� a- - 'i /-4 -9e NOTES• / q 3_0 11- 9 A. f ,.: , \- CITY OF ATLANTIC BEACH �, t .. � ti. i .A 800 SEMINOLE ROAD -� ' :, r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 ........) Application Number 05- 00029699 Date 3/07/05 Property Address 2308 FIDDLERS LN Tenant nbr, name REPL WINDOWS /STORM DOOR Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 6078 Owner Contractor MCCLINTOCK, ROBERT & EVA NICHOLS, EDWARD R. PO BOX 330962 ATLANTIC BEACH FL 32233 2148 FAIRWAY VILLAS LN S. ATLANTIC BEACH FL 32233 (904) 242 -9908 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 65.00 Plan Check Fee . . 32.50 Issue Date . . . Valuation . . . . 6078 Fee summary Charged Paid Credited Due Permit Fee Total 65.00 65.00 .00 .00 Plan Check Total 32.50 32.50 .00 .00 Grand Total 97.50 97.50 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i O• f , Na �, BUILDING OFFICIAL S ' ` Al ` CITY OF ATLANTIC BEACH Cc: ,; BUILDING / ZONING DEPARTMENT ° F' • ' J •. ' ° ' , s/ 800 Seminole Road L S. Doerr a 7, Atlantic Beach, Florida 32233 J,, (904) 247 -5800 (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS ftB 0 1 f1(►'l • Permit Application # LS - 29(„9 ° f G Property Address: Z SO8 I DDL .S Applicant: olr Z_O - Iii t C* LS Project: - 1 7 1.. 11 )l ►J) a wS 4 .-.? i biaK - o (L T mit application has been: Approved A ` evie . • , and t , • follow' ' ! items nee s - ' + . • �� ( , 1 ' i 4 _ o f kilikittbeu2 S `( II )) ScA .2 t ( 1 1 &Aka (fit c lii L 7&RTLS S ry to II v., _ V V A, - • _ � - 1 ' 1 . L Allk t! . 11 1 it li r( p 1.06LID - Mr 60 a 1 4 1 P S 11111111111 _ A Okei - t_.12.4)1 cuOtre4 Please re- submit your application when these items have been completed. Reviewed By: Bate: r to IC It k\ 0' 7. 1(91 ��� �''� �' v OF ATLANTIC BEACH pis ; . �� j .. ti k + ' i ;� 0 ' NDOIW : w OORS, HURRICANE SHUTTERS - "i aX - .k 'gyp" �, � � � Date: Q : O Dr v ..Y S` 4 ,{- A T e Job Address: 3O8 rs i ! - 1ersa- Owner: t Fee t Grp} too Pc(`_li n +e *Co I (p — 35 41-1- r PT Address: c� F dd I CPS Lane- Phone: , - .84 Go Legal Description: Blocf Tumber: 1 Lot Number: Co a. Zoning District: occ � A ? ,ib,tt,/ L At c eiiO4 Contractor: and .. 1`•�tdr)e�15 State License Number: d c!�/ " G G'ae /.(1 Z/Y 1RWAK (1r lS l S�7# (..> R. Address: /L q 8 K 33 v 96 Z Phone: 0.1 a - q C1 O City: 4 )MMM1 a C/f State: r�.,, Zip: 2233 Fax: ,o Y-- 2 . Z.- $4! Z. Describe proposed use and work to be done: ►L . L A ,- - : - i t! A 5 a Aka 1, _1., taw soy n L1 dm khit_ Cunt wi(y-Jrxa)6 5fn rm d c r (milfh n ) cad -C-t < toe i 1-i fl Via +) (Arta . :?!:1__-1 Present use of land or building(s): r�6 tr ip i ktia I Valuation of proposed construction: * C0 0'1$. dot) / " `, (/ �I Is approval of Homeowner's Association or other private enti � �S application. c- L --- Lx m v- i Required Building Data: Mean Roof Height / (ft) Building Width N 4 -1;4, ft) Roof Slope NM Window Height e � ft) Window Elevation from Grade / 7' 1 r $ " (ft) Measurement from corner of building to window q ? p td Number of windows being installed 7 i.ir0 Mean Roof Height ifC:;:---- ---- 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 1/27/03 Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data, the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load (psf) 111/4 2. Installation Procedures "ea (OIq 1RAt OOP deS P/Lo Aesoi C 3. Window Description/Type pei.,44 S Cc `s 410t`,o Se Q 4. Garage Door Description/Type A //$ 5. Skylights Description/Type Ai//q 6. Hurricane Shutter Description/Type '( � Cho3 �� v� w� S 7. Elevation View of Window Locations seer I hereby certify that all info 'on p ovided with this . .plic 'on is c. ect Signature of Owner: r .. Z/3/O'S--- Date: of &- 1 ' 't.t .::W3 /1) S 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. t Signature of Contractor: QC • / Date: Z f 7 4 Address and contact information of person to receive all correspondence regarding this application (please print). Name: 'A(. F ( \kt . aObt i HCLI.t 1- d7)C,k -- ry yam Mailing Address: - Fr M h 5 �D7t . j 11TH ati `l ( � a ° Telephone: 4 .-4346 .-4346 .-4346 Fax: ae7o • I o1 E -Mail: P t,.t'.V Cr I l'ra..l'Dek.. (S J - . so tt .) AS TO OWNER: Sworn to and subscribed before me this 3 day of ' ♦ , I / , 20 Q . State of Florida, County of Duval �/ p p : Jeannette t Hawkinberry Notary's Signature ' , _ / ✓,' .� k ; . .� i /-. : ' : MY COMMISSION # DD124960 EXPIRE, —.." Via. a :' July 15, 2006 1' pf ti; BONDED THRU TROY FAIN INSURANCE INC_ ❑ Personally kno � Q�Produced identific tion Type of iden •' is tion produced -7 ,toy.,e.(J f C ? i AS TO CONTRACTOR: Sworn to and subscribed before me this d ay o ' , 20 0 5 ‘ 0111101H/p. State of Florid* t Z A o f � • 1 $, •• r� /� ? • • ? Notary's Signature: .�f`` (� 1 *: ••• : * £t�• MD 363688 ; Q ` Personally known Produced identification •• n' Type of identification produced � 1 111 1 0\ , 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 Fax: (904) 247 -5845 http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 1/27/03 Safeco Insurance Y w AMERICAN STATES INSURANCE COMPANY Seattle, Washington COMMERCIAL INSURANCE POLICY NAMED EDWARD R NICHOLS 1 DECLARATIONS • INSURED PO BOX 330962 AND MAILING MAI ATLANTIC BEACH, FL 32233 POLICY NUMBER 01 —CE- 898152 ADDRESS RENEWAL OF 01—CE-898152 - 4 02 -89 AGENT BROWN & BROWN INC NAME BUILDING 100, S #100 AND POLICY PERIOD FROM 02 -19 - 04 TO 02 -19 -05 12:01 AM ADDRESS 10151 DEERWOOD PARK BLVD STANDARD TIME AT YOUR MAILING ADDRESS SHOWN ABOVE. JACKSONVILLE, FL 32256 0914149 (904) 565 -1952 THE TOTAL ESTIMATED PREMIUM FOR THE POLICY TERM IS $744.00. YOU WILL BE BILLED THROUGH YOUR CUSTOMER ACCOUNT #700 - 0157 - 01. THIS POLICY IS SUBJECT TO A FINAL AUDIT. IN RETURN FOR THE PAYMENT OF THE PREMIUM, AND SUBJECT TO ALL THE TERMS OF THIS POLICY, THE COMPANIES INDICATED ON THE SPECIFIC COVERAGE PART DECLARATIONS AGREE WITH YOU TO PROVIDE THE INSURANCE AS STATED IN THIS POLICY. COMMERCIAL LIABILITY COVERAGE PART $ 738.00 738.00 PREMIUM FOR CERTIFIED ACTS OF TERRORISM $ 6.00 TOTAL POLICY PREMIUM $ 744.00 tt COUNTERSIGNATURE BY (DATE) (AUTHORIZED REPRESENTATIVE) COMPANY USE ONLY SOUTHEAST SA (OIAGA INSURED COPY PREPARED 12 -29-03 (JAMHOW) Sefeeo0 aid IM S&Twe Togo W tredsmuks of =lfeoo C.rxgatl,a. 8- CCI0887) Pees 1 EP AMERICAN STATES INSURANCE COMPANY SEATTLE, WASHINGTON COMMERCIAL LIABILITY COVERAGE PART DECLARATIONS PAGE CG 1 NAMED INSURED: EDWARD R NICHOLS POLICY NUMBER: O1 -CE- 898152 -5 FORM OF BUSINESS: INDIVIDUAL L I M I T S O F I N S U R A N C E COMMERCIAL GENERAL LIABILITY GENERAL AGGREGATE LIMIT (OTHER THAN PRODUCTS - COMPLETED OPERATIONS) 2,000,000 PRODUCTS- COMPLETED OPERATIONS AGGREGATE LIMIT 2,000,000 PERSONAL AND ADVERTISING INJURY LIMIT 1,000,000 EACH OCCURRENCE LIMIT 1,000,000 MEDICALTEXPENSE PREMISES LIMIT (ANY PERSON) ONE PREMISE) 200,000 ) 10,000 LOCATION OF ALL PREMISES YOU OWN. RENT, OR OCCUPY: 1. 309 BELVEDERE ST ATLANTIC BEACH,FL 32233 CODE I CLASSIFICATION - PREMIUM BASIS I EXPOSURE I RATE I PREMIUM ULTRA CONTRACTORS ** LOCATION NA ** 00196 ULTRA CONTRACTORS - CARPENTRY CONSTRUCTION OF RESIDENTIAL PROPERTY NOT EXCEEDING THREE STORIES IN HEIGHT PRODUCTS- COMPLETED OPERATIONS ARE SUBJECT TO THE GENERAL AGGREGATE LIMIT (PER NUMBER OF FULL TIME EMPLOYEES) 1 738.0000 $ 738.00 pREMIU)I ADJUSTMENTS: CERTIFIED ACTS OF TERRORISM $ 6.00 COMMERCIAL LIABILITY TOTAL $ 744.00 THE FOLLOWING FORMS CURRENTLY APPLY TO THIS COVERAGE PART: IL0017 1198 - COMMON POLICY CONDITIONS IL0021 0498 - NUCLEAR ENERGY LIABILITY ENDORSEMENT CG0001 1001 - COMMERCIAL GEN LIAB COV FORM CG0220 0398 - FLORIDA CHANGES -CANC AND NONREN 6 -1886 0300 - FL SPEC NOTICE TO POLICYHO C4035 0703 - THE UMBRELLA ADVANTAGE IL7201 0392 - COMPANY COMMON POL CONDITIONS CG8603 1001 - ULTRA CONTRACTORS LIABILITY PLUS CG8613 1001 - EXCLUSION ASBESTOS CG2147 1093 - EMPLOYMENT RELATED PRACTICES 6 - 3689 0301 - DEAR SAFECO POLICYHOLDER CG2170 1102 - CAP ON LOSSES- CERTIFIED ACTS OF TERRORIS 000062 1202 - WAR LIABILITY EXCLUSION CG8675 1002 - EXTERIOR FINISH SYSTEMS EXCLUSION CG8676 1002 - MULTI-FAMILY RESIDENTIAL EXCLUSION CG8674 1002 - CONTRACTORS LIABILITY PLUS 9- CC(CG)(1298)SOUTHEAST (DIAGU) PREPARED 12 -29 -03 CMD40 SEQ.0001 Edward R. Nichols, Inc. APPOINTMENT OF STATUTORY AGENT The undersigned, Edward R. Nichols, Inc., a Florida corporation, with its principal office in Atlantic Beach, Duval County, Florida, hereby appoints Michael L. Berry, Jr., a natural person residing in Duval County, Florida, as its statutory agent upon whom any process, notice or demand required or permitted by statute, to be served upon the undersigned may he served. The complete address of said statutory agent is 333 First Street North, Suite 305, Jacksonville Beach, Florida 32250. Dated: January 26, 2004. Edward R. Nichols, Inc. By: Edward R. Nicho s ACCEPTANCE OF APPOINTMENT TO: Edward R. Nichols, Inc. The undersigned hereby accepts appointment as statutory agent of the above corporation upon whom any process, notice or demand required or permitted by statute may be served, and hereby confines that he is familiar with, and accepts, the obligations of that position. January 26, 2004. 6iG \ (.Cj'I . ` Michael L. Berry, Jr. j l 4 2004-2005 OCCUPATIONAL LICENSE TAX MIKE HOGAN OFFICE OF THE TAX COLLECTOR CITY OF JACKSONVILLE and /or COUNTY OF DUVAL, FLORIDA 231 EAST FORSVTH STREET ROOM 130, JACKSONVILLE, FL 32202 PHONE: 1904ie30.20a0 FAX: i9041630-1432 Note - A penalty is imposed for failure to keep this license exhibited conspicuously at your establishment or place of business. This license is furnished in pursuance of chapter 770.772 City ordinance codes. NICHOLS, EDWARD R 02 PO BOX 330262 ATLANTIC BCH, FL 32233 ACCOUNT NUMBER: 048879- 0000 -3 LOCATION ADDRESS: FAIRWAY VILLAS LA S 32233 DESCRIPTION: CONTRACTOR, ALL TYPES County License Code: 770.307 -001 County Tax: $11.25 Municipal License Code: N/A Municipal Tax: N/A Total Tax Paid: $11.25 VALID FROM OCTOBER 1, 2004 TO SEPTEMBER 30, 2005 RCPT #: 001T001061 DATE: 8/18/2004 AMT: $11.25 ATTENTION * **The Following Construction Contractors Require Additional Licensure * ** ALARM POOL ALUMINUM /VINYL RESIDENTIAL BUILDING ROOFING ELECTRICAL SHEET METAL SOLAR - MECHANICAL PLUMBING IRRIGATION GENERAL CARPENTRY WATER TREATMENT UNDERGROUND UTILITY HEATING AIR CONDITIONING REFRIGERATION This is an occupational license tax only. It does not permit the licensee to v olatc any existing regulatory or zoning laws of the County or City, Nor does it exempt the licensee from any other license or permit required by law. This is not a certification of the licensee's qualification. A COLLECTO THIS BECOMES A RECEIPT AR ER VALIDATION Licensing Portal - License Details Page 1 of 1 t o M S h � f i c4 v Log On DBPR Home 1 Online Services Home 1 Help I Site Map 2:45.26 F Public Services Search for a Licensee Apply for a License Licensee Details View Application Status Licensee Information Apply to Retake Exam Name: NICHOLS, EDWARD RANDOLPH (Primary Na NICHOLS CONTRACTING CO INC (DBA Name Find Exam Information Main Address: 309 BELVEDERE ST File a Complaint ATLANTIC BCH Florida 32233 -4110 AB &T Delinquent Invoice County: DUVAL & Activity List Search User Services Renew a License License Mailing: Change License Status Maintain Account LicenseLocation: 309 BELVEDERE ST Change My Address ATLANTIC BCH FL 32233 -4110 View Messages County: DUVAL Change My PIN View Continuing Ed License Information License Type: Registered Residential Contractor 1 4 ' 1 Rank: Reg Residential 4 1 Term Glossary License Number: RR0048648 Status: Null and Void 0 Online Help Licensure Date: 05/22/1985 Expires: 08/31/1997 Special Qualification Effective Qualifications View Related License Information View License Complaint L_ I Terms of Use I 1 Privacy Statement I https:// www. myfloridalicense .com/LicenseDetail.asp ?SID = &id= 769286 2/9/2005 IOW '4kn' Hts • Edward R. Nichols P. 0. Box 330962 PROPOSAL Atlantic Beach, FL 32233 I DATE ??0,8 212)41' SILL TO • LOCATION /fr7CcAiNIZic V031::-(661-eRS 441,, -274#1,' r/Y 4. 327- 1 PROJECT DESCRIPTION AMOUNT i&-iitoc 61 r-. 6 e i2k / 111 Pi 1 /4 1,ut f 2 , Cv 1 1 r i m/0 w& A ed fie?(/*..s 7 ; efi evflai Po -ie.. ce-- 6 d C }hJ cti • 11/ 0,/ D cfi i ey wAic eee e .!frp4 a e` 7n/ill (:)/ iJ ti (i) A 4;4 7r4, bilt?e:11 APPROVED BY DATE • u,4/ e. NielvoLS Jd et?: - dp, r Tots l 48" MAX. F.W. FIN NAILS OR SCREWS AT 5" TO © 7" O.C. AROUND FRAME. SEE ElI ^ " ANCHOR REQUIREMENTS TABLE ON A B VP THIS SHEET FOR OTHER FASTENER IT 7.7 REQUIREMENTS. 2 J t STAN A HR • D RD 1 ® OUGH JAMB INTO LOCK SUBSTRATE OR © I. HARDWARE Ci I . HuRRJE4NE c��a 0 ± i OPTIONAL z I . ° (2 EACH SIDE OF I MULL) TYPICAL EACH Aii il X I 1 OR - ¢ END OF MULLION. INCLUDED '_L N I' I GO < I . I i W/ EGRESS x z I. KIT 1 1 I I :11 J 1. L Q WINDOW NAIL FIN MAY . MAX. SEE "CORNER CONSTRUCTION" BE REMOVED WHEN CUP LOAD WIDTH MA, REQUIREMENTS ON SHEET 2 MOUNTED TO THE OPENING. [-- = (A +B) /2 { • SEE SHEET 3 FOR DETAIL. (SEE TABLE BELOW) (SEE EXTERIOR ELEVATION EXTERIOR ELEVX SINGLE DOUBLE HUNG WINDOW MULTIPLE DOUBLE HUNG /F SCALE: 1/2 " =1' —O" UP TO FOUR WINDOWS MAY BE 0 ALLOWABLE DESIGN PRESSURE WITH ANY COMBINATION OF FIXEI SEE SINGLE WINDOW ELEVATION FC TABLE (INDIVIDUAL WINDOWS) SCALE: 1/2 " =1' -0" POSITIVE NEGATIVE MULTIPLE UNR NOTES; 40 PSF 40 PSF 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSION' 2. THE MAXIMUM ALLOWABLE PRESSURE FOR A COME NOTE: ALL WINDOWS MUST INCLUDE BY THE SAME ALLOWABLE PRESSURE FOR THE SIN PELLA'S FIELD ADD —ON KIT PLACED AT 3 FOR MULLED COMBINATIONS OR SITUATIONS OUTSIC MULLIONS CERTIFIED BY A REGISTERED ENGINEER ! EACH END OF THE WINDOW CHECK RAIL. SEE SHEET 2 FOR DETAIL. GENERAL NOTES NAIL FIN MOUNT CONDITION IS SHOWN IN 1. THESE WINDOW SYSTEMS HAVE BEEN TESTED, ANALYZED & APPROVED FOR DESIGN THESE ELEVATIONS. FOR OTHER MOUNTING PRESSURES NOT TO EXCEED THOSE SHOWN IN THE "ALLOWABLE DESIGN LOADS" OPTIONS (SHEAR SCREW, DIRECT & CUP TABLE. 2. BUCKING, OPENINGS, & BUCKING FASTENERS MUST BE PROPERLY INSTALLED TO MOUNT), SEE SHEET 3. TRANSFER LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. 4. THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH & MEET THE FRAME ANCHOR REQUIR REQUIREMENTS OF THE FLORIDA BUILDING CODE (F.B.C.) 5. THESE WINDOWS HAVE BEEN TESTED IN ACCORDANCE WITH AAMA /NWWDA 101/I.s. FIN SCREW 2 -97 'VOLUNTARY SPECIFICATIONS FOR ALUMINUM, VINYL (PVC) AND WOOD OPENING TYPE JAMB TO OPENING h WINDOWS AND GLASS DOORS." REFERENCE TEST REPORT NO. 02- 31340.01 & (SUBSTRATE) FASTENER TYPE 02- 30910.01 BY ARCHITECTURAL TESTING, INC. AS APPLICABLE TO THESE DRAWINGS. NOTE THAT THIS PRODUCT CERTIFICATION IS BASED ON TESTING OF 2X_ W000 FRAME OR BUCK 2" X 11GA. ROOFING NAILS 1 THE ARCHITECT SERIES NON —CLAD W000 & DESIGNER SERIES CLAD WOOD WINDOWS TO WHICH II-11S WINDOW IS SIMILAR. 2X_. WOOD FRAME OR BUCK NO. 8 SMS SCREW 1 6. TESTS COMPLETED INCLUDE AIR INFILTRATION PER ASTM E283, WATER RESISTANCE PER ASTM E547 & /OR E331, UNIFORM LOAD STRUCTURAL PER ASTM 330 & * SHEAR SCR FORCED ENTRY PER ASTM F588. 2X_ WOOD FRAME OR BUCK NO. 10 SMS SCREW 1 7. THESE WINDOW SYSTEMS ARE NON — IMPACT RATED & MUST BE SHUTTERED WHERE REQUIRED BY CODE. CMU /CONCRETE (1) 3/16" CONCRETE SCREWS 1 8. ALL WINDOW SIZES SPECIFIED AS ALLOWABLE IN THE "WINDOW SIZE /PRESSURE (1) CONCRETE SCREWS SHALL BE ITN RAMSET /RED HEAD OR TABLE" HAVE BEEN COMPARED TO THE TESTED UNITS & ARE RESTRICTED BY THE KWIK —CON II OR POWERS RAWL TAPPER. (HARDENED STEP OVERALL SIZE (AREA) OF THE TESTED UNITS. ALL COMPONENTS HAVE BEEN CHECKED TO SUPPORT THESE LOADS AS SPECIFIED IN THE LOAD TABLE. * SHEAR SCREW ANCHOR NOTE: FRAME MAY BE EITHER C 9. GLASS TO BE USED WITH THESE WINDOW UNITS SHALL BE AS SPECIFIED IN THESE ANCHORED TO A MIN. 2X4 NO. 3 SOUTHERN PINE WCO DRAWINGS WITH GLASS TYPE AND THICKNESS BEING DETERMINED BY PELLA AS REQUIRED TO MEET DESIGN PRESSURES PER ASTM E1300. SHALL BE USED. WHEN ANCHORED WITH NAIL FIN INTO WHEN DIRECT MOUNTED OR MOUNTED WITH SPACER, 3/ FOR EMBED REQUIREMENTS. PROPER MATERIAL SHALL I 7 4" FRAME FIN FASTENER MIN. 2X4 BUCK AND S MAX. MA SHIM (SEE SHEET 1) FASTENER BY OTHERS • MIN. 2X4 BUCK AND SEALANT - FASTENER BY OTHERS BY OTHERS r BUTYL SEALANT AS y ® 1/4 \ REQ'D. TMAX. SPACE . 4 i 1 m ; ila ±,_ o -.., • .00000 o - ri � FRAME FIN FASTENER , is / ,..., O © (SEE SHEET 1) 4 © r i IJ , - -- STANDARD LOCK O HARDWARE ASSY. (1) 14 e TRUTH MFG. 001U • _ OPTIONAL OR r = INCLUDED W/ � j EGRESS KIT ;" IN w CORNER CONS • --- 5/8" MIN. • = WOOD JAMB: NON -MULLE LLI GLASS AS MULLED COF 111 PER ASTM E1300 L._ � JAMB CLAD: CORNER KE'� CONTINUOUS (MIN. 3/32" SASH: MORTISE & BUTYL IP" ANNEALED) SASH CLAD: LAPPED & h BACKBEAD 0.5" MIN. O BITE SPACER • VINYL _ o RAINSTRIP\• jou uool 2.338 EXTERIOR � 1 fiD 12 ,�"'+ 1 .: 4.000 I 8 W 0 o O . 0 1/4 e ■ SEALANT BEHIND MAX. SHIM 0•; FIN BY OTHERS SECURE 4 NO. TO 0. 8 X ; • AT EA. LEG FRAME FIN FASTENER SECTION 0 CORNER BI (SEE SHEET 1) SCALE: 1 /2 FULL MIN. 33 KS( �4( 7 • v1ULLION DETAILS SHOWN / 1/2" X 1" CORRUGATED DOUBLE HUNG. DOUBLE (- FASTENER 4" FROM ENDS WINDOW SECTION IS SIMILA & 10" TO 12" 0.C. 00 ©O m © /` / 1 i <I I' ol:� ks10 I TID Loma �♦ ...... • —Fe 44 *)— c 5,1 . i ( I [1 as I0 ,, I li , r-i , k ilia se ,` 14 g e , ,f4 , 41.; - o_.1 - mm EXTERIOR 20 \ m® EXTERIOR CONT. SEALANT BEHIND SECTION CONT. SEALANT BEHIND S ECTION MULL COVER ® MULL COVER DZ SCALE: 1/2 FULL SCALE: 1/2 FULL 3 (WITH NO REINFORCEMENT) (WITH WOOD REINFORCEMEN NO. 8 X 1.5" SMS. (1 PER CLIP INTO BUCK CONTINUOUS WOOD MEME AT 20 -30 DEG ANGLE) THAN A 2X_ BUCK TO B HURRICANE CUP WITHIN 4" OF CORNERS & DEEP. NOT REQUIRED W MIN. 2X4 BUCK & CHECK RAIL ENDS (2 CLIPS PER CHECK RAIL SHIM SPACE EXISTS (USE FASTENERS BY OTHERS END) & SPACED MAX. 8" 0.C. 1 ® ar plily 1/4" MIN. SEALANT & III � j, r t BACKER R00 t BY OTHERS Ar �� i till �' 1/2" MAX. EXTERIOR • _ TO CENTER M ���'-■„ OF SCREW j PI EXTERIOR .n000ne•'� P : /16 � ` IIIII CORN ill SMNO. 8 X 5/8" PH S SCREWS (2 PER E PER CLIP 18" C TABLE REQUI OPTIONAL CLIP INSTALLATION DIRECT MOUNT DETAIL It HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR HEAD DETAIL SHOWN; OTHER JAM SEE SECTIONS FOR DETAIL NOT SHOWN SEE SECTIONS FOR DETAIL NOT (SIMILAR FOR ALL JAMB TYPES) (SIMILAR FOR ALL JAMB TYPE 4.364 I 1.372 4.364 I H 1.765 --I itilM 0.720 ti III - H 1.925 1.343 1.873 1 1 O HEAD JAMB ®SIDE JAMB h- 1.765 --- 02 INTERIOR SILL O4 UPPER SASH 2.175 TOP RAIL i 3.489 - �-- 1.888 -.-i 1.873 f 1.748 t t 1.765 1.765 _ - UPPER SASH ®LOWER SASH CHECK RAIL CHECK RAIL ® LOWER SASH ® LOWER SASH BOTTOM RAIL STILE (UPPER SASH STILE SIMILAR) i II 11_, 2.947 U 1.196 I-►-- I ' 2.281 ,f f 0.062 0.471 I - 1.340 1 1.833 -- 7-,_. 0.445 J 0.040 - 9 SASH STOP 10 SILL SUPPORT I 4.321 1 HEAD JAMB CLAD 12 SILL --H 0.589 H 0.589 H 1.340 0.589 3.586 f 0.024 1.799 0.589 \ r 0 .023 1 0.720 L t l 0.023 0.040 1.196 - 0.023 13 UPPER SASH 10 SIDE JAMB 0 STILE CLAD 16 LOWER SASH 17 LOWER SASH 1 TOP RAIL & CLAD CHECK RAIL BOTTOM RAIL , CHECK RAIL CLAD CLAD • CLAD 2.767 r ---: -- r 0.328 + --I H- 0.328 0.671 -L 0.736 0.047 (-- -�- 1.703 1-..- 0.04.7 0.024 � c�. -.-� } 18 DRIP CAP/ 0.024 J 19 NAIL FIN 20 MULLION 21 MULLION INSTALLATION FIN - 0.822 82 2 COVER COVER 4.100 - 3.983 1.283 0.125 0.375 1 0.125" f f i ll 0.094 0.345 r � J� h- 2.164 0.749 .- �� 1����� -l/ i 22 UPPER SASH 23 LOWER SASH f CHECK RAIL CHECK RAIL 24 WOOD MULLION 25 ALUMINUM INTERLOCKER INTERLOCKER REINFORCEMENT MULLION REINFORCEMENT SEE "SIZE /PRESSURE TABLES" WINDOW NAIL FIN MAY A " - -- ON SHEET 4 FOR • 8E REMOVED WHEN DIRECT MAX. FRAME WIDTH (F.W.) MOUNTED TO THE OPENING. MAX.. "LOAD WIDTH "; SEE O SEE DIRECT MOUNT DETAILS CD MULLION LOAD TABLE ON SHT. 4 ON SHEET 2 FOR OTHER 2 l INSTALLATION REQUIREMENTS. — '1 -. — �3� 3i' 5 • .> • // a I d a • • 1 I. _. / W o . 0 . I � � ° 0 T © #10 FRAME Z v o I. • •• ° THROUGH JAI 0 w 2" ROOFING NAIL OR SUBSTRATE C _ H . = J - V) = • 1 Q • No. 8 SMS SPACED HURRICANE C w I 2" ROOFING NAIL OR ~ 5" TO 7" O.C. SEE EACH SIDE 0 • OD = No. 8 SMS SPACED I = o F w 0 o "FRAME ANCHOR SEE MULLION t w ' S" TO 7" O.C. SEE • = 1 REQUIREMENTS TABLE" w "FRAME ANCHOR • 'y' o z ON THIS SHEET FOR TABLE ON SHEI N REQU TABLE" Q FOR ALLOWABLI w X OTHER REQUIREMENTS. PRESSURE ON • a < ON THIS SHEET FOR I `.. m OTHER REQUIREMENTS. I Q w I• ` � MULLED UNITS. NJo Ui • • w v I OPPOSITE i I i ,� 0 EXTERIOR ELEVATION l_ _ _. _. - __ - J MULTIPLE WINDOWS SCALE: 1/2 " =1' -0" SEE "CORNER CONSTRUCTION UP TO 4 WINDOWS MAY BE MULLED EITHER HORIZONT. DETAILS" ON SHEET 3. WITHIN THE RESTRICTIONS SHOWN. NOTE THAT THIS M EXTERIOR ELEVATION ONLY APPLICABLE WITH ONE (1) DIRECTIONAL MULLING. RECTANGULAR WINDOW (IF VERTICALLY STACKED, MANUFACTURER INSURE THAT THE DEAD WEIGHT OF THE WIND(' SCALE: 1/2 " =1' -0" NOT CAUSE ANY WINDOW FAILURES OR DEFOR NAIL F1N MOUNT CONDITION IS SHOWN IN THESE ELEVATIONS. FOR OTHER MOUNTING OPTIONS (SHEAR SCREW, DIRECT & CLIP MOUNT), SEE SHEET 2. • GENERAL NOTES 1. THESE WINDOW SYSTEMS HAVE BEEN TESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE "ALLOWABLE DESIGN LOADS" TABLE. 2: BUCKING, OPENINGS, & BUCKING FASTENERS MUST BE PROPERLY INSTALLED TO TRANSFER LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. 4. -THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH & MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (F.B.C.) 5. THESE WINDOWS HAVE BEEN TESTED IN ACCORDANCE WITH AAMA /NWWDA 101/I.5. T-97 'VOLUNTARY SPECIFICATIONS FOR ALUMINUM, VINYL (PVC) AND WOOD WINDOWS AND GLASS DOORS." REFERENCE TEST REPORT NO'S. 02- 32561.01 & FRAME ANCHOR REQUIREME 02 - 32560.01 BY ARCHITECTURAL TESTING, INC. (ATI) & 382 - 0072.17 BY STORK TWIN CITY TESTING CORP. AS APPLICABLE TO THESE DRAWINGS. FIN SCREWS 6. TESTS COMPLETED INCLUDE AIR INFILTRATION PER ASTM E283, WATER RESISTANCE OPENING TYPE JAMB TO OPENING MINIMI PER ASTM E547 & /OR E331, UNIFORM LOAD STRUCTURAL PER ASTM 330 & (SUBSTRATE) FASTENER TYPE EMBE'J 7. FORCED ESEWINDOW SYSTEMS SSTEMS F588. RATED & MUST BE SHUTTERED WHERE 2X_ WOOD FRAME OR BUCK 2" X 11GA. ROOFING NAILS 1 7/ REQUIRED BY CODE. 2X_ WOOD FRAME OR BUCK NO. 8 SMS SCREW 1 1/ 8. ALL WINDOW SIZES SPECIFIED AS ALLOWABLE IN THE 'WINDOW SIZE /PRESSURE TABLE" HAVE BEEN COMPARED TO THE TESTED UNIT & ARE RESTRICTED BY THE * SHEAR SCREYIc OVERALL SIZE (AREA) OF THE TESTED UNIT. ALL COMPONENTS HAVE BEEN 2X_ WOOD FRAME OR BUCK NO. 10 SMS SCREW 1 1/ CHECKED, INCLUDING GLASS, TO ASTM E1300, TO SUPPORT THESE LOADS AS CMU /CONCRETE (1) 3/16" CONCRETE SCREWS 1 1/. SPECIFIED IN THE LOAD TABLE. NOTE THAT BY PELLA'S CHOICE, ALL ALLOWABLE ( SCREWS SHALL BE ITW RAMSET /RED HEAD OF LOADS IN THE TABLE ARE TYPICALLY BASED ON LOWER LOADS THAN THOSE KWIK -CON II OR POWERS RAWL TAPPER. (HARDENED S1 TESTED TO, SO AS TO INCORPORATE A SAFETY FACTOR INTO THE TESTED CONDITIONS. * SHEAR SCREW ANCHOR NOTE: FRAME MAY BE EITHER DS 9. TESTED UNITS USED A VARIATION OF GLASS TYPES (1.0. & SINGLE PANE) & ANCHORED TO A MIN. 2X4 NO. 3 SOUTHERN PINE WOOD GLASS THICKNESSES. GLASS TO BE USED WITH THESE WINDOW UNITS SHALL BE SHALL BE USED. WHEN ANCHORED WITH NAIL FIN INTO AS SPECIFIED IN THESE DRAWINGS WITH WIND LOAD RESTRICTIONS AS SET IN THE WHEN DIRECT MOUNTED OR MOUNTED WITH SPACER, 3/11 LOAD TABLES. FOR EMBED REQUIREMENTS. PROPER MATERIAL SHALL BE FRAME FIN FASTENER MIN. 2X4 BUCK & (SEE SHEET 1) FASTENERS BY OTHERS I CONT. SEALANT III -- -ww41/1 SEALANT MAX. SPACE ►�� N BY OTHERS 1/4" ` 41A-I ' • 0 '' I EXTERIOR I EXTERIOR t 0 iii_ ii-4=su ± , 0 ,./. © 1 O in © i ,_ SEE GLAZING DETAIL = SECTION E ON THIS SHEET SECTION 0 L.0 SCALE: 1/2 FULL SCALE: 1/2 FULL cc (WITH NO REINFORCEME • 1/2" CONT. SEALANT FASTE GLAZING SHIM (2 PER BEHIND MULL & 10 SIDE AT EA. CORNER) COVER o SILICONE GLAZING ® 0 \ W © 1/2" DOUBLE SIDED f FOAM GLAZING TAPE emmir � FOR UNITS WITH A FRAME I����)�)i�,�� C X11% LEG > 36 ", APPLY A 1/8" EXTERIOR 0 �� 9/16" MIN. BITE �1 I WIDE CONTINUOUS FILM OF GLUE PRIOR TO ATTACHING ■• 0 © STOPS. SKIPS OF 2" © / SPACER ALLOWED PER FOOT OF LINEAL. 101 1/8" MIN. TEMPERED --•- 5/8" MIN. (1" MAX.) SECTION 40 GLAZING DETAIL SCALE: 1/2 FULL (I.G. GLASS) (WITH WOOD REINFORCEMENT CONT. SEALANT 1/2' GLAZING SHIM (2 PER BEHIND MULL FAST SIDE AT EA. CORNER) COVER & 1 SILICONE GLAZING ® 0 © . 1/2" DOUBLE SIDED r FOAM GLAZING TAPE il ��-L FOR UNITS WITH A FRAME EXTERIOR ))) �J�� I"' � '' � X11 V LEG > 36 ", APPLY A 1/8" 9/16" MIN. BITE Q 0 Cri WIDE CONTINUOUS FILM OF ID GLUE PRIOR TO ATTACHING �r� © STOPS. SKIPS OF 2" © �� ALLOWED PER FOOT OF LINEAL. o -- -- 1/8" MIN. TEMPERED GLAZING DETAIL SECTION 6 (SINGLE PANE GLASS SCALE: 1/2 FULL J (WITH ALUMINUM REINFORCEME r 4.270 ] + 0.650 r 0.040 0.361 0.812 + J r ----II 0.816 1.616 T + 0.825 0.047 —} 0 1 JAM + ED _ MULLION Ct • 0 GLAZIN STOP 1 4.812 -- 1.279 --- 0.375 ����������������������� O3 JAMB CLADDING/ COVER +0 WOOD MULLION REINFORCEMENT F 8.125" 3.983 + ---I I-- 0.328 C I O O O O i — 0.125" r 0.375 0.736 0.047 0 1.875" 0 0 0 0 0 0.749 z I/ T. 9 1 MULLION COVER L ! ° O 0 0 0 ALUMINUM MULLION 80 HURRICANE CLIP REINFORCEMENT H 1.495 - 1 . 511 1.495 mr , J j 0.216 W H 0.663 10 NAIL FIN ® CORNER LOCK 0 CLADDING o 'IN 2.338 -- — ` 0.500 0.062 NO. 10 X 5/8"--/ 1 I JAMB SMS SCREW H 1.000 (2 PER CORNER; --I CLAD TO KEY) 4.000 0 o 0 o + 1.000 NO. 6 SCRE\ 0.500 —I PER C SECURE TO JAMBS WITH ME OPTION 1: 4 NO. 8 X 3/4" SMS THREE(3) 1/2" X 2" STAPLES AT EA. LEG PER CORNER WITH PELLA'S CORNER BRACKET S . 49 El( E CO _ CORNER BRA SE 9 E CORM SHEET) MIN. 33 KSI GALV. METAL NOTE BRACKET THAT DETAIL BRACKET THIS IS REOU! WITH MULLION END C AND IS OPTIONAL ON OTHER CORNERS CORNER DETAIL FOR OPTION 2: SQUARE CORNERS CORNNER X 2" SCREWS PER (INTERIOR ELEVATION) (, -M (1) ALLOWABLE SIZE & (1) ALLOWABLE SIZE & DESIGN PRESSURE TABLE FOR DESIGN PRESSURE TABLE WINDOWS USING MIN. 1 /8" SINGLE PANE TEMPERED GLASS ! FOR WINDOWS USING (2) SHORT I.G. GLASS WITH MIN. DIMENSION DESIGN LOAD CAPACITY (POSITIVE & NEGATIVE PSF) ..1/8 TEMPERED PANES 30" OR LESS 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 - 3 6" 50.0 50.0 50.0 50.0 50.0 50.0 50.0 OR SINGLE PANE 1/4" - TEMPERED GLASS 42" 50.0 50.0 50.0 50.0 50.0 MAX. SHORT MAX. LONG MAX. DESIGN 48" 50.0 50.0 50.0 .�., - DIMENSION DIMENSION PRESSURE 54" 50.0 50.0 =► = = - (2) (IN.) (2) (IN.) (PSF) _ 72 120 50.0 60" 50.0 �_�� ,,,.,,.►�, - ► - ( 60" 120" 108" 96" 90" 84" 84 90 96 1 1 20 75.5 114 50.0 DIMENSION OR LESS 66" 72" 78" - TABLE NOTES: - (1) IN DETERMINING WIND LOADS, ASTM E1300 -00 WAS USED CONSIDERING A 3 SECOND GUST WIND - SPEED TO BE CONSISTENT WITH ASCE 7 -98 CALCULATED PRESSURES. (2) ALL WINDOW DIMENSION VALUES SHOWN ARE +/ -1/2" & ARE FRAME (F.H. & F.W.) DIMENSIONS - (3) THOSE SIZES WITH LOADS LISTED ARE MAXIMUM ALLOWABLE SIZES AT THAT LOAD. IF NO LOAD IS LISTED FOR A GIVEN SIZE, THAT SIZE EXCEEDS ALLOWABLE AND IS NOT ACCEPTABLE. MULLION LOAD TABLE MULUON LOAD TABLE (CONT'D) MULUON LOAD ALLOWABLE PRESSURES (PSF) MULLION LOAD ALLOWABLE PRESSURES (PSF) LENGTH WIDTH LENGTH WIDTH (IN.) (IN.) MULLION "81" MULLION "82" MULLION "83" (IN.) (IN.) MULLION "81" MULLION "82" MULLION "83" 54 OR LESS 54 & UP 50.0 50.0 50.0 18 50.0 50.0 50.0 48 50.0 50.0 50.0 24 44.4 50.0 50.0 60 54 47.8 50.0 50.0 30 35.5 45.6 50.0 60 & UP 43.0 50.0 50.0 36 29.6 38.0 50.0 42 50.0 50.0 50.0 42 25.4 32.6 48.2 48 44.4 50.0 50.0 90 48 - 28.5 42.1 66 54 39.5 47.1 50.0 54 - 25.4 37.5 60 35.5 42.4 50.0 60 - - 33.7 66 & UP 32.3 38.6 50.0 66 - - 30.6 30 50.0 50.0 50.0 72 - - 28.1 36 49.8 50.0 50.0 18 48.8 50.0 50.0 42 42.7 50.0 50.0 24 36.6 48.8 50.0 72 48 37.3 44.6 50.0 30 29.3 39.0 50.0 54 33.2 39.6 50.0 36 24.4 32.5 46.3 60 29.9 35.7 50.0 96 42 - 27.9 39.7 66 27.2 32.4 50.0 48 ' - 24.4 34.7 72 24.9 29.7 47.3 54 - - 30.9 30 50.0 50.0 50.0 60 - - 27.8 36 42.4 50.0 50.0 66 - - 25.3 42 36.4 43.4 50.0 18 34.3 45.7 50.0 78 48 31.8 38.0 50.0 24 25.7 34.2 48.8 54 28.3 33.8 50.0 30 - 2 -7.4 39.0 60 25.4 30.4 48.3 108 36 - - 32.5 66 - 27.6 43.9 42 - - 27.9 72 - 25.3 40.3 48 - - - 24 50.0 50.0 50.0 18 - 33.3 47.4 30 43.7 50.0 50.0 24 - 25.0 35.6 36 36.4 43.7 50.0 120 30 - - 28.4 42 31.2 37.4. 50.0 36 - - - 84 48 27.3 32.7 50.0 54 24.3 29.1 46.1 60 - 26.2 41.5 66 - - 37.7 72 - - 34.6 MULLION "81" = MULLION SECTION "81 " ON SHEET 2 MULLION "82" = MULLION SECTION "62" ON SHEET 2 MULLION "B3" = MULLION SECTION "63" ON SHEET 2 NOTE: THE LESSER OF THE MULLION LOAD OR THE ALLOWABLE LOAD FOR THE INDIVIDUAL WINDOWS SHALL CONTROL AS THE ALLOWABLE LOAD ON THE MULLED SYSTEM. 1 ORAWN BY: CHECKED BY: T.J.W. W.W.S. 48" MAX. F.W. PLOT: DATE: % 4/ 3 " 1 - 24 08/23/02 a a -'' _ = = _ r FIXED SASH OR = a BIM. III FRAME WINDOW (SEE III w Q II kik // I DRAWING NO. 1 141 z 0 > r I © 1 / NOTE: MULLIONS D2 & II OR 1 144 UNDER 111 w i 1 Ligh I D3 MAY BE USED AS III SEPARATE APPROVAL III m ¢ a FILLER 1 A I PELLA. IF DESIRED BY 111 / OR DETAILS) // 111 ,. I © 1 ©BIM. Q W L . _ _ _ _ - I• 4 „ g o 1 FIXED SASH OR 1 Z FRAME WINDOW (SEE �' 4" I DRAWING NO. 1 141 I . I W OR 1 144 UNDER APPRO4 c r � SEPARATE APPROVAL C ITY OF RTLA' ( , .,1 I #10 FRAME SCREWS z THROUGH JAMB INTO FOR DETAILS) 1 BUILDING 0...=:..".R I• •1 SUBSTRATE OR HURRICANE CLIP (1) // ao EACH SIDE OF MULL I / I i I .1 Z ■ I B ,__,__,__,_„ o w rn o • EXTERIOR ELEVATION 3 x , o 0 O L WIDTH H MULTIPLE DOUBLE HUNG /FIXED WINDOWS z a v '�' ' (A +8)/2 H M X Z Q ABLE BELOW) SCALE: 1/2"-= 1 ' -0" T O V Q co N DN AUP TO FOUR UNITS MAY BE COM - N I ;ED WINDOWS t VERTICALLY IN ONE 0 G O J Oa E d MBINED IN ONE OPE ,!. r (IF VERTICALLY STACKED, MANUFA T ° I-- o_ & OR HUNG WINS ►', `. k INSURE THAT THE DEAD WEIGHT OF E W INDOWS ¢ - DOES NOT CAUSE ANY WINDOW FAILURE OR DEFORMATION) a = HUNG WINDOW DETAILS m 0 FE z U SHOWN. MULLION LOAD TABLE (CONTINUED) Z Q j Z =D UNIT IS RESTRICTED LOAD ALLOWABLE PRESSURE (PSF) CD W < E WINDOWS. LENGTH WIDTH MULLION "D1" MULUON "D2" MULLION "03" p OF THAT ALL BE USED SHOWN ABOVE, 24" OR LESS 36.9 40.0 40.0 3 O m ° 30" 29.3 39.0 40.0 0 0 Z • 36" 24.4 32.5 40.0 E m LOCK REQUIREMENTS TABLE v w Nom 96" 42" - 27.9 39.7 Q WINDOW WIDTH LOCK POINTS 48" - 24.4 34.7 M - a: 1 2 REQUIRED 54" - - 30.9 Z Z w X w w 36" AND GREATER 2 60 40 = o N 30" OR LESS 40.0 40.0 27. --1 w J a o LESS THAN 36" 1 36" 36.4 40.0 40.0 w w �' 84" 42" 31.2 37.4 40.0 W 2 Z o u B ENTS TABLE 48" 27.3 32.7 40.0 g O ° m 54" 24.3 29.1 40.0 ' o 60" 26.2 40.0 ? 5 w a W Vi IMUM MINIMUM MAXIMUM MAX. DIST. 36" OR LESS 40.0 40.0 40.0 a o oz BED EDGE DIST. SPACING FROM CORNER 42" 36.5 40.0 40.0 77" 48" 32.0 38.2 40.0 7/8" 1/2" 5" TO 7" 0.C. 2° 54" 28.5 34.0 40.0 ` a '' 1/8" 1/2" 5" TO 7" O.C. 2" 60" 25.5 30.5 40.0 42" OR LESS 40.0 40.0 40.0 ZZ '" ': &� VS 48" 37.3 40.0 40.0 H= 1/4" 3/4" ' SEE DETAILS 6" 71" 54" 33.5 40.0 40.0 '" \ `_ . I /4" 2" SEE DETAILS 6" 60" 30.0 36.0 40.0 M 0 W .00 TAPCONS, NS, HILTI 65" 54" OR LESS 40.0 40.0 40.0 v zo. OR S.S. _ 60" 35.5 _ 01p 40.0 i RECT MOUNTED TO THE OPENING, MOUNTED ONTO A CONTINUOUS S I BUCK. WHEN ANCHORED THROUGH JAMB TO A 2X4 BUCK, NO. 1QS 2" , DRAWING No. REV. 2X4 BUCK, 2 X 11 GA. ROOFING NAILS OR NO. 8 SCREWS SHALL BE USED. 1148 6" CONCRETE SCREWS SHALL BE USED. SEE "ANCHOR REQUIREMENTS TABLE" SHEET N0. IE USED BETWEEN ALL DISSIMILAR MATERIALS (BLOCK /CONCRETE & ALUMINUM). 1 OF 4 I DRAWN BY: CHECKED BY: 7 T.J.W. W.W.S. PLOT: DATE: ..•- FRAME WIDTH (F.W.) . 1/4" l - Z Oa /23/02 MAX. SHI w MIN. 2X4 BUCK AND 4 ® © FASTENER BY OTHERS ° © ® m • o a U ® O i F RAME W 0 ( SEE SHEET FIN FASTENER 1) tt C 0 l ® Z `--���n an lli �, L . , J o HP . ® � ► Z •.. = zgN EXTERIOR EXTERIOR w W tO SE SECTION a N -3 og SCALE: 1/2 FULL e SCALE: 1/2 FULL e o . d 0 I— U U H d S RUCTION: M w cc CORNERS: DADOED, SEALED WITH BUTYL & JOINED WITH 2 NO. 6 X 2" SCREWS. z JERS: DADOED, SEALED WITH BUTYL & JOINED WITH 3 NO. 6 X 2" SCREWS Z OR 2 NO. 6 X 2" SCREWS AND CORNER BRACKET SHOWN BELOW. o = WITH 2 NO. 10 X 5/8" SCREWS & BUTYL SEALANT © SEAM o 6 3= ENON, GLUED AND STAPLED. 3 m TERED 2.25" LONG STRIKE P/N g o z mn o 721BD000/721B6000 TO BE U w 2 2.25" LONG STRIKE P/N \ PLACED AT EACH END OF m z< ! .,.,M I- -, L CHECK RAIL. z ` N 72HY0000/ TO BE w CI w vi PLACED AT EACH END OF SCREW 1/4" F.H. ¢ CC >z CHECK RAIL. w D w 0.500 (3 PER CLIP) ¢ v7 '-' r 0.062 �Tii o ? m I I + +� ; �� g _,0 } --1 h•-- 1.000 • L i 3 Z 3 a z ' ( '�� o 8 3 a I 1.000 ( #10 X 1" SCREW (3 ° <� MBS WITH PER CLIP STRIKE) L Q \ _ '4" SMS it trim - • , 0 za ACKET t x � 3 f. METAL 1EXTERIOR1 DRAWING N0. IREV. 1148 FIELD ADD -ON KIT DETAIL SHEET N0. 2 OF 4 DRAWN 8Y: CHECKED BY: T.J.W. W.W.S. DOUBLE HUNG TO PLOT: DATE: 1 =2 08/23/02 NG MULLED TO FIXED W a ° --1/2" X 1" CORRUGATED © 1/2" X 1" CORRUGATED m 3 2\ FASTENER 4" FROM ENDS FASTENER 4" FROM ENDS & 10" TO 12" O.C. • & 10" TO 12" 0.C. o a 0 s 'I MIIII �, ■ w 0 c 1 Z 3t0 t I / '42 N- . F 41 1 D 4 11= Minn Ali g i g2 �u�IID [ice 1 � p z �'� ri Z O r O ry E C7 I— O � 1 ? 0 Cn L 1 = Ct ZQ EXTERIOR ® ® J w o v (.0 J I 14 m N J N J� J O w CO CONT. SEALANT BEHIND MULL COVER ° W '�� SECTION SCALE: 1/2 FULL ® o_ = (WITH ALUM REINFORCEMENT) i ¢ W 0 z OJC~i R LESS IN SIZE Z L IF SHIM SPACE EXCEEDS 1/4 ", A CONTINUOUS MEMBER o z MIN. 3 1 /2' MIN. 3 1/2" DEEP MUST BE PLACED AS A SPACER AND 0 o M 2 EN 1/4" OR LESS THE FRAME SCREW MUST RUN THROUGH SPACER AND INTO 3 o a SHIMS ONLY). BUCK /FRAMING MEMBER. Z ° MIN. 2X4 BUCK & w 0 a h FASTENERS BY OTHERS + = - • W " � Z 0 5d + Z N X a 1/4" = w C7 W Za i1 FAX. SHIM ¢ �� oo Li SEALANT & + r2 =o W <z.5 4 BACKER ROD L ��� , ~ v v ©� BY OTHERS Pr il '. 004E z 3 e a W IgunounclArc i'a— < z o EXTERIOR w o_ CONCRETE SCREWS WITHIN 6" OF z d. RS AND CHECK RAIL ENDS (2 SCREWS 1111 1"- "\ 1ECK RAIL END) AND SPACED MAX. u \ a � Z (REF. ANCHOR REQUIREMENTS NO. 10 SCREWS WITHIN 6" OF CORNERS AND CHECK RAIL '-. ON SHEET 1 FOR OTHER INSTALLATION ENDS (2 SCREWS PER CHECK RAIL END) AND SPACED MAX. `\ za EMENTS). 18" 0.C. (REF. ANCHOR REQUIREMENTS TABLE ON SHEET 1 Q BLOCK FOR OTHER INSTALLATION). IS SIMILAR OPTIONAL SHEAR SCREW MOUNT DETAIL DRAWING NO. REV. SHOWN HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR 11 , i) SEE SECTIONS FOR DETAIL NOT SHOWN SHEET NO. (SIMILAR FOR ALL JAMB TYPES) 3 of 4 DRAWN 8Y: CHECKED BY: BILL OF MATERIALS T.J.W. WAS. PLOT: DATE: # PART # ITEM DESCRIPTION MANUFACTURER /NOTES 1 2 08 /23 /02 PARTS a 32Z2 8 HEAD JAMB * PONDEROSA /SUGAR PINE 33DZ INTERIOR SILL * PONDEROSA /SUGAR PINE 320A SIDE JAMB * PONDEROSA /SUGAR PINE . 4ACH UPPER SASH TOP RAIL * PONDEROSA /SUGAR PINE 6 36M8 UPPER SASH CHECK RAIL * PONDEROSA /SUGAR PINE a 36M9 LOWER SASH CHECK RAIL * PONDEROSA /SUGAR PINE 38DR LOWER SASH BOTTOM RAIL * PONDEROSA /SUGAR PINE ° 36N0/36N2 UPPER /LOWER SASH STILE * PONDEROSA /SUGAR PINE oz 31A3 SASH STOP * PONDEROSA /SUGAR PINE 2600 SILL SUPPORT * PONDEROSA /SUGAR PINE 74Z4 HEAD JAMB CLAD 6063 -T6 ALUMINUM Z 74ZH SILL 6063 -T6 ALUMINUM . 6BAM UPPER SASH TOP RAIL & CHECK RAIL CLAD 6063 -T6 ALUMINUM 74Z0 SIDE JAMB CLAD 6063 -T6 ALUMINUM 3 0 42T8 STILE CLAD 3003 -H14 OR 3105 -H24 ALUMINUM z o 1- 0 , 42U1 LOWER SASH CHECK RAIL CLAD 3003-H14 OR 3105 -H24 ALUMINUM 3 F= w- o° 42AN LOWER SASH BOTTOM RAIL CLAD 3003-H14 OR 3105 -H24 ALUMINUM 0 ct � cr) i 42AG DRIP CAP /INSTALLATION FIN 0.235" ALUMINUM M 0_ I 3 42G7 NAIL FIN 0.235" ALUMINUM J W CI ¢¢ 0 7217 MULLION COVER 6063 -T5 ALUMINUM (CONTINUOUS) j EE I �� g 1 7354 MULLION COVER 6063 -T5 ALUMINUM (CONTINUOUS) 0 oLd Z 2 7SCM UPPER SASH CHECKRAIL INTERLOCKER 6063 -T6 ALUMINUM w a 3 72MP LOWER SASH CHECK RAIL INTERLOCKER 6063 -T6 ALUMINUM CL 4 - WOOD MULLION REINFORCEMENT SOUTHERN PINE M 0 W 5 7353 ALUMINUM MULLION REINFORCEMENT 6063 -T5 OR T6 ALUMINUM 0 z J 6 77K9 CORNER LOCK NYLON z 7 5071 HURRICANE CLIP 0.05" THK. RB 65 GALV. STEEL 0 w SEALS & SEALANTS 3 M 3 78F7 HEAD WEATHERSTRIP VINYL 0 h 0 0 ( rn 9 76UE STILE & CHECK RAIL WEATHERSTRIP VINYL a HARDWARE 0 w 2 ° r.: 1.. J Q N 9 OBUO UPPER SASH EGRESS KIT BRONZE CRAFT CORP. Z j 1 O BUR LOWER SASH EGRESS KIT BRONZE CRAFT CORP. '" D W Wvi� 2 7531 JAMB LINER VINYL -.1 Z > 6 < cc P. o N o 3 5818 RESIDENTIAL CENTER PIVOT TERMINAL PELLA W W % a 4 4381 I PRESSURE SPRING 0.008" THK. 5052 -H19 ALUMINUM QZ o�^ 5 2N08 BALANCE ASSEMBLY BSI tn N o0 i' m MISCELLANEOUS FASTENERS Z 82"' 3 - NAIL, 10d X 1" RING SHANK NAIL 3" FROM ENDS & 4" O.C. 3 u 3 z < O 0 * WOOD USED WITH TEST UNITS WAS SELECT WESTERN PINE. ALTERNATE U a WOOD SPECIES TO BE APPLICABLE WITH THESE WINDOWS IS MIN. GRADE 2 w MAHOGANY, SOUTHERN PINE, OAK, CHERRY, MAPLE, DOUGLAS FIR & T o CYPRUS. I o W -- j 1.495 Q _� I L V2 ci 1. 495 8.125 l I r ° � W r o 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 o DRAWING NO. REV. 0.663 1.875" - 1148 SHEET NO. 26 CORNER LOCK 27 HURRICANE CLIP 4 OF 4 DRAWN BY CHECKED SY: MULLED UNITS MAY BE _ SEE "SIZE /PRESSURE TABLE" ON SHEET 4 TJ.W. W.W.S. EITHER RECTANGULAR FOR MAX. FRAME WIDTH (F.W.) PLOT: —DATE. 1.24 07/ 30/02 OR SHAPED. e } c) . i- _ / 2" ROOFING NAIL OR '\ ch w / No. 8 SMS SPACED • • \ o REWS .� N I-- = /' S" TO 7" O.C. SEE ° ~- INTO N / "FRAME ANCHOR o - ----z L.. REQUIREMENTS TABLE" � Z (2 ' N ° X ON THIS SHEET FOR MULL). In m< // OTHER REQUIREMENTS. L `' I / °OPPOSITE SEE "CORNER CONSTRUCTION 1 DETAILS" ON SHEET 3. _ O 0 .... NAIL FIN MAY EXTERIOR ELEVATION _ z / I BE REMOVED WHEN DIRECT MOUNTED TO THE OPENING. HALF ROUND WINDOW -§ ° W°'° ° • — J SEE DIRECT MOUNT DETAILS SCALE: 1/2 " =1' -0" v 0 vo ° < cn u� � ON SHEET 2 FOR OTHER _ ¢ N INSTALLATION REQUIREMENTS. O Q 1 O J :LY OR VERTICALLY APPROVED SHAPES z _1 °� LLION CONDITION IS w 0_ %3 /i /j MUST Q O ,`' - VS DOES o ill S 'ATIONS) ^ <% o o z o DDnDri n z ,[i �-6-2_,ma i. 0 Li...1< „i , z ,• Lo G D z N x NOTES: z w Z Z l 1. OTHER SHAPES MAY APPLY PROVIDING THEY w J o 18 o ARE SIMILAR TO THOSE SHOWN & HAVE CORNER -J ►I- ° W a CONSTRUCTION PER CORNER DETAILS. Q ¢ z �o 2. ALL UNITS MUST FIT INSCRIBED INTO THE o o =m z A ALLOWABLE LOAD TABLE DIMENSIONS (SEE N o 2 7, S 4) & BE GOVERNED BY THE ALLOWABLE z a � ° aw PRESSURE OF THE RESPECTIVE UNIT SIZE IN a z o TS TABLE THE LOAD TABLE. ° d I MINIMUM MAXIMUM MAX. DIST. o VT EDGE DIST. SPACING FROM CORNER C., 1/2" 5 " -7" O.C. 3" . \ 1/2" 5 " -7" O.C. 3" a* v _ `. U7 3/4" 16" O.C. 6" w za 2" 16` O.C. 6" w ELCO TAPCONS, HILTI EL OR S.S.) 3 ;T MOUNTED TO THE OPENING, MOUNTED ONTO A CONTINUOUS SPACER, OR UCK. WHEN ANCHORED THROUGH JAMB TO A 2X4 BUCK, NO. 10 SCREWS DRAWING No. REV. 4 BUCK, 2" X 11 GA ROOFING NAILS OR NO. 8 SCREWS SHALL BE USED. 4 CONCRETE SCREWS SHALL BE USED. SEE "ANCHOR REQUIREMENTS TABLE" SHEET NO. USED BETWEEN ALL DISSIMILAR MATERIALS (BLOCK /CONCRETE do ALUMINUM). 1 OF 4 NO 8 X 1.5" SMS. DRAWN BY CHECKED BY: T.J.W. W.W.S. (2" X 1" CORRUGATED MIN. 2X4 BUCK & (1 PER CLIP INTO BUCK PLOT: DATE: ■STENER 4" FROM ENDS 1 =z 07/30/02 FASTENERS BY OTHERS AT 20 -30 DEC ANGLE) 10" TO 12" O.C. 0 HURRICANE CLIP Pl4.44.11 1 /4" MIN. • ill WITHIN 6" OF CORNERS & SPACED o z —] f MAX. 6" O.C. �i 1 /2" MAX. ] a TO CENTER LI ��� OF SCREW Z EXTERIOR o 1 � 0 ° NO. 8X3 /4 "PH ir SMS SCREWS (2 0 mw PER CLIP) 2 7 OPTIONAL CLIP INSTALLATION HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR v ' T) SEE SECTIONS FOR DETAIL NOT SHOWN o 1" CORRUGATED (SIMILAR FOR ALL JAMB TYPES) z zo ER4 "FROM ENDS �-w� TO 12" O.C. a CONTINUOUS WOOD 0 o 0 D 0 _ , i- • ..• - :. MEMBER LESS IN SIZE < a cnun i • + THAN A 2X_ BUCK TO g Q z g N � f �_ BE M IN. 3 1/2" DEEP• j a Q co I • ' _ NOT " REQUIRED WHEN Z J SEALANT & T 1/4 OR LESS SHIM ° z o w ,��AE 4MM BACKER ROD SPACE EXIST (USE w a w '-a- BY OTHERS �� SHIMS ONLY). M �� ii % � 3/16" CONCRETE SCREW L`- EXTERIOR o © W (REF. ANCHOR REQUIREMENTS o cc TABLE ON SHEET 1 FOR OTHER x INSTALLATION REQUIREMENTS) L- DIRECT MOUNT DETAIL IN BLOCK o z HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR SEE SECTIONS FOR DETAIL NOT SHOWN o w (SIMILAR FOR ALL JAMB TYPES) mM 1 w h °,:: 0 Z_ � Q u., G • IF SHIM SPACE EXCEEDS 1/4", A CONTINUOUS MEMBER M CD 4 5d. / D W U 0 v a X 1 " CORRUGATED MIN. 3 1/2" DEEP MUST BE PLACED AS A SPACER AND ? Z - W `` M ix Z KO THE FRAME SCREW MUST RUN THROUGH SPACER AND INTO M w w 90 '" TO 1 FROM ENDS BUCK /FRAMING MEMBER. J w m W W TO 12' O.C. a a Z )--5 0 � ~ ~ UO 2mr a 1/4 ,. z ?3� �aW ' FAAX. SHIM Q z o CL SEALANT (Sc - - O z \ w� BACKER ROD ��' �� ° ' \` w; BY OTHERS ` �� NO. 10 SCREWS Q � �� O (REF. ANCHOR REQUIREMENTS EXTERIOR I TABLE ON SHEET 1 FOR OTHER it ") c INSTALLATION REQUIREMENTS) c ``' , — w za OPTIONAL SHEAR SCREW MOUNT DETAIL . 3 HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR SEE SECTIONS FOR DETAIL NOT SHOWN DRAWING No. I REV. T ) (SIMILAR FOR ALL JAMB TYPES) 1141 SHEET NO. 2 OF 4 I BILL OF MATERIALS DRAWN BY CHECKED BY: n T.J.W. W.W.S ` 1.328 PLOT: DATE: ITEM # ITEM DESCRIPTION MANUFACTURER /NOTES 1 =2 07 / / PARTS w 1 JAMB * PONDEROSA /SUGAR PINE ° VER 2 GLAZING STOP * PONDEROSA /SUGAR PINE 3 JAMB CLADDING 6063 -T6 ALUMINUM m 4 MULLION COVER 6063 -T6 ALUMINUM (CONT.) 5 WOOD MULLION REINFORCEMENT SOUTHERN PINE 6 ALUMINUM MULLION REINFORCEMENT 6063 -T5 OR T6 ALUMINUM Q/ 1/8" WALL 7 MULLION COVER 6063 -T5 ALUMINUM (CONTINUOUS) 8 8 HURRICANE CLIP 0.05" THK. RB 65 GALV. STEEL s 9 CORNER LOCK NYLON .-7). O~ 10 NAIL FIN .0235" ALUMINUM SEALS & SEALANTS 2 Q 11 BULB GASKET PVC MISCELLANEOUS FASTENERS cn 0 ,� 12 1/4" X 1 1/8" 18 GA STAPLE WITHIN 2" OF CORNERS & 6" ( + / -) 0.C. o * WOOD USED WITH TEST UNITS WAS SELECT WESTERN PINE. ALTERNATE WOOD SPECIES TO BE APPLICABLE WITH THESE WINDOWS IS MIN. GRADE 2 MAHOGANY, R u 8 j - SOUTHERN PINE, OAK, CHERRY, MAPLE, DOUGLAS FIR & CYPRUS. v x o p < �� I _; ct _ZQN I 0 Q Z J Z M I J Z W a�� W 0_ m E if w .,, _ CLADDING % L. im' � 0 a O M O n 0 o Z m n w l o <> ® U W Q w I JAMB � z �`` Z WZ >Z D LEI J ° Q o J LLD Wow < ® ¢Z �T o n i 3 Z 3� S X 4 2 E 8 E. )RNER) w Z , \ P o 1 Q a� U = _ c� L� V12. JULY v V z �' w cc CORNER DETAIL FOR MITERED CORNERS DRAWING NO 'REV. (INTERIOR ELEVATION) 1141 SHEET NO 3 OF 4 DRAWN BY CHECKED BY (1) ALLOWABLE SIZE & DESIGN PRESSURE TABLE FOR T.J.W. WW.S PLOT: DATE: 1 =2 07/30/02 'INDOWS USING MIN 5/32" SINGLE PANE TEMPERED GLASS ) SHORT DIMENSION DESIGN LOAD CAPACITY (POSITIVE & NEGATIVE PSF) 0 0" OR LESS 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 m 36" 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 42" 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 0 48" 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 a cr 54" 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60" 50.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 66" 43.6 43.6 43.6 43.6 43.6 43.6 43.6 43.6 h w 72" -` 40.0 40.0 40.0 40.0 40.0 40.0 40.0 75.5" `� °z ) LONG 60" 66" 72" 78" 84" 90" 96" 108" 120" 1 IMENSION OR LESS O Z wc w .- o o' fV o _ a_ 0 V) _ � ZQ 1 Q cn z < W 0 - W 0 LL i o: • X ZV' 0 a O 2 O • � o o ma^ ✓ Z W • D Z Z - Z • - it D w_J a &o J li_ wc < QZ F-5U'n 0 o z 3 te a ` < Z 0 0 E ° a • a \ O M W W 'd' Qa `ti1 H w 3w c) za r a uct - 3 DRAWING NO. REV. 1141 SHEET NO. 4 OF 4 ° CITY OF ATLANTIC BEACH ) 800 SEMINOLE ROAD �, ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 08- 00000538 Date 4/23/08 Property Address 2308 FIDDLERS LN Application type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc INSTALL 1 CU & 1 AHU Owner Contractor MCCLINTOCK, ROBERT & EVA OCEAN STATE HEAT & AIR, INC. 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249 -8251 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 71.00 Plan Check Fee . . .00 Issue Date . Valuation . . . . 0 Expiration Date . 10/20/08 Fee summary Charged Paid Credited Due Permit Fee Total 71.00 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 04/22/2008 10:06 FAX 8042498949 OCEAN_STATE_A /C . ATLANTIC -BEACH 001/001 et . ,,, 1 //130 . CITY OF ATLANTIC BEACH • t' , -, MECHANICAL, PERMIT APPLICATION _ - Date: 3 0# . / Property Address: 0 .' ' dd / 4 Owner: �,� / Telephone #:gay7:igV ' ... .. Contractor. OCcari= -iit`TL e 1-t9J IC Telephone #: LAQ- 3z5 .Contractor Address: f n () nl1� ( I l 1 Fax 4:. 4'•t • Is ososide ranan of permit ems for doing tic work ntaedbed is tan aowc Xa ciao nt. wr iotetiy * tc to pedant. said +►aelt b warm= Mills eta atmohad plans and boas whir* axe it pus borzoi and is aeco chime with the City a[Adrnae Beach ordinances sad tandards of good p►set z Used twain in ' — ' Tip of Heaa Fad: If other aoastrucsian is being dane an this building 0 err site, fist the bandingpeunitact�� b ❑ Gas: LP aural „_Carnal ttfity ' • 0 o — • 0 Ot s — Sperafv MECHANICAL EQUIPMENT TO BE rfrisrAuJID NA OF WOR . O Rear Space _Recessed • � Flom• te'" l dr its/ • O Air Conditioning: _P om catral - o but System' Material _ Thickness - - ❑ Coial Maximum capacity ettu 0 New Blinding o Refrigeration O Cooling Tower Capacity Wm eirixisimi Bullring o Fire Spzinlders: limo* to Ends ❑ Elevator: Maalift Es=laror (Number) scemerit of F'stine SYstrm O Gasoline Pumps (Number) O Tank • - (Number) 0 tries/ tt,atatiarion - ❑ LPG Containers _( on:iber) (No system previtsaily installed) • 0 Lktll'tted Pressure V easel .. p bmsiaa or Add m'Existing Systzm O Boilers 0 Gas Piping • • ........... • u txJur - Specify -- 0 Outer — Specify . LIST ALL EQV PMlfEIVT Ali COMITIONING,RIMAIGKRATION s Qtnn rz & CC011332 5cm'S - Approving Humber Units Daaiplioa Mond 0 irlitactieturer Tan's Agency - . '... I .0... . - - 6440, - 3iait4 '1.044 • - .2 - 41- ' • Bi64 1 G - i tu*lM,al.Czs. LOn.Ba s, na.trL gCBS & Alt HaNDLt'S Applying Number Unit Detaiptioa Modal i Manoeb+ea rer BTU's A.$ccc' .. lama- taaniaLGpochy . TYPellasiiii Seal . Spperlief Hew M ( a rt r a e Dinswions r ao miasd M w cc tr ' Na. .4ranev . S00 Seminole Road • Atlantic $each, FLorida 922.33- 5 5445 Ph nn,- (fln4', 1.4.7 - ;tan0 . Vier: (9041 247 -3$45 • hits - J(www r: minntic- beach.ft.ut . FLOODPLAXH DEVELOPMENT INFORMATION Type of Developments f , ( - Flood Zone: X Required Lowest Floor Elevations -7 5 If building is located within a flood hazard zone, a survey must be wade AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation eatablished for that zone. No final inspection will be wade and no certificate of occupancy will be issued until the survey is on file with the Building Department. . COMMENTS: Applicant Acknowledgements I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided es required. I agree to comply with all applicable proviaions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. AilL O Z C 21 47 A licants Signature 4 4 1 09f • Date L � PP ' A r Department Use Ir Required Lowest Floor Elevation Ci` Am Built Lowest Floor Elevation _____,L-- ma c____ Survey Filed with Building Department / Building Departme t Represen ative page 3 CITY OF ri'acric $'eas! G;ud • BOO SEMINOLE RD , ROAD PROPERTY DESCRIPTION ATLANTIC BEACH, FLORIDA 32233 -S44S // TELEPHONE (904) 24 41100 FAX (904) 24 Lot # 4 2 , Block # 7. , 3 . Subdivision: O � Section # - ----r p I Lt VA►�r Street Name or Address: '-' ► ► I-4S 4 a lv6 DESCRIPTION OF p0 If in a FLOOD HAZARD Flood Zone:_L.area complete page 3. Brief Descri tion Na.c/ .au_k P ls.tnn t Lam( c \ UC — ).P C Class of Work: (New/ Re model /Addition: ZON ING INFORMATION Type of Construction: 14h?& -- Zoning Proposed District: Use:_n1ruL4Lr_ F- RCS_ Estimated Value $ ac:x 000 Exceptions or Variances Granted: Materials: Solid or Filled Ground: t 'Roof :Zs __ I_ w�lS ,= OWNER INFORMATION Method of Heating: - p 5µ p Property Owner: +►.•,� - _ V► CC _LIM Uc. Mailing t Fhone. Z Q�((� Address ab um■ , Court 2 DR t; Zip: CONTRACTOR INFORMATION Contracto • w �T� ��� ►�� ►��� Mailing ;;��phone: l(p -3�3 3 Address: "V 01 R 3 1 rj PoNZE VE r2.4. t-= (--. Zip: 32.c License Number: !Q Expiratign N t C4-0.- oca1 F Date: Au ' _21I 191 8 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS pn 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 4 OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TG VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES. REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING CF 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. Owner Signature ��`,�'GL "f/ '��� Date O ti Contractor Signature [414et- A - 4 ate ___;//7/5-) r r r PSR•3844 . l'i • s 1591.9 I. D EPARTMENT O BU ILDING ' ' CITY OF ATLANTIC BEACH . j PE*MIT INFORMATION _- �.:,..',w. LOCATION INF+ RI,IATION -. i Permit ICI unbe : 15919 Address : 2308 TIDDLERS LANE. Permit T*I! WELL ATLANTIC BEACH. FLORIDA 32233 E Class of Work:NZW �� _ LEGAL 'DESCRIPT10N _ -..--- Constr¢ Type :WOOD FRAME BIsack: L.ot <62 T P: 0 Prop s D ; S'INGLE 'PAMiILY Section: 0 Subd Rnga 0 Dwellings : 1 St,:bdi'Vi s i on o OCEANWALTK Eat. Value: 0.00 Imrov Cost : 0.00 Total Fees: 10.00 Amount P,s ,. 10.00 4 �� t2 1990 Drete � k � work D t , FOR IRIIGATIONN �_ '� ` � -,: lip inN ,,, -.� .., , "� ' ,z ...- APPLICATION FEES eme F .. , ,,, *'l, T 10 f .00 f Addt� '; . ;; ` P`ER Ti IL 1. , i " :', ` r FLORIDA 32233 "� � a" C z x 'A Rt, , . "'c��T ? �.^ w i. `k.s` ^ q .W r +4 f� .'t� u �� + d T fs t` 'y�1is, e ii Lim Exp` . Y 4 y' n �.' t"0 11 71411 1 " ? ia'ii -", fr� t o . ,St, r.,rr:,«N , r^ n,Vm au an,.,-,, -e a , �i µ ,y i NOTES: f C f 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 HAULga AWAY BY EITHER CONTRACTOR OR OWNER l " FAILURE TO COIPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN i . THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." t 1 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR i ; F ' ' VIOLATION OF APPLICABLE PROVISIONS OF LAW. 211E19B 11 Keceilr 7 *D3t4lt ' ATLANTIC EACH BUILDING DEPARTMENT giIB 1 1" i B y: .. a.. , fir . : . .,i., FEE $10.n0 APPLICATIWN FOR WELL PERMIT . CITY OF ATLANTIC BFAI PROPERLY CINE R Nam: gi �� � ' 7 c_ - Day Pt ' 7 - e; 23 Address c ��i 4' .et, APPLICANT, IF OTHER THAN OWNER Name: /, #1.2.. / /9 S Day Phone Address: 0 L?7 7 ' SV> 4, ?' C F4 c� Zip JOB Address or Location: 2 3 e Legal Des cription: /675 Z- Is well to be used for drinking purposes? Zia, Any person, individual, corporation or other entity receiving a permit as provided in Section 22 -40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: • • • • I agree to canply with regulations stated herein: signature Date C 15476 DEPARTMENT OF BUILDING L CITY OF ATLANTIC BEACH r - PERJtIT INFORMATION ^ ^ ^--- - ^ ^ ^ -,-^ LOCATION INFORMATION ^ - --_ -^ 1 Permit Number 15476 Address: 2308 FII DLERS LANE Permit Type:1+1ECrBANICAL ATLANTIC BEACR'LORIDA - 32233 Class of Work :NEW1 ^�. ^ ^.� ^ LEGAL DESCRIPTION __ -�._ w Can t r > Type :WOOD FRAME ^ B1 ock : Lot : 62 ^ Twp :. 0 " F' proposed U e :SINGLET FAMILY Section: 0 Subd: Rngt 0 r: Dwellings : 1 Subdivi s i on : OCLANVALK i i Est. Value: 0.00 Improv Cost: 0,00 , Tota1 Fed 14 73 , 00 Amount F. k ` 73.00 Date P':.' ...997 Work D � " "; V� ■ '= `t "AL HEAT AND AIR IN NEW HOME « APPLICA'TI0N FEES �- . _0 � N81ri1 C CK ' I I r 730 Add r : '2 m RR 'TRAIL 1 '3 , 13 ' - F'I�QRIDB 32 3 '' 'h "� ' ik >r � � � . � v� t i � i � �° n � d M �u � �„ �' �' + " 7 rli � i, * s u a' ve ti l� ; 1 ', � W „, : E st „4„,,,i," � r r ^ CI ! ' A* R , w4 RMAT ION ^ ^ -- Name: AIR X ATI '0 & (:0014I t INC. Addr ... 316 PAR 4 ' AVENUE I I ORANGE PJ FL 3 4 f,, � Exp ' Li, p - .OAG�0,4�10 � „� T” �'" i �'„�`- -� P ro k NOTES: f I , t , NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION r BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST' BE I CLEARED UP AND. HAULED AWAY BY EITHER CdNTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN i THE PROPERTY OWNER PAYING TWICE FOR BUILDINGII IPROVEMENTS." I ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCAT �FF VIOLATION OF APPLICABLE PROVISIONS OF LAW. i a • }8/28/97 91 Rece 7 3 4 3711 G 881 3221 r ATLANT B EACH BU DEPARTMENT ,( �4 - , ,,`„v ,, „a ':, ,. a � + „ a .„`., ,, v ?; � , k , , > $ + ` $ *b -d ''' „ ... : BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL -IN NUMBER - IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. I. LOCATION S treet Address: O Y'.-4Ne- OF Intersecting Streets: Between BUILDING — — - - -- And Sub- division 11. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement w hereby agree to perform said work in accordance with the attached plans e nd specification which are a part hereof a nd in accordance wilts the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractor Print /lc— Contractors �� (Print) 1� t � � ► L Maste CPC Name of Property Owner ! �� � (p t L r.y, l/ Signature of Owner ��1'` _ or Authorized Agent i °Css —rr Signature of a► "In' III \ `� s T t --�l�► s Architect or Engineer wr 1 .. ea I • GENERAL INFORMATION �".,�''') A. B. Type of heating fuel: Electric IS OTHER CONSTRUCTION BEING DONE ON / t THIS BUILDING OR SITE 7 \-(F,c, ❑ Gas — ❑ t.P ❑ Neturel ❑ Central Utility ❑ Oil IF YES, GIVE NUMBER OF CONSTRUCTION PERMIT 14kOs ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO SE INSTALLED NATURE OF WORK /Provide complete list of components on back of this form) Residential or U Commercial Heat ❑ Space ❑ Recessed yy�ryy Centel 0 ,c� /°o Floor /:b New Building y i Air Conditioning: ❑ Room , + . Centre) l ❑ Existing Building Duct System: Material � `f1��S Th;ckneu C Z- U Replacement of existing system A New Installation (No system previously Installed) Maximum opacity elm. / 0 ❑ Refrigeration C] Extension or add -on to existing system ❑ Cooling tower: Capacity U Other — Specify g.p.m. ❑ Fire sprinklers: Number of heeds ❑ Elevator ❑ Menlilt ❑ Escalator (number) ❑ Gasoline pumps (number) THIS SPACE FOR OFFICE USE ONLY (Receiwd) ❑ Tanks (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel ❑ /oilers Permit Approved by Date ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer crow A) gmey (7Cona) I Z �, ' a—ri,D3 • I_ • ._.. c- ( Cam, cJ - i ( , . S ) . FOR tltsL`t1 ft nits INSTRUMENT PREPARED BY: Barbara J. Lamb WATSON & OSBORNE, P.A. Reek 86.31 P R ' 979 205 Pont. Vedra Park Drive, Ube 101 mg Pon* Vedra Beach, P1orlda 320112 CI or P 8 97 Is RECORD AND RETURN TO: Dore 971 1 63$3 44 WATSON &a Bc, a g,q, Filed d Recorded 200 Poole Vedra lark Drive, Suite 101 11 36:14 AA. M. q !bore vedta Rea* Hrloeida 31042 OUM7UY, }COURT wC. 3 6.00 tU r` , a 1 N GE , The Chapter hereby no� that improvement NW! be made to certain real o , f end in accordance Lot 62, OCEANWALX:� o ONE, according too�the plat thereof as recorded Destri of pz o P• r ry' in Plat Book 42, pages 1, lA through 1F, of the current public records of General description of d: Caatructios eta sieigte tam* r aidendat devElag Duval County, 71o*ida. Owaer(s): Robert O. McClintock slid Eva G. MCCWttock, husbend and wile Address: 2150 Beactrcomber Trull, Atlantic Beech, Florida 321.;61 p a s 1, rDRB Owner's interest in site of the 1raP'ov.mcat Fee StSimple 9 = 711& Doc* 97808888 se Foe Simple Title Holder (if other than Owner): Piled A Recorded Name: saute as maser 09/17/17 e a Address: HE $ R Y ae 7 t COQK M Contractor Hayhurst & Associates CLERK CIRCUIT COURT Address: P.O. Bas 371, Ponta Vedra lieac4, FL 3200 DUVAL COUNTY, FL REC. $ 6.00 a Surety (if an) N/A Z,. Aaao 10.00 *This document is being re- recorded to show the legal description.* Lender. Peeples First Community Bask Address: HWY 77, P.O. Boar 2951, lances tom, Floeids 11402 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served es provided bySectioa 713.13 (1) a)'7., Florida Statutes: Names Peed First Comas.sity Bank Address: 2303 HWY 77, P.O. But 2955. Panama qty, Florida 3:t402 ha addition t o b i m a owner designates the following to receive a copy of the Li nor`s Notice es provided is Section Name: its fist Comfy Bank Address: 0 may ALA North, Poste Ye** Beach, F2.3201t Expiration Date of Notice of Commencement it ,/ day ,. of 19 f aV k 112 tAjbe je' STATE OF PLO1111M. COUNTY OF ST. JOHNS The foteOag instryntem was ackeowledged bef the this 20th day of litay, 1997 0. N�sad Eve G. McCllt+ek_ beshrq�d sod wits. Ne She is -r. hawk to me or l ;s pr d �ilJ S .. 1 ..'.' ,--:- . '." BARBARA Ohre or !tank) A J. IAMB Rotary Prated Signature QAReARk . LAMS ( nal r(o.,itasyj al 4 f coMMi N e J CC 3'x3618 Sc EXp1kE5 JUNE 26, 199$ iiti HMO MN P AtLANTIC 90NDiNC co.. $NG, 0 PIOI Fire Illehows hM.In+IM AW Ulm 6yrYwt, 1M. 14e043•4111f Mem CITY OF ATLANTIC BEACH, FLORIDA 3" _ (` 1 I APPVO,,.dby I APPLICATION FOR ELECTRICAL PERMIT A L / 7 TO THE CHIEF ELECTRICAL�INSPECTOR: DATE: - ' l Q 10 1 - "' - IMPORTANT NOTICE: HEREBY AGREE TO IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE WHICH ARE A PART HEREOF,$ND ACCORDANCE WITH THE I ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH RDINANC S. L UA i ILI ne,4 tC L- ' - I S ELECTRICAL FIRM: _ M TER ELECTRICIA' SIGNATURE I E JOURNEYMAN NAME SLrvrPI C,p,iJ' ADDRESS: 4 3 0 & A_, (-c Ir"S Ln RFD BOX BLDG. SIZE ). O D S r BETWEEN: .W > RES. ( APT. ( 1 COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( 1I OLD ( ) REW. ( ) ADDITION ( 1 TRAILER 1 TEMP. ( 1 SIGNS ( ) SQ. FT. SERVICE: NEW ( 1. 1 INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE - I � AMPS a 9 COPPER ( ALUM. ( S 0 � J. J 0 0 1 SWITCH OR BREAKER a On AMPS 1 PH 3 W d7 0 VOLT C't. h RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL • RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. l 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 1 0.100 AMPS. 1 OVER 1 • APPLIANCES I BELL TRANSF. AIR H.P. RATING H.P. RATING ' CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT • 0 -1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED 15, S TOTAL FEES 5o. 142 % r THIS INSTRUMENT PREPARED BY: Barbara J. Lamb r r WATSON & OSBORNE, P.A. 208 Ponte Vedra Park Drive, Suite 101 Ponte Vedra Beach, Florida 32082 Bk : 8631 Pg s 979 Doc# 97116323 RECORD AND RETURN TO: Filed & Recorded WATSON & OSBORNE, P.A. 05/29/97 208 Ponte Vedra Park Drive, Suite 101 HEN Y W. 1l : W. t 14 C00 A. M. Ponte Vedra Beach, Florida 32082 CLERK CIRCUI COURT DUVAL COUNTY, FL REC. $ 6.00 NOTICE OF COMMENCEMENT (PP.EARB IN DUPLICATE) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property. General description of improvements: Construction of a single family residential dwelling Owner(s): Robert O. McClintock and Eva G. McClintock, husband and wife Address: 2250 Beachcomber Tail, Atlantic Beach, Florida 32233 Owner's interest in site of the improvement: Fee Simple Fee Simple Title Holder (if other than Owner): Name: same as owner Address: O Contractor: Dewhurst & Assodates U'i Address: P.O. Box 371, Ponte Vedra Beach, FL 32004 t D° Surety (if any): N/A Address: N/A Amount of bond: $0.00 Lender: Peoples First Community Bank Address: 2305 HWY 77, P.O. Box 2955, Panama City, Florida 32402 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: Peoples First Community Bank Address: 2305 HWY 77, P.O. Box 2955, Panama City, Florida 32402 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. Name: Peoples First Community Bank Address: 110 Highway ALA North, Pouts Vedra Beady FL 32082 Expiration Date of Notice of Commencement is / day of 19 • oo• - rt•. • c Lj va . cCl too -ettkI STATE OF FLORIDA COUNTY OF ST. JOHNS The foregoing instrument was acknowledged befo me this 20th day of May, 1997 by Robert O. McClintock and Eva G. McClintock, husband and wife. He /She is ,e" ally known to me or has produced as identifi • inn Notary Publi and County Afor d PSR 3844 15184 z DEPARTMENT OF BUILDIM CITY OF ATLANTIC BEACH PERMITXNFORMATION - LOCATION INFORMATION - a ` P+ rmi.t Number: 15184 Address 2308 FIDDLERS LAKE Permit: Type. :PLUMBING ATLANTIC BEACH FLORIDA 32233 class + f Work:NLN ._.. _ LEGAL DESCR.IP'I`TON - -__� t C csn tr. Type :WOOTD PRA/4E �Hlock: Lot: Twp: , 'Proposed Use: SINOLE FAI4LLY Section: 4 Subd: Rn r U I we1Iiric,'ss: 0 Sukdiv siorf :OCEANWALR i Est. Value: 0.00 Improv . Cost 0.00 Total' Fees: 82.00 Amount Pa x 82 "00 t. Date P ��� k 8 .� I :�? Nord I?es � ,��. ING IN NEWS HOME i - - - - - - - - a , ' s , . -, -- APPT,iCATI0N FEES ; �y . + - - _ 0 +4�t �"' �� e ' ' R FLORIDA 320 -' ,�a'k ;, j Plxon � �' t3. { t H'7 ?r ' 't {' a , `.,, 3�, f:pfb" �i .��^'� ' k " e.= .3 " - + � � 6 P' �.j�AtRV v�,�, q , a . I. C' ''A ' R 1 ORMAT I O I ----- Name: + LDUN` A N B CO.MPAN Addy : 2 .7..S,e 1 �_ ' ! E UE m �; �.�. ' O1~tANt1E r � �, FLOR 1 DA 32067 1, Licl .0 O?4 D t , ° . Exp: / / ` T y . 4 :71"''',';'''',4 r � if 4. I f e .4 , : � � ! �'O' lektlA a, w-",, . .+ . .., , �. v .. 4s. ="c ter s. nen,, ,,,. a, ' ,' a " # NOTES: I f NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION i { - i t BUI !.DING 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 , i. , "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAVING TWICE FOR BUILDING IMPROVEMENTSI" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATIONFOR `. VfIDLATION OF APPLICABLE PROVISIONS OF LAW. r'IB 14 iDatset 8/ 9"4 � t ' Pt. L15 ATLANTI EACH BU1 DING J\EPART ENT 6I ` ' ."L± ji i. By: ♦• r'97-('). � atia^�it, , .,,,. .�. :t � ... , .. „� �a ''44',....,'' CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 2...36? r i(J W Lome- OWNER OF PROPERTY: BL `- Ct'e- rv� C� ► i i - PLUMBING CONTRACTOR: bcA.4AC C 3" V/t3 CONTRACTOR' S ADDRESS: 410‘G32-C-0 14, `` ✓tS ROI STATE LICENSE NUMBER: CSC ©4401J1 a TELEPHONE: 6 104 - 2-64 -19 4, HOW MAW OF THE FOLLOWING FIXTURES INSTALLED I SINKS SHOWERS 5 LAVATORIES 1 WATER HEATERS 2 BATH TUBS 1 DISHWASHERS URINALS 1 DISPOSALS ,. CLOSETS 1 WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: / ! X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247 -5834. OCEANWALK PROFESSIONAL ADVISOR'S REVIEW LOT NO. 62 UNIT NO. II OWNER Bob and Eve McClintock PHONE NO. 247 -2856 ARCHITECT Frank Shumer PHONE NO. 641 -0366 CONTRACTOR Walter Sherburne PHONE NO. 967 -3455 ITEM FOR REVIEW RECOMMENDATION TOPOGRAPHIC SURVEY OK TREE SURVEY OK DRAINAGE PLAN SEE BELOW SITE PLAN SEE BELOW FLOOR PLAN OK BUILDING ELEVATIONS OK LANDSCAPE PLAN /COST SEE BELOW SWIMMING POOL NOT APPLICABLE WINDOWS /DOORS OK COLOR SELECTIONS SUBMIT COLOR SAMPLES MATERIAL SAMPLES SEE BELOW COMMENTS DRAINAGE PLAN - Grading is not indicated correctly. Slope is too steep at water's edge and along east side of house. Examine grading at corners to see if timber retaining walls can be eliminated. If retaining walls are required, maintain a minimum of 4' between tree and wall to avoid cutting excessive roots. SITE PLAN - See above comments. LANDSCAPE PLAN - Provide sod over entire site; indicate limits of sod. Define areas to be left in a natural state. If retaining walls are included, provide planting to soften visual impact (especially around 24" oak tree). COLOR/MATERIALS - Provide color samples and shingle sample for review. Clarify concrete driveway and sidewalk materials. Submit checks for professional advisor's fee and tree preservation /landscape deposit. P FESSIONAL ADVISOR DATE CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EAU WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 3 BATHROOM GROUP CONSISTING OF 0 SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) t? WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB /SHOWER (2) • URINAL WALL LIP (4) / SHOWER GROUP PER HEAD (3) 3 .2 FLOOR DRAIN (1) 2--- O SHOWER STALL DOMESTIC (2) C LAUNDRY TRAY (2) 2 LAVATORY (1) Z COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) / DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) b KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (2) URINAL STALL, WASHOUT (4) FLUSHING um SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER /BEAUTY 2 ICE MAKER (1/2) l� SHOP (2) SURGEONS SINK (3) 0 LAVATORY, SURGEONS (2) JACUZZI (2) 0 URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 3 4 / e $20.00 EACH $ 6 JOB INFORMATION 12 3 Q e ! "O' C F/? .� • • S-2:1-1997 3: 3BPM FROM 1 S 'MCOR /HCCL. I NTOCI: 904 270 2107 P. I ARCHITECT /ENGINEERS CERTIFICATION COASTAL CONSTRUCTION CODE FOR ALL MAJOR STRUCTURES TO BE LOCATED WITHIN CITY OF ATLANTIC BEACH, FLORIDA APPLICANT' S NAMEBob And Eve McClintock PHONE N647 -2846 PATE 28 May 1997 OWNER NAME: same R.E. TAX NO.: TYPE OF PROJECT: (xx)New Home ( )Residential Addition ( }Garage ( )Pool ( )New Commercial ( )Commercial Addition ( )Other - 911 STREET ADRESS: ( ) We claim the structure to be exempt as follows: ( ) Garage with no provision for occupancy - detached one and two family only ( ) Pier, Dock, etc. ( ) Other (Specify). ----- l also certify that no structure listed above may be remodeled or converted to a non- - exempt use without being upgraded to fully comply with the ordinance. Signed: - __Date: CERTIFICATION This certifies that the plans and specifications submitted and sealed by the undersigned meet all criteria set forth by the City of Atlantic Beach Coastal Construction Code. Roof covering is exempt from the 110 mph requirements of the Coastal Construction Code, but meet all the other requirements of the City of Atlantic Beach Building Code. ( x ) The structure including foundation, frame, roof decking, exterior walls and floors has been designed for wind loads of 110 mph, with all design complying with the 19 , Chapter 12, Standard Building Code. ( Windows, doors and all other exterior devices comply with the 110 mph wind load. ( The structure is located outside the area affected by wave forces, OR ( ) The structure is capable of withstanding wave forces resulting from a wave crest height of - feet above MSL including uplift forces. ( ) The structure is located in FIA Zone A and the foundation design has considered possible exposure to water and erosion, OR ( The structure is located in FIA Zone X and the foundation will not be exposed to hydrodynamic, hydrostatic loads or water scour, OR $ ( ) Foundation design has been completed with floor elevation above the specified stiliwater elevation, and to resist wave, ARCHITECTS AND PLANNERS. INC. May 23, 1997 Mr. William Ebert, Architect 2441 South Third Street, Costa Verde Plaza Jacksonville Beach, Florida 32250 Re: McClintock Residence Lot 62, Unit One, Oceanwalk Dear Bill: The following items are submitted as part of our construction drawings for the above residence. 1. It is the intent of the Owners to protect and preserve the 24" oak tree adjacent to the southeast property line. To achieve this goal the landscaping contractor will install a timber retaining wall to maintain existing natural grade adjacent to this tree. In addition, the home will be positioned on the property to give maximum root structure clearance while still maintaining setback requirements. If necessary, special wall footing designs will be considered to protect existing root systems. 2. Additional planting will be provided around retaining walls. 3. A revised Landscape Plan will be submitted indicating limits of natural area and sod area. This plan will be submitted prior to the construction framing stage. rely, APPROVED Frank D. Shumer • : Architect FDS /b r By , ��r� 4494 SOUTHSIDE BOULEVARD • SUITE 202 • JACKSONVILLE, FLORIDA 32216 • 904/641 -0366 • FAX 904/641 -1707 RECE! V APPROVED ,1111 2 2 1997 City of Atlantic Beach 2 2 Building and Zoning tiCEA 1AI oc � , ARCHITECTS AND PLANNERS, INC. FACSIMILE TRANSMISSION TRANSMISSION TO: NAME: WILLIAM EBERT ARCHITECTS FAX NUMBER: 241-7526 DATE: 7 - 17 - 97 TRANSMISSION FROM: GEORGE GOODEN REFERENCE: McCLINTOCK RESIDENCE YOU WILL RECEIVE 5 PAGE(S) OF COPY, INCLUDING COVER SHEET. IF ALL PAGES ARE NOT RECEIVED, PLEASE CALL (904)641 -0366. MR. EBERT, WE HAVE MADE A MODIFICATION TO THE McCLINTOCK RESIDENCE. THE PURPOSE IS TO LOCATE THE HOUSE FURTHER FROM A TREE AT ONE CORNER, AND TO CUT LESS INTO THE EXISTING GRADE AT THE TREE. ATTACHED ARE PARTIAL DRAWINGS SHOWING THE REVISIONS. PLEASE LET ME KNOW IF YOU HAVE ANY QUESTIONS OR COMMENTS. THANK -YOU, GEORGE GOODEN CC: MR. & MRS. ROBERT McCUNTOCK AAG& BOULEVARD • SUITE 202 • JACKSONVILLE, FLORIDA 32216 • 904/641-0366 • FAX 904/641 -1707 APPROVED APPROVED CITY OF ATLANTIC TIC BEE ACH BU ILDINQ OFFICE JUL231997 J 1 22 OCEAiiW , •,. 1 1 INC. eit..„„=„iii,,i4r. By ‘1)' 11 ._--T1' ... 11 AM ■..._ � T MASTER BEDROOM O CE I I I I 1 Mt 1 Ow ii . , I ____ ., 1 I , . MASTER I 1 CLOSET —1.-- - ,....... I I 1 ( ---\\ 0 ? X 6 OTUD .1 4 ` HD .4___ 0_33 \ 7 MASTER BATH G5 ..... \ --iw i? , cg -., _______, • ' T1,A1. 51.40We CTUEI fLVOtt PLAN } - -r1 c� 1-1n, APPROVED JU'22 OCEA IW • 1 itit £AL . � t.-.. iii .4' . . 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C �. rn i r/ D ■i IV_r;I ir 4 w FT cini R 0 V OF ATLANTIC B BUILD /NG OFFICE JUL 2 3 7997 / \ Nt, . \ +,, / ..q, . , r \\ •.,, \ l �(� r , / ,` • 3 9' • / / // / \ , _�,� .�/ *`I I I A/ft r*IPA41 r r 1 :1 / 4iiii. S - f> r 1 o t / / / , 4 ti) '' l '' 41 '.!% . / 4i g 4 * **1/194 ( l ig • 41 4 k it --„: C- -:) ---- 44#11;:z. ----- h. 0 4 , 7 s ,, .4*. \\ • :,:o. ,„•,, z ., / .,),\ .., ...._, ...... , / ..... 0 �� , ....„....., _,,,, 7..,.., \ ., ,....,_ „, .3 / 4,, .. \ \ :---- ---\ ----\ -------- --- \ --- ...• \ a \ �- . IA all • SITE PI _AN ______-141-i-vo:-.1-ft. G McCLINTOCK RESIDENCE - REVISED SNUMER ASSOCIATES 1/21/91 `� LEGAL DEPCRIpTION LOT 62, OCEANWALK UNIT ONE A6 RECORDED IN PLAT BOOK 47, PAGES. 1, IA, ID, IC, Ip, 1E, t IF OF THE CURRENT PUBLIC RECORDS OF PUVAL COUNTY, FLORIDA 11'-. • V-0" • 8V -0• 8' -8' ■ • r OPFBEt r OF BET • • 7 ` ,1 g 9 tk A - 1 • n R if io MASTER BEDROOM Q i , i li - I I I 1 1 1 L_ 4 1111 RAIN t2' AI M id HE IGF PHI All■ 1 111 2 1 v A -12 1 I MASTER I CLOSET I i i \� r 1 ■ I'-T 11 6 -6' -fd 3'- 10' • 2' - ?' 4' - ?• 1 10 0 j 2X65TUP1 I U I j I x, HB I F i it _ • a # 3 I MASTER BATI -I ` i tli _ I 1 , OFFSET 7 i / \ i in i -_____....„ _ ,/ I / ../ 41/11 .,4 MOM MITI r • 1 I I I I 1 I I I I I 11 I I I . it ,KI_III _ I _IIIIL IIII Al I .i i II 11 II I II II II II II IICIIII II 1 1 1 1 111=1111= s 7 10' -0' .= o IN i N _ 12 1 b.. ,'` \. mT j II ►. III II II II II II II II 1 1 1 2E iLI L ! i .. FINISHED SECOND FLOOR J _ t'. I ►. 1 I I i 1 1 I I i 1 1 I I T i 1 1 11 I i it I I I i ii I I • I 1111 1 . . / - L- , - 1===i 1-11-11 A sAT IF , k II = I - A A . . • , _ dm" __ . .__, it , .4 i A. f jr, — - d - ----- . • . • . _ 1 i II 4 _ •• • : . • • „ . . . ... .. P r- • , i . 4 = _ . 1 1 . 4, r - . .... ..: .H.7_ .. -.. ' k . • .1 ' a 1 1 1 1 U) 1 1 I I kw 1 f iril vd . Na _ , j mi mill t II 1 ii. • %-- 1 - • 1 4._ I ill 1 ill _.., ...1 , I _.1 !Mmi 1 4 ATE: 7-i-92 PRE-SERVICE DIVISION jACXSONVILLE ELECTRIC AUTHORITY 2'33 WEST DUVAL STREET JACKSONVILLE, FLORIDA 322012 THE FOLLOWING FINAL INSPECTIONCE) HAVE SEEN nADL: AND ARE SATISFACTORY: / 3 c ' are the blue copies of the permits. '7 DIVISION CITY OF ATLANTIC BEACH, FLORIDA • Approwdby APPLICATION FOR ELECTRICAL PERMIT s q 7 �� 4 TO THE CHIEF ELECTRICALhPECTOR: DATE: ) 3 199 7 - • IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM AID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, D IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANC S. (An � E. I,L fr)• � � " ELECTRICAL FIRM: - .t, ASTER ELECTRIC! IGNATU ,. NAME S ^ L r b L) r nt LOSS ADDRESS: 2 3 0 5 ,, d I L' r3 `/1 RFD BOX BLDG. SIZE .*Z.3 c.1 BET l �'� -rte ` /nom u ° RES. (AV; APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( , -t OLD ( ) REW. ( ) ADDITION I ) TRAILER ( ) TEMP. (Y! SIGNS ( ) SQ. FT. SERVICE: NEW (P INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE 3 3 ' is AMPS to ( COPPER ( ) ALUM. ('"-) SWITCH O REAK (C) 0 AMPS / PH 3 W , ) ovOLT ,f, ,0-4_ RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT & M. V. FIXED o.10o AMPf OVER • APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS - MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA , ' NO. _KVA NO. NEON TRANSF. NO. VA. T MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ ) ) ' TOTAL FEES 1YJ' Qe 4 4 44 ,- .q 1 .r4 e ,i ? �f � �S 1 4 1 05 11 ,. DEPARTMENT OF BU :,. CITY OF ATLANTIC BEACH - - - -- PERMIT I NFOPMATIOi - �- - - -- i - ....-°__� LOCATION INFORMATI £)N. - - Permit Number: 141.05 Address = 230s FIDDLERS LANE [ Permit Type :BUILDING - ATLANTIC BE 1CH,' FLORIDA 32233 t Class of WoIrk :N T -- LEGAL DESCRIPTION ' { Cnns t r . Type FAME -81 ock Lot : 62 T • 0 i Proposed LUse :SINGLE FAMILY Section: 0 Subd: Rng: 0, Dwe11inos.: 1 : tibdjVision:OCEANWALK Est. Value: 0.00 1 Im rov. Cost : 268 i.025.00 ' - T ata1 Few , 3 , 862 ,, 84 AmOUrit , ` , 6,62 . f ai g Q • ,p ',4 R : -,_ :, ' 4 'L.. 1 . " 34 , 'II 4 i • M k r. I' . 6 y N»*a� - e 44 4 34, ION t me�� � 0. 4 ..,.-, ' OCK , , -__ APPLICATI�JN FEES -,.. _ . PERMIT , Add> : 22 , ,, " TIM IL ti WATER IM � . T FEE �o 1 r 684.00 Phr. l H . t a; ; FLORIDA 3 , 3 SE � I - ' � , � ' 0 � 2 ' $' , ,. ",. ` 'M � " '� .. 0 '", RADON t3A8 -Ii R. S * 10 » 61. ? I - - - - -- C - ,. - A ka ° 'O iATI - - -- - -- 'I ADON CAB 5% 0.56 i I. ' - Name: 'WAL R a .HE .3 # a � ,, „, CA?I TAL.;- ;MPROVE...' . . _ Add t- -- . " C .. n. .` "* ,' `3:w _ .� ., E SEWER TAP 3 2 0 , 00 t} . 0fl L , PONTE V ° BEACH , FL 32004 CROSS CONNECTION 35.00 i. • „��C+ 31,3 A L A °. `, Exxp: / / SEC R IMPACT FEE � �. � .�„ 0.00 T t,F 2CONST . SUURCHAR 3 .05 F l o , n � ''''..x SCH'AR E/ 'A? ` ' .', s a� �r 3� NOTES: 4 I NOTICE —"ALL C ONCRETE FORMS AND FOOTIN MUST BE INSPECTED BEPORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 4 41 "FAILURE TO COMPLY WITH THE MECHANICS' 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 Ems -' , Vtpt TtON OF APPLICABLE PROVISIONS OF LAW. Ope*ator: kill£+'( w tla#� (tit NI RP( * i ti� ' X21 ', ATLANTI A : , 1r��a Pa ut . CH BUI ING E PAR ENT By: w . r 4 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address s o2 F-- D D `C- (Z.... J L 05,-- r,.) G., Date 6 - (O I Heated Square Footage ?.7 9 @ $ 7 0,00 par sa ft = $ ^ 1 ` 6 2 `.) - GarageJShed `?'a rf @ $ ; -.00 per sa ft = S 1,rS - 1� Carport / Porch . / 2_ ca S � p q = / .05 per s : S t/ 2 (-i'0 Deck r2 8 J c; @ $ 9 .0 0 per sa ft. = S _ (c ® 1 __ Patio 0 (a S 0 per sa f` = S 0 TOTAL VALUATION: s 248,D,7-s 2-4�o2-S z /6 ,0.o0 s e/6000 Total V aluat jn 1st $ /O0,C00 /6) s- ?oa s co cc Remaining Value $2.0 per thousand portion thereo TOTAL BUILDING FEE $ 96, 7 ,0 0 + 1/2 Filing Fee $ l g .? C - 0 (1) Fireplaces @ $15.00 $ / 0 0 BUILDING PERMIT FEE S_ / S — O WATER IMPACT FEE $ �o in .o 0 SEWER IMPACT FEE S / 2 ,S'4 , 00 WATER METER /TAP $ op,—.00 CAPITAL IMPROVEMENT S 3 2_,Q 0 0 SEWER TAP S � — 223 ( RADON (HRS) .0O50 S /D•b , S"(, SECTION H PAVING $ — C.) — HYDRAULIC SHARES S - -© -- CROSS CONNECTION S , S 00 '...2.3(- SURCHARGE .0050 S OTHER _ " A$ j 0,0 r 2 GRAND TOTAL DUE $ 86 ), 0 y ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric /New Electric /Temp ;SwimmingPooi Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: Department, of Community Affairs SN: 5080 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A--93 Residential Component Prescriptive Method A NORTH PROJECT NAME: McCLINTOCK RESIDENCE :BUILDER: AND ADDRESS: LOT #62 FIDDLERS LANE :PERMITTING ;CLIMATE ATLANTIC BEACH FL. :OFFICE: i ZONE : 1 i _i 2:_: 3 i .""_ OWNER: ;PERMIT NO. ;JURISDICTION NO. CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single- - Family 3. If Multifamily -No. of units 3. 0 4. If Multifamily, is this a worst case (yes /no) 4. 5. Conditioned floor area (sci .ft .) 5. 3509.00 6. Predominant eave overhang (ft.) 6. 2.00 7. Porch overhang length (ft.) 7. 0.00 _ 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. 0.0sgft 445.00sgft b. Tint, film or solar screen 8b. 0.0sgft 0.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a . R= 0.00 , 217.00 ft __""- 10 Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-- value) 10a--2 R= 19.00, 2180.O0sgft a. Adjacent: 2. Wood frame (Insulation R-- value) 10a -2 R= 19.00, 295.00sgft 11,Ceiling type area and insulation: a. Under attic (Insulation R- value) 11a ,R =30.00 , "2° °057 ,00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 13.Cooling system 13. Type: Central A/C SEER: 10.00 Heating System: 14. Type: Heat Pump HSPF: 7.00 /+ Heat i ng System: 14. Type: Heat Pump HSPF: 7.00 15.Hot water system: 15. Type: Electric EF: 0.93 16.Hot Water Credits: (HR -Heat Recovery, 16. DHP- Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-- Ceiling Fan, CV -Cross vent, 18. HF -Whole house fan, RB -Attic radiant barrier, MZ- Multizone) . 19.EPI (must not exceed 100 points) 19. 91.86 a. Total As_Built points 19a. 49407.46 b. Total Base points 19b. 53784.05 IHereby certify that the plans and ; Review of the plans and specifications specifications covered by this calcu -- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Cod Code. Before construction is completed 1� ;i . OW(' this building will be inspected for PREPARED Y: 11t� � !_ � � ` compliance in accordance with Section DATE: 311 , 553.908 F . 5 . I hereby certify that this building is in compliance with the Florida Energy Code. S OWNER /AGENT: ; BUILDING OFFICIAL:,`' CL " (L.-- DATE: 1 DATE: - ATE: L_- ! . ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. Windows 606.1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors). Exterior & 606.1 Maximum of 0.5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only. Exterior Joints 606.1 To be caulked, gasketed, weather- stripped or other- & Cracks wise sealed. PRACTICE #2 606.1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Walls 606.1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate /floor joint caulked or sealed. Exterior Walls 606.1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. Ductwork 606.1 Ductwork in unconditioned space must be sealed. Fireplaces 606.1 Equipped with outside combustion air, doors and flue dampers. Exhaust Fans 606.1 Equipped with dampers. Combustion devices see 606.1.A.2. Combustion 606.1 Be in unconditioned space (except direct vent), draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be darnpered and use intermittent ignition. ** OTHER PRESCRIPTIVE MEASURES (must be rnet or exceeded by all residences.) ** 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 612.1 Spas and heated pools must have covers (except solar & Spas heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. Shower Heads 612.1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. HVAC Duct 610.1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins - Insulation & ulated and installed in accordance with the criteria Installation of Section 610.1.ABC.2 & 610.1.ABC.3. Duct in attics must be insulated to a minimum of R--6. Air handlers shall not be installed in attics unless in mechanical closet. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1 Ceilings minimum R-19. Common Walls -- Frame R-11 or 602.1 CBS R -3 both sides. Common ceiling & floors R-11. ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ::t * ** y * *** ** * * *A:**** * * * * ** : ** * ** * * * * ** SUMMER CALCULATIONS ********************************** r.******=*:****: =::* * * * * * * * * *: * * * * * * * * * * * * * * * ** - -= BASE =__ ; - -= AS -BUILT === GLASS ORIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS N 96.00 65.8 6316.8 DBL CLR N 60.0 38.3 .89 2048.1 DBL CLR N 36.0 38.3 .88 1211.8 E 104.00 65.8 6843.2 DBL CLR E 49.0 79.7 .89 3482.9 DBL CLR E 55.0 79.7 .87 3828.3 SE 30.00 65.8 1974.0 ; DBL CLR SE 18.0 79.1 .86 1228.0 DBL CLR SE 12.0 79.1 .84 795.2 S 185.00 65.8 12173.0 DBL CLR S 117.0 66.2 .82 6334.0 DBL CLR 5 68.0 66.2 .79 3556.3 SW 30.00 65.8 1974.0 DBL CLR SW 18.0 79.1 .86 1228.0 DBL CLR SW 12.0 79.1 .84 795.2 .15 x COND. FLOOR / TOTAL GLASS - ADJ. x GLASS = ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS .15 3,509.00 445.00 1.183 29,281.00 34,633.83 ; 24,507.76 NON GLASS AREA x BSPM = POINTS ; TYPE R- -VALUE AREA x SPM = POINTS WALLS Ext 2180.0 .9 1962.0 Ext Wood Frame 19.0 2180.0 .90 1962.0 Adj 295.0 .7 206.5 Adj Wood Frame 19.0 295.0 .40 118.0 DOORS Ext 21.0 6.1 128.1 Ext Wood 21.0 6.10 128.1 Adj 20.0 2.4 48.0 Adj Insulated 20.0 1.60 32.0 CEILINGS UA 1937.0 .6 1162.2 Under Attic 30.0 2057.0 .60 1234.2 FLOORS Slb 217.0 -37.0 - 8029.0 Slab-on-Grade .0 217.0 -41.20 - 8940.4 Rsd Wood (Stem -UFI 11.0 .0 -1.90 .0 INFILTRATION 3509.0 8.0 28072.0 Practice #2 3509.0 8.00 28072.0 TOTAL SUMMER POINTS 58,183.63 ; 47,113.66 TOTAL x SYSTEM -- COOLING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS 58,183.63 .37 21,527.95 , 47,113.66 1.00 1.100 .340 1.000 17,620.51 ************* * * ** * * ** ** * * * * * * * * * * * * * * * * * ** ** ** * * ** ** * **** * *** ** * * * * ** ** ** ** *; *=KAY WINTER CALCULATIONS ******************************* * * * * * * * * * * * * * * * * * *r *: * * * **: * * ** * * * * * * * * * * * *: * * * * ** - -= BASE _ -- === AS -BUILT = == GLASS ORIEN AREA x BWPM = POINTS ; TYPE SC ORIEN AREA x WPM x WOF = POINTS N 96.00 -10.6 - 1017.6 ; DBL CLR N 60.0 7.3 1.16 507.3 DBL CLR N 36.0 7.3 1.18 309.2 E 104.00 -10.6 - 1102.4 DBL CLR E 49.0 -9.2 .70 -315.4 DBL CLR E 55.0 -9.2 .65 -330.6 SE 30.00 -10.6 -318.0 DBL CLR SE 18.0 -22.7 .86 -352.4 DBL CLR SE 12.0 -22.7 .84 -228.2 S 185.00 -10.6 -1961.0 DBL CLR S 117.0 -28.4 .91 - 3014.3 DBL CLR 5 68.0 -28.4 .89 - 1710.2 SW 30.00 -10.6 -318.0 DBL CLR SW 18.0 -22.7 .86 -352.4 DBL CLR SW 12.0 -22.7 .84 -228.2 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS : POINTS .15 3,509.00 445.00 1.183 -4,717.00 - 5,579.31 ; - 5,715.21 NON GLASS -- -- AREA x BWPM = POINTS TYPE R -VALUE AREA x WPM = POINTS WALLS Ext 2180.0 2.2 4796.0 Ext Wood Frame 19.0 2180.0 2.20 4796.0 Adj 295.0 3.6 1062.0 Adj Wood Frame 19.0 295.0 2.20 649.0 DOORS Ext 21.0 12.3 258.3 Ext Wood 21.0 12.30 258.3 Adj 20.0 11.5 230.0 Adj Insulated 20.0 8.00 160.0 CEILINGS UA 1937.0 1.2 2324.4 Under Attic 30.0 2057.0 1.20 2468.4 FLOORS Sib 217.0 8,9 1931.3 Slab-on .0 217.0 18.80 4079.6 Rsd Wood (Stem -UFI 11.0 .0 1.20 .0 THFILTRATION 3509.0 7.4 25966.6 Practice #2 3509.0 7.40 25966.6 TOTAL WINTER POINTS 30,989.29 ; 32,662.69 TOTAL x SYSTEM - HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS 30,989.29 .55 17,044.11 ; 32,662.69 1,00 1.100 .484 1.000 17,389.62 * * * * * * * * * * * * * **:t,w:; +:: +* * *: *: #::i::t: * * ** : t:J: *: +:*** ::t:x:1 * ::t::i +:i:: : *; ::t: *=t:x:i-; ;+:::r.** :**** :** * ** WATER HEATING ************************ * * *=i: * * * * * * *:+: * * * * *: * * ** ** ** ** * * * * * * ** : * * * * * ** * * * ** *raw ** —_= BASE ___ , _--= AS —BUILT - -- NUM OF x MULT = TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS ; RATIO MULT 4 3803.0 15,212.00 ; 75 .93 1.000 3599.3 1.00 14,397.33 *** * * * * * * * * * * * * * * *- * * * * * * * * * ** * * ** ************** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SUMMARY ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** --_= BASE = == === AS- -BUILT =--- COOLING HEATING HOT WATER TOTAL ; COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS ; POINTS + POINTS + POINTS = POINTS • 21527.9 17044.1 15212.0 53,784.05 ; 17620.5 17389.6 14397.3 49,407.46 * * * * * * * * * * * * * * * ** * EPI = 91.86 * * * * * * * * * * * * * * * * ** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI- 91.9 DCA Form 600A -93 or Form 600B -93 0 10 20 30 40 50 60 70 80 90 100 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Double Clear ; X INSULATION R --10 R -30 Ceiling R -Value 30.0 ; X: R-0 R -7 Wall R -Value 19.0 Xi R-0 R •-19 Floor R -Value 0.0 7C -- - - -- - --- - -- AIR CONDITIONER 10.0 SEER 17.0 SEER /EER 10.0 ;X 9.7 EER 16.0 HEATING SYSTEM 6.8 HSPF 12.0 Electric COP /HSPF 7.0 ;X O .78 AFUE 0.90 Gas AFUE 0.00 WATER HEATER O .88 0.96 Electric EF 0 .93 - -X O .54 0 .90 Gas EF 0.00 O .40 0.80 Solar EF OTHER FEATURES I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City /Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL - EPL CARD93 Department of Community Affairs SN: 5080 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A--93 Residential Component Prescriptive Method A NORTH PROJECT NAME: McCLINTOCK RESIDENCE :BUILDER: AND ADDRESS: LOT #62 FIDDLERS LANE :PERMITTING ;CLIMATE ATLANTIC BEACH FL. ;OFFICE: i ZONE : 1 j _j 2:_: 3 1 .,,_I OWNER: :PERMIT NO. ;JURISDICTION NO. CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single-- Family 3. If Multifamily - No. of units 3. 0 4. If Multifamily, is this a. worst case (yes /no) 4. 5. Conditioned floor area (sq . ft .) 5. 3509.00 6. Predominant eave overhand (ft.) 6. 2.00 7. Porch overhang length (ft.) 7. 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. 0.0sgft 445.00sgft b. Tint, film or solar screen 8b. 0.Osgft 0.00sgft 9. Floor type and insulation: a. Slab on grade (R- value, perimeter) 9a.R= 0.00 , 217.00 ft 10 -.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-- value) 10a -2 R=19.00, 2180 .00sgft a. Adjacent: 2. Wood frame (Insulation R- value) 10a -2 R= 19.00, 295.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R- wvalue) .i la .R = =30 .00 , 2057 .00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 13.Cooling system 13. Type: Central A /C��� SEER: 10.00 '.Heating System: 14. Type: Heat Pump HSPF: 7.00 14.Heating System: 14. Type: Heat Pump HSPF: 7.00 15.Hot water system: 15. Type: Electric EF: 0.93 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP- Dedicated Heat Pump) i7.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF- Ceiling Fan, CV -Cross vent, 18. HF -Whole house fan, RB -Attic radiant barrier, MZ- Multizone) 19.EPI (must not exceed 100 points) 19. 91.86 a. Total As_Bui1t points 19a. 49407.46 b. Total Base points 19b. 53784.05 I Hereby certify that the plans and ; Review of the plans and specifications specifications covered by this calcu- ; covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Cod Code. Before construction is completed ccyy A02:10 this building will be inspected for PREPARED :Y:��1 i�_� ; compliance in accordance with Section DATE: +■ • 553.908 F . S . I hereby certify that this building is in compliance with the Florida Energy Code. OWNER /AGENT: BUILDING OFFICIAL: (ti '�-- DATE: __ _ DATE: *i ZNFILTPATIUN REnUCTZON PPACTI[E COMPLIANCE CHECKLI COMPONENTS S[CTIDN REUUIREMENTS FOR EACH PRACTICE CHECK _„ , „ „ _ _ „ „„ _ „ „ „ , ..„. „__ „ _„_.,„.„ „ _ PRACTICE 111 606.1 COMPLY WITH ALL INFILTRATION PRESCRZPTIVES. Windows 606.1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors)' _______________________________________________________________________________ Ex1e)iur & 606'1 Maximum of 0'5 CFM p sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only' ----------- --------- ------------------'------- --------------------------- Ext Joints 6O6 '1 To be caulked gaaket,d weath or & wise aeal�d' - ------------------------------------------------------------------------------ P R TICE ,• 'l COMPLY WITH TICE M1 AND THE FOLLOWZ Exterior Walls 606.1 Top plate pendLratlnns InfilL/atlon barrlEr Floors installed, Sole plate/floor joint caulked or sealed. _____________________________ Exterior Walls 606.1 Penetrations, joints and cracks on interior surface & Cei]lnQ& caulked, sealed or qasheted' DuctWork 606.1 Ductwork in unconditioned op8cd must be F{epla,„,eo 606.1 E with outside combustion air, doors ond [lue dampers, ___________ Exhaust Fans 606.1 Equipped with dumpero' Combustion device see 6O6.1'6'2' ------------------------------------------------------------------------------- Combustion 606.1 Be in unconditioned space (axcept direct vent) draw Appliances air from unconditioned space, exhaust to outside, Cooking appliance: shall be dampered and use intermittent ignition, ________________ m- OTHER PRESCRIPTIVE MEASURES (must be met or ex(cmded by all rmoidenus') �* Water Heaters 612.1 Cumply with r irCm�nLa in T,able Switc h or c 1 marka'] o uiL b/ (elec�rir) ur cVtoff (�au) muo be Provided. External 01 built- in heat trap r cquired. ------------------------------------------------------------------------------ Swimming Pools 612.1 Spas and heated po010 must hav cuvurs (r.,ixcept s*la) & Spas heated). Non pools must have a pump timer' Gas spa & pool must have a minimum thermal efficiency of 7G percent, Show,.r Heads 612.1 Water flow mu-,t, be restricted to no more than 3 gal - Iono pmr m|no�� ai S0 P6I�. ________________________________________ HVAC Duct, s10.1 All duola, m.:„-(hanleal equipment and ple Con��ru�ti�n chambers shall be mechanically attached, smal'?J, inn Insulation & ulaLad and installed in accVrdan with the critdrlo Installation of Section 620'1'ABC'2 & 610'1.ABC.3. Duct in attics must be insulated Lo d minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closut. ________________________________________________________________________ HVAC Controls 607.1 Separate readily accessible manual Or automatic thermostat for ea(h insulation 604'1 Cellln minimum C*mmun Walls - F/ame R-l| *) 602 CF:7',"" } n fluor � - - --- - -- t * 4 t t**/��1-|�t 4.*19***41-*� �9 1*�***4**4. v 9! -99 ;/***v; t/4^:�t 9. ,>: +; ;.- 4a.; 1*11 �9 �*** SUMME� CALCULATIONS �*T*4,x*» === BASF === =============================================================================== GLASS---------------- | ORIEN AREA x BSPM = POINTS | TYPE 5C ORIEN AREA x 5PM x SOF = POINTS ________________________ _______________________________________________________ 96.00 65.8 3.316':8 / DBL CLR N 60'0 38'3 OBL CL� N 36 D 38,1' '88 1311.2 , E lD4.DO 6'5.8 6843. | DBL CLR 0 49.O 79.7 .89 J482.9 DBL O E 5S O 79' '87 3828.3 - ' 5E 30 .00 65.8 l974'0 | D8L CLl'I 18.O 79.1 '86 1228.O DBL CLR '3[ 12.0 79'1 .84 795.2 S 185.00 65.8 12173.0 DBL CLR S 117.0 66.2 .82 6334,D DBL CLR � 68.0 6c. .79 3556.3 5W 30.00 65.8 1974'0 DBL CLR SW 18'0 79'1 .86 1228.0 DBL CLR 5W 12.0 79.1 .84 795.2 _ ____________ .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ' GLASS AREA AREA FACTOR POINTS POINTS | P0INTS _ ___________________________________________________________________________ .1'3 3,509.00 445.00 1 18 I9,3:81'00 34,� 3B3 | 24,5O7'76 NON 6LA00-- ---- ---- AREA x BSPM = POINTS ' TYPE R-VALUE AREA x SPM = POINT5 ------------------------------------------------------------------------------- WALL�---------------- ExL 21G0.0 '9 1362'0 Ext Woud Flame 19.0 2180.0 .90 1962'0 Adj 295.0 .7 203.5 Adj Wood Frame 19'0 295.0 .40 118.0 DOOR5---------------- Ext 21.0 6.1 128.1 Ext.: Wood 21'0 6'10 128.1 Adj 20.0 2. 4 48.0 Adj Znsu]aCed 20'0 1.6O 32.O CI: IiIN8S--- - --- UA I937.0 '6 1162.2 | Under mLi( 3o.O 3057.0 .60 I224.2 FL0ORS ----------- - - -- 1.lb 217.0 -37.O -�029'0 | : oo- G rade .0 217,0 -41'20 -8940.4 Rsd Wood (Stem-UFI . 11.0 D -1.90 'O . INFILTRATIDN 35O9.D 8.0 28072.0 / P)acLlce 42 3509'0 8.00 28072'0 ====================================================================== TOTAL SUMMER POINTS 58,183.63 | 47,113'66 =============================================================================== TOTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS / CUMPON RATIO MULT MULT MULT POINTS ________ 58,183'6� ']7 2l.�27' | �7,11�'�6 1'00 1 .100 '340 1 000 17,620.51 WINTER CALCULATIONS ************************>rtt*******4 BASE -,,,,,,, .iv..'. 'BUILT ORIEN AREA x BWPM .,,,,,, POINTS TYPE SC ORIEN AREA > WPM x WOF -,,, POINTS -------- --- - N 96.00 -10.6 -1017.6 DBL CLR A 60.0 7.3 1.16 507.2 DBL CtR N 34.0 7.3 1.18 309.2 --11) .1 -1 1 c)2,1. [ t,21.1 ,.... ,, c,) -9.2 DBL. CLR r L 55.0 .65 SE 20,00 10.6 -318.0 DBE CjR SE 18.0 -22.7 .86 - - ='F.S.21, DBL CLR SE 12.0 -22.7 .84 -228.2 S 185.00 -10.6 -1961.0 DOL CLR S 117.0 -28.4 .91 -3014,3 DBL. CLR 5 68.0 -28.4 .89 -1710.2 SW 30.00 -10.6 -218.0 DBL CLR SW 18.0 -22.7 .86 -352.4 DBL. CLR SW 12.0 -22.7 .84 -228.2 .15 x COND. FLOOR / TOTAL GLASS ,-,,, ADJ, x GLASS ',-, ADJ GLASS : GLASS ' AREA AREA FACTOR POINTS POINTS POINTS i , - .15 3,50q,00 445.00 1.15 4 , 7 1 .7 , 00 5,57 , . . . .. . . ..... , . ...5 NON GE1:7;3 - - - - - - - - - - - AREA x BOOM -',',, POINT5 TYPE P -VALUE , / WPM - POINT5 Ext 2180.0 2.2 4796.0 Ext... Wood Frame 19.0 2100130 2,20 4796,0 Adj 205.0 3.6 1062.0 Adj Wood Fiame 1 .0 295.0 2.20 DOORS--- Ex1 21.0 12.3 258.3 Ext Wood 21.0 12.30 28..3 Adj 20.0 11.5 230.0 Adj Insulated 20.0 8.00 160.0 CEILINGS HA 1927,0 1.2 2324,4 Under 1111» 1. i: 30.0 2057.0 1.20 21682'1 FLOORS Sib 217.0 3.0 19131„3 Slab -on -Orade - 217 . C.:: 21.70 Rsd Wo ( 5 c; in - IJ f 1 la . 0 .0 1.20 .0 INFILTRATION - - - - - - - - - 3509.0 7.4 25964,6 Pra(31.i 42 3509.0 7,40 25966,6 -- - __ TOTAL WINTER POINTS 20,989.29 32,662.69 TOTAL x SYSTEM ,,,, HEATING TOTAL. x CAP x DUCT x SYSTEM x CREDIT .,, HEATING WIN PTS MULT POINTS COMPON RATIO MULT muLT MULT POINTS 30,989.29 .55 17,044.11 321312.6') 1,00 1.100 .484. 1.000 17,3,`E',9.62 : :-- rt: 1 :V. :r 4 .t: 1: 4 :4 t -4: :4: . l'- 1- 1- 4 • 1', 1 4' 'i 4- 4: f: ' 4: I r :4- :4= •t.t i i 4 4 :1 1.1 I i _ • :- .•', '.;.• 1-• -'; : 'i -;' ' • 1 : '1 4 '' 4 : ; 4 .' i :. :.,!: _ ,. •! - :4 1,..1 T ER HE T 1 NC 4 .4-3. 1 -- -.1:. :1 :t. ' '...:'i: 3 1 : .,, : 1.1. 1 :i .41: 3: 1: ** * :4; 1:1 4 4 4. 1- i ; - A. I . 4 , : 4 :1 4 ,, ."' •,.: :4' 4: 4 Ar- 4 4 : 4: ** 1' '• 4' 4 A: -, 4' t - i'- 4 1- I 4- 4 : :4, t: - 4:: t ', : 1 -:, "' ,,,: BC•:i'L'E ,-,,, '-'•••• ,,,,,,,, AS -- B(JIL NUM OF x MUL 1 .,::, 10 T I_ T i'''' '',"01.„ U M D E F T ('N K. x M LJL„ f x C R E D I - 1 - r 0 T , BEDRM RATIO MULT 4 3803.0 15,212.00 , 75 9:3 1.000 - .3!3 , 9 9 3 1 „ )O . 4, 4 i 1 1. 4 1: 4 -i' I :. 4 t 1 1: 3.3.: t - 4 - 4. :4 4 .4. t: 't * t: - .V3. T t * :4: - .•-.4 . 1, :t- 1 1.- 1', :*: A 1 'V 4. 4 1-: - -t * ..-4:- :-.1:: 4.: 4: -** 4: * ** 4: * * * *it :4-, * - 4:..t .4, :t: .4-1* * *1; :4.:: ;1, 1 i M ri (-1 rn 44 4 - 4- • 1 it .1 t. ti 4: *: T **1 4 *4; -- .:t:t: - 4 - :** 3; * 3: * 4:* it: 4::*: - ...V. t:**: .11: 1 : 4: 4 :4.: .1. :U It. f -- -"--'• COOL I r r , [ - i E T INC HOT 1.,)(.'i TER 1 I , COOL INC, [—EAT INC HOT WATER TO Tr_ Pt:DINTS + POINTS 1 POINTS =-- POINTS, ; POINTS + POINTS 1 POINTS = POINTS — — — " 21527.9 17044.1 15212.0 53,784.05 ; 117620.5 17389.6 14397.3 49,407 /46 *-***:* t :t ***::** 4 *. l'- F P I , s , ' , 1 ,, .:'•3‘ t * 1 :* 1:4:4:4 ***,*****.t. ENERGY C,UIDE ti i ,;3taT_ sat i.nfOiIiIat of t b - r r , t or (Dr nx ITEM +: ask . �( "'L ±'f� Cui.ld '.) for IC PT 1 I' o T" co " a'? , C _.,J h . 1 r1 u l{ .L 111 t.1 rl a IL �� 6 � �� 1 ... i: 0 h ; ? 1 j [TT RESIDENTIAL 0000 , r , h ° ; ",TIN ; ;.AFT ITEM HOME yr E_1..)E L h 10 30 R-0 R-7 1 Buz 0 r P CONDITIONER 10.0 SEER 9.7 E O 16.0 HEATING 3 1 f °1 ,...... ...... O .8 _ , ry flu >PF �� Eit,<,,t) J 1. 0fl " {1 ✓hL.. . .. , . 7.0 {._....._.__ } O .70 'tFl_JE 0.90 Gas A U:........ 0.00 WATER HEATER................ . Eiectr . • 0 Gas C 0 "1 , O 10 0.80 1 "f r_ t, - _ 1 0 that. . the eilergy r Chc.rgi Puy, l ^'' c) I 1 I.:;J t . a i , c3 . � . i I ! 1 i City /Zip Florida Energy Code for Building Construction 3'29?, Florida Department of Community Affi i•i ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST t* COMPONENTS' SECTION REQUIREMENTS FOR EACH PRACTICE � CHECK v PRACTICE #1 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. Windows 606.1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors). Exterior & 606.1 Maximum of 0.5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only. Exterior Joints 606.1 To be caulked, gasketed, weather-stripped or other- - & Cracks wise sealed. PRACTICE 42 606.1 COMPLY WITH PRACTICE 41 AND THE FOLLOWING: Exterior Walls 606.1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate /floor joint caulked or sealed. Exterior Walls 606.1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. DuctWork 606.1 Ductwork in unconditioned space must be sealed. Fireplaces 606.1 Equipped with outside combustion air, doors and flue . Exhaust Fans 606.1 Equipped with dampers. Combustion devices see 606.1.A.2. Combustion 606.1 Be in unconditioned space (except direct vent), draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. -r* OTHER PRESCRIPTIVE MEASURES (must be rnet or exceeded by all residences.) ** 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 612.1 Spas and heated pools must have covers (except solar & Spas heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. Shower Heads 612.1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. HVAC Duct 610.1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins - Insulation & ulated and installed in accordance with the criteria Installation of Section 610.1.ABC.2 & 610.1.ABC.3. Duct in attics must be insulated to a minimum of R -6. Air handlers shall not be installed in attics unless in mechanical closet. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1 Ceilings rninirnum R-19. Common Walls -- Frame R-11 or **** * * * * * ** ** *** ** **** * * * *=f,* *** ** ** ** ***** * **** :Y.:=Y:. ** ;"* yak * =f =i*** * ** * ** * *** * * * ** SUMMER CALCULATIONS **********************.******::****************;****:-:* : *: * *** * * * * * * * * *; * * * * * * * * * * * * ** = == BASE === __r- AS - BUILT = == GLASS __. ORIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS N 96.00 65.8 6316.8 DBL CLR N 60.0 38.3 .89 2048.1 DBL CLR N 36.0 38.3 .88 1211.8 E 104.00 65.8 6843.2 DBL CLR E 49.0 79.7 .89 3482.9 DBL CLR E 55.0 79.7 .87 3828.3 SE 30.00 65.8 1974.0 DBL CLR SE 18.0 79.1 .86 1228.0 DBL CLR SE 12.0 79.1 .84 795.2 5 185.00 65.8 12173.0 DBL CLR S 117.0 66.2 .82 6334.0 DBL CLR S 68.0 66.2 .79 3556.3 SW 30.00 65.8 1974.0 DBL CLR SW 18.0 79.1 .86 1228.0 DBL CLR SW 12.0 79.1 .84 795.2 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS .15 3,509.00 445.00 1.183 29,281.00 34,633.83 : 24,507.76 NON GLASS - AREA x E3SPM = POINTS TYPE R- -VALUE AREA x SPM = POINTS WALLS Ext 2180.0 .9 1962.0 Ext Wood Frarne 19.0 2180.0 .90 1962.0 Adj 295.0 .7 206.5 Adj Wood Frarne 19.0 295.0 .40 118.0 DOORS Ext 21.0 6.1 128.1 Ext Wood 21.0 6.10 128.1 Adj 20.0 2.4 48.0 Adj Insulated 20,0 1.60 32.0 CEILINGS UA 1937.0 .6 1162.2 Under Attic 30.0 2057.0 .60 1234.2 FLOORS ib 217.0 -37.0 -8029.0 Slab -on -Grade .0 217.0 -41.20 - 8940.4 Rsd Wood (Stem-UFI 11.0 .0 -1.90 .0 INFILTRATION 3509.0 8.0 28072.0 Practice #2 3509.0 8.00 28072.0 TOTAL SUMMER POINTS 58,183.63 ; 47,113.66 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ; COMPON RATIO MOLT MULT MULT POINTS 58,183.63 .37 21,527.95 ; 47,113.66 1.00 1.100 .340 1.000 17,620.51 * * * * * * * * * * * * * ** : *** ** * ** **=k*** * ** * * ** * * ** : * **}k ** * * ** * * * *;1; ***** **** *** * *** ** : WINTER CALCULATIONS ****************** * * * * * * * * *: * * * * * * * * * * * * * * * *** * ** * :r *** * *::. * * * * * * * * * * * * * *;t ** * * * ** __= BASE =_- =_.= AS - BUILT =--_ GLASS ORIEN AREA x BWPM - POINTS ; TYPE SC ORIEN AREA x WPM x WOF = POINTS N 96.00 -10.6 -- 1017.6 ; DBL CLR N 60.0 _ - - 7.3 1.16 507.3 DBL CLR N 36.0 7.3 1.18 309.2 E 104.00 -10.6 -- 1102.4 DBL CLR E 49.0 -9.2 .70 -315.4 DBL CLR E 55.0 -9.2 .65 - 330.6 SE 30.00 - 10.6 - 318.0 DBL CLR SE 18.0 - 22.7 .86 - 352.4 DBL CLR SE 12.0 - 22.7 .84 - 228.2 S 185.00 - 10.6 - 1961.0 DBL CLR S 117.0 -28.4 .91 - 3014.3 DBL CLR S 68.0 -28.4 .89 - 1710.2 SW 30.00 -10.6 -318.0 DBL CLR SW 18.0 -22.7 .86 -352.4 DBL CLR SW 12.0 -22.7 .84 -228.2 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS - ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS .15 3,509.00 445.00 1.183 - 4,717.00 - 5,579.31 ; - 5,715.21 NON GLASS i AREA x BWPM = POINTS ; TYPE R- - VALUE AREA x WPM = POINTS WALLS Ext 2180.0 2.2 4796.0 Ext Wood Frame 19.0 2180.0 2.20 4796.0 Adj 295.0 3.6 1062.0 Adj Wood Frame 19.0 295.0 2.20 649.0 DOORS Ext 21.0 12.3 258.3 Ext Wood 21.0 12.30 258.3 Adj 20.0 11.5 230.0 Adj Insulated 20.0 8.00 160.0 CEILINGS UA 1937.0 1.2 2324.4 Under Attic 30.0 2057.0 1.20 2468.4 FLOORS Slb 217.0 8.9 1931.3 Slab-on -Grade .0 217.0 18.80 4079.6 Rsd Wood (Stem-UFI 11.0 .0 1.20 .0 INFILTRATION 3509.0 7.4 25966.6 Practice #2 3509.0 7.40 25966.6 TOTAL WINTER POINTS 30,989.29 ; 32,662.69 TOTAL x SYSTEM = HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS 30,989.29 .55 17,044.11 ; 32,662.69 1.00 1.100 .404 1.000 17,389.62 * * * * * * * * * * * **** V;: #: #T * ** * :*;}:Y: :,t, -.1** *=t. ;* *; }: :}..{.}..i. y:**: ***= * * *: *** #:***** ** ** * * ** WATER HEATING * * * * * * * * * * * * * * * ** * * * *** * * * *y **: * * * ** * *= * ** * ***1:*** *** * ** *: * * * *: * * *:* : * * * * * ** * * * * ** = == BASE === === AS - BUILT === -- -- NUM OF x MULT TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT 4 3803.0 15,212.00 ; 75 .93 1.000 3599.3 1.00 14,397.33 ************************************************:* : * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SUMMARY * * *= :* * * * * * * * * *** * * ** * * * * * * *t::* ******************* * ** * * * * ** * * * * * * * ** * * * * * * * * * * * ** _ == BASE === === AS -BUILT = == COOLING HEATING HOT WATER TOTAL ; COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS ; POINTS + POINTS + POINTS = POINTS 21527.9 17044.1 15212.0 53,784.05 ; 17620.5 17389.6 14397.3 49,407.46 * * * * * * * * * * * * * * * ** * EPI = 91.86 * * * * * * * * * * * * * * * * ** ENERGY GUIDE For detailed information of the _EPI rating number or for any ITEM listed, ask your Builder for EPI= 91.9 DCA Form 600A -93 or Form 600E -93 0 10 20 30 40 50 60 70 80 90 100 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Double Clear 1 X INSULATION R--10 R -30 Ceiling R--Value 30.0 ; -- X : R -0 R-7 Wall R- Value 19.0 X: R°--0 R-19 Floor R -Value 0.0 AIR CONDITIONER 10.0 SEER 17.0 SEER /EER 10.0 ;X 9.7 EER 16.0 HEATING SYSTEM 6.8 HSPF 12.0 Electric COP /HSPF 7.0 ;;; O .78 AFUE 0,90 Gas AFUE 0.00 WATER HEATER O .88 0.96 Electric EF 0.93 ; --X O .54 0.90 Gas EF 0.00 O .40 0.80 Solar EF 1 OTHER FEATURES I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City /Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs F FL -EPL CARD93 0IGHT-3 LOAD AMP EQUIPMENT SUMMARY For: MeCLINTOCk NESIDFNLF By': AIR-MAX, INC. Job 4: Wt hr JacksonvilleAP FL WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside do: 22 Deg F 0Hido d0 94 Deg F Inside JO: 70 Deg 0 Inside dH nesign TD - 30 Deg 0 oSon Tn. Daily Range p, Hum raiarns 49 gv HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SI7I11 o Bldg. Heat Loss 36957 Btuh Stru(ture 21 Btuh Ventilation Air 100 GEM Ventilation 2090 Btuh Vent 01 Loss 4100 Btuh Dc sign Temp. Swing .0 Deg F Design Heat Load 41137 Btuh Use Mfg, Data Rate/Swing Mult_ 1.00 Total Sens Equip Load 24014 L3tuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const, Qual a 4 Fireplaces 1 Internal Gains 160 Btuh Ventilation 2332 Btuh HEATING COOLING Btuh ) 2171 21 7 I Fol Late Equip Load Bln Rtuh Volume (co.ft.) Aii Changes/Hour 0,9 0.4 Fotal Equip Load Etuh rquia,alent CFM L31 HEATING EQUIPMENT SUMMARY GOOLING EQUIPMENT SUMMARY r1 9 TRANE Make TRANE Model 70E018 Model TWR018 Fype AIR HANDLER CONDENSER Efficiency / H000 7.0 COP/EER/SEER 10.0 Heating Input 0 [(1 UL Sen31b1 c Cooling 0 Btuh Heating Output 0 Cluh Latent Cooling 0 Otuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 1049 900 Atual Coolino Fon 1019 rEm Htg OH Flow Fat, ui' 0..02% CFM/BT:Ith C] 0.049 CFM/Btuh space TI !wst at LoaJ Sens Heat Ratio 02 MANUAL .7: 7th Ed., RIGHT V1.,72 TR Printout certified h's ACPA 1 o me,' ,,11 :rquil::;mnt or Manual Form RIGHT -J CALCULATZON Pk0CEDVRE5 Job UL 4-22-g7 Procedure A - Winter ZnTilLratinh HTM C8}culaLion4 2. Winter Infiltration CFM 0,9 AC/HR x 19539 Cu.FL' x 0.0167 294 CFM 2. Winter infiltration Btuh 1.1 X 294 CFM x 38 Winter TD = 12275 Btuh | � W�n�er Znfilirat!mn HTM 1227B Btuh / 319 TaLal Wl:JuL, HTM / . ` _________________________ �roc�dur� B - 5ummer Znfiliration ',FM ha ul���un� _____________________________________________________ 1. Summer infiltration CFM 0.4 AC/HR x 19539 Cu.FL x 0.0167 13,1 CFM 2. Summer infiltration Btuh 1.1 x 131 CFM x 1,9 Summer TD = 2728 Btuh 3, Summer Infiltration HIM 2728 Btuh / 3l9 Totu" W;nHuw = 8'6 UTM Br *r --���������������������� Procedure C - hat nt InfllLratiun 6aln 0'68 x 49 g)''diff x 131 (FM = 4319 BLuh ' Procedure D - Equipment Sizin.j Loads _____________________________________________________________________ 1' Sensible Sizing Load Sensible Ventilation Load 1.1 x 100 Vent'CFM x 19 Summer TD = 2090 Btu!' blc: [o; r ( L i n� 19) + �1�2q Btuh ` Sum of Ventilation and = 2�Ol4 Btuh ' RuLlnQ and Te0paratur� Swin� Mu\�ipl�e x .0O 051 | E�ui�menL �i��nQ Load - 5anulh10 + 24014 Btuh 2. Latent Load Latent Ventilation Load 0'68 100 VenL.CFM x 49 g)'difF. Btuh Internal Loads = 230 x 2 No People + 460 Btuh Infiltration Load From Procedure L + 4349 BLuh Equipment Load - LaL = 8141 Btuh ___________________________________________________ �Conotruntion Quality a No of Fireplucea MANUAL 3' 7th Ed. R[C,||T-J: Vi, 72 TR Printout certified by ACC() Lo me 1 Manual Form 3 ]ob r, Zon* 4-22- ----- MANUAL 3: 7th EJ. - -- RIGHT J V1 7 - - TR --- PaQo 1 ---- 1' %, of u of Room � En�r� Hma� FOYER 2/ CunDinQ FL. E�po��d WJ11 : 1:39,0 Ft. 9'0 Ft. / Room Di0ension°, Ft. | '.'3-: 9.O x 12.0 FL. 4/ C�}{nQS,Ft / Condit. Option; 9.0 ' 9.0 / heat/cool --___________-__-____________________________-______ TYPE OF / 'CST' HTM | A rea | Btu Area / Btuh ' / / / EXPO�URE / |NO. ;rig |L�nQth| H1D | ClQ L�nQth| Htg / ClQ 5' �ru�� / a 12H 2 3 1 �/ 17O1' z*�� ' �4�v �1 x1�� tli* ' / ' / . / ' / / . . Expuoe,d / b O.�! 0.�| O/ |«** ! 4 ;;* D **;* *,* Wm\}3 a\d / u l 3H' 2 1' D O / 0/ /�z� / ���� 0 ���* / *��+ / / / ' / / | / �artiLiun� |d ! D O| O D| 0/ ,r�� / �/*� O �t�� ���� . ' . . ! | /� | D D| D � O' ���* / ���� O ���� c�v� . ' . . | | |f | D'�| 0 :‘, O| *J; x | *�| | 0 *z:/ ` : `x, , / / =:C;27'::::::: . / 6 Wiodo�o .a| �� . �7� 7 65 9 / 1*�« ` l4 386/ (*f� . / . / | / | / | | | � Gl��� ,�. / 0.0 *4 / 0| O/ lti� | �/ D. il DOOro Htg. G| 9C * * O/ 0| **�� | �/ 0/ ���* ' ' ' ' ' / d/ | 0.0| *i. | O / D/ � / 0| O/ **** �/ / O D/ �� / O / O/ *�** / 0 / �/ *-141-- . . ' . . . / / f / / D D/ �� ! O ' D/ **�* / �/ 0/ � *** . . . . . / / ' _-_-__--- -_--. / / 7 Wr,ndowu Nord) / 23 O 75! /t�� / ��~�| 14 ***� ' 3-:' . . ` �/ ;1 0,l�oe NE�NW | 0,0 O/ �*�� / �/ D � ��t O/ ' . / Dour� [lg raw |72.0 �| **11 | 22O| 0 ;141 D| ! ' SE&SW ! 0'0 O| *4fx | O 0 x*: O �outH ' 0,0 O| »1*4 0 0 *4-** 0 HorL / 0.0 D/ /1r� 0 D t��� O 8' 0thr doors / a / 1OD / 17 . 5|1O . 4 21| J67 218 21 367 218 1 | | � / | | | /b'llE/ 7.2 / 4.3 2O 144 80 O 0 0 _______________________________ 2 Net a 12H 2' 1.4 1392 3151 1G74 46 10� 6::: Enpoo,d b O'O 0.0 D D| 0 O! O 0 WallS and c 1311 2.1 O.8 � O ! O O' D 0 7arLlLion� O D O Oi D O| D D' O . ' . � 0.0 0'0 O/ �' D` D D| J F 0.0 O 0 O / O/ 0 �' O ' . , . . . ' __ -___ - lD Col[in a 16O l'3 1.4 3121 2722 �0 108 135 153 b 0.0 O.O O O/ O 0 D D o 160 1'9 2.1 O O| D| 0 0 0 /___________-__--- _ 11 / Flooro a 22A 30'8 0'0 189 5817| 0/ 9' 277| 0 / b 0.0 0.0 0 O / O / 0 / 0/ 0 / c 33C 5.4 2'7 0 0 / O/ 0| o' o / - / / |l?| Infiltration a | 8.6! 319| 3 22 27213| 31_3| 1347| 29"; ' / -__-___-____________-____'_ / |13 SubLoL BLuh Lu�s=8+G.'+11+12 xIx� 32l�7 «*; ; | *��1 | 26L7' *4.;-. I / / / l4 Duct Btuh Lose 16% 4O �� / ! 3',%; 3� | x*�1 |1� Total Gtuh Loso = 13+14 f*** 369r37 i ,-;*1 | �:,*� | �0091 -I :/ / _________-_____-__-___-_-______ / 1 16| Int. Gaino� People @ 300| �/ 1.-:**4: | 600 0| �rit 0/ ' | Appl. @ 1200| 4| ,4:.4.4.i | 4800 D| **** O' / 17| Subtot RSH Gain=7+8'.+12+16| **** / *^** | 19931 �*** | -*** 1055| ;l8 Duct Btuh Gain | lO� x �*� | l993 1O�| �*** 106 . . / |19| Total ��H Oain = 17+10 ! **H; | *1 | 21924| ^*1-4.- | 1**He 1161 |20| CFM Air Required | i'r::4 | 104t'' 1049| **** | e 56| --- Pr inLouL tmftifi by ACCA to meH t al] im;uir�mcnto o. Manu�L Form 7 - Job � , Z',�,. n -- MANUAL ]; 7Lh [d -- - AI; i{[-J; V1 7 :1 Pa�_ 1/ N�me 0� 1- ! CL 0�E 1 ' MA B6THR0OM 2' Ru/lDiDg Ft. Expo� �all ! ��O FL 2� .. . :1 Room Olmenolono, Pt. / � � � l2 O F! 1� � x l� J F� . � . �� . . 4/ C�ilDgs,FL ' Condit_ opt_ „i,.., ) ' O | h�,41, /oo�1 9.0 | |lo8L/e0u1 ___________________________ _____________ TYPE OF | |CST| HTM | Ar�a ' Btuh Area / 8Luh EXPD�URE / / ND. / 1'11g 'Cl� /Lengt h Htg | Clg Length Hty | ClQ '_ -___________________-_____________________- __ -____ _______________-__ 5/ � r��� m / 1�H / 2 .3 1.� �1 ���* **�t �2� ��*� / � ��* . . . . / E �poS�� h| / O.0 D'D O| f^*� ��*� D ��x� ' ,��t . ' Wallm and o|1 2.l O'e. O! |���� �*/* O ���� ' *��� . Par tiiionS j! D'� O.D| �� ���1; � �;/* � �t t t ' ;1 i . / / / D0 O O � . (*x* **�* / D ��*4- (*(z | | f O'D O'O| D| »x**� �*�^ ' 0/ */�� **** . ' ___- ________ ______-__ 6 Window:::; 4 3C ..7'6 ; 4 15| 413' ���* l� 4 1� / /*t ; . / / � 1. lass b 0.0 :4-,t O| O/ t�� 0 D/ **� . / / Duor� HLg' e 9C 4650 * 0 O/ � **� O/ 0 *4�4 d 0'O l„i (..) 0| i-t.4.* D/ 0 �*) e 0,0 ** 0 D/ 41.1;4: O/ 0 **4.* f 0.0 I t O O/ 4.*t* 0/ 0 4:4,* --- ------------------------ ---- ---- ---------------- ------------- : Windows North IS **i; 1 | 34� 15 4 *t4' | 3.15 � Cl��� NEaNW | 0 -O �| x f | O O| 11*1- | � Dooru CI�, E&W | 72� D| * �4t | O O| ; 1 1 ( | D | / O.O / . | �E�SW . D. ;, ; D 2. *t4 | D/ / SouL|. ' �.� O/ �l�* / O � * *�� ' D / . . . / Ho'z ' �.� �' ���� ' D D �*:� ' O / . . / __--_-_ _____-__- ... _________- 8 / OLhr doo |4|10D|17.S'1O.4 0| O| D D| D| O' / / b / 1lE| 7' 4 .� D/ O| O O' D � / . . . . . / --__ __ - __ - _________ - __ - ________ . . 9 Net a 12H. 2.3 1.1 ' 66 1 89 210 479 2��' Exposed b ' �.D D.O 0 0 0 O | O O . . . / Walla and � 12 2.1! 0.3 0 0 O 0| D ' 0 / �arLiLions 3 O'O| 0.0 o O � D| �| D' / ' m O.O O'O n. � O O| O| O' . . / f . O.D D.O D| 0 D D / 0/ D -_____-__ _ ________-__-_--_ | / `1D. C�il�o�o / a 16o 1.3 l 4 lD0| l�3| 1�� 19S / �45` / . ' / / .� O.O D'D O| O| D O �| 0 | |e lSC 1.9 2.1 0| 0| 0 O| 0| O| __ / Floors 11 / e|22A / 3D.� / 0.0 4/ �77/ 0 25 77D � . . . . / / / /b/ / 0'� 0'O O / O/ 0 0 � D/ . . . . . / / / / / / ' / / /�/33C/ �.4 �.7 O D 0 0 0 0 ' _____ 12 ZDfi]Lrati6n a / 3�'�| 8.� 1S| 577| 12B lS| 577| 1�8 - -- ---- -- - - ---- - --------------- ---- --'--------- --------- - -------- 1�|SubLu1_ 8t1,5h L000=6+8� +l�+l2 |;v« | 1. ;1 �*4� ���� | 248� 1-;;; . / |1 ;| Lilt ; 8t11,1, Loaa 1��| ��-| »; » :. 25'1| 72| r;xx |l�| TwLal 8Luh Lu�u = 13+ i**s | 1786| «* *t ***t | 2856 / 14; t -_- ;1- Int Galnu� P�4ple 6 .1' T.0 C' O| 16*4 0 O| � | O / Appl. � 1200 0| *4** D O| 1*** | 0 / 17 SUbLot R�H Gain=7+6 �12vl6 **�» / f(-1 ;1 �1�/ � (*4 ' 4 **4 / 1O�5 .. | | / 18 Duct Btuh Gain 10�. *��x / 7�. l�� v�44 / 103 /19/ Total RSH Gain = 17+18 / *�1* / *1 7t-,t8: **�* / **^� / 1138/ 20 CFM Air Required ** ' �* 0l ' � 0 * * ' ** 81 ' 54 �-- PI (Lei' by ACA L m�et ll r�q irm ��n M uel � �f n F r � rm J Jo� N' Zon -4-22-97 ---- MANU�L 7� 7Lh Ed. ---- RI !T J V172 T& --- Pae � 1/ Nm� of Room ' MASTER BEDrDOM / GREAT ROOM Z/ R �DD�Dg FL. Ex�uS*� Wa{l ! ��.D F�. ' 22 O F� . ' . :/ Room O�m�nS��ng, Ft. ' 2� � x I5 O FL 18 x �0 0 Ft . . . � . . . 4/ C��lng�,FL / C�n��t. DpLiun �'� | h��t/�0ol 9 � ' h��L/ooul . . . . __________________-_-____-________--_-_____________ -__-__--________-__-/ TYPE OF | :CST: HTM / Ar*a | Btuh Ar�a | Btuh EXPOSURE / / NO / Htg / Cly / LnQLh / Htg / („1.g Lmngth 7t,: / Cl, -________-_____/-/__.'_-__/____/_____-/__--__/______ ____--/_____-/______| - 5 Gross a l�H 2 3 4 l / 297' 1 ��* *��� 19G ���� *��* / . / ./ / / Exped h | 0.0 D'D/ 0' xx** 1411. O| :4** | *Lii: Walls and o 13H � 1` � 8 O| *y�� ���* � �*** ���* . . . '. / Partitions d| ' 0.0| 9 '0| O| *::: ::*L D| ��t | 1.*:: m' � O O| O D' D! �'�` **** O' ��*� 41A1.4., ' . . . / f: ! 0'-| O O -' *;���� 1*+1 O| :1.* :/ -_-_-_______-____-__--_-___-__- 6 Windows a 30, 2: � �* ��| l �7� ���� 7� l�O4' �^�* _ / & GlmsT, b � D �� D| D �*m/ O �/ ��«� � / Du*/S Htg. c 90 46,0 ** D| D *��* O O| *: : : d 0'0 *» ' D / ' O 4**1 0 0/ 1*l, e D �| �� O/ D 4*�* � D �*�^ . . ' � � �/ � � O' 0 *�*� � D/ 4(1-444i . . . . . / _____ ______ _____ -_'___--_ 7 Window North 23'0 36 -H*�* | 827 72 ***4 1656 & Class | NE&NW 0'0 O 1:r: | D O L::** O Duora CH' ! E�� 3 1'1i ' : O f��� 0 , | �E&SW ' 0, O ���� ' 0 D ;*: x O / | / / 5ou1 1, / 0.0 O *t** / O � �xx D Hor | 0.0 0 I 1 * ( ' 0 / D ' : (; O _ 8/ Othr duorS !u!10D D| C( O D D| � / / 7 / 11E / 7.2 4,3 V / D/ 0 D / O/ O ------------------------------ -------------------- -------------------- 9 Net a 127 2.3 1.4 258 588 350 126 287 171 Exposed b 0.0 0.0 O D 0 0 0 0 Walls and o 187 2.1 0.6 O 0 0 0 0 0 . PartltiVns d 0.0 0.0 0 0 O D 0 / � D D 0 � � O 0 D D O / ' . / / f D.D D,O O D p � D/ � ' / --_-_--____ --__ . lO| Co||inA� u|l�@| 1'� 1 4| -co: �7�| 426 - ..i -- .,0; ;'..,1 5l1 ' b' | O D O 0| D' 0| D O| O O . / ' ' . �|l l 7 � l| 3| D/ D �' O � . ' . ^ ` ` --_ _-_-_-__________-_-_____--_ / / 1l Fluu/u a 2�� 3D.B DO| 33 1016| 0 22 677| 0 b 0.0 0 O O �! 0 D O/ O � . ' / c 3"2,C 5.4 2 7 0 0/ 0 0 �/ O . . / / ___-_--__-_____-___-____-__-_ ---'--_--__-____-___ __-_____-_______-___' 12| Infiltration a / 33.5| �,6 39' 1501| 384 72| 2771| 616| ` - -- ______--_______ ___-_____--_---__-__/ / ' |13|5:ubLot Btuh Loa�=6+8''+11+12 In; 4555| :*z* �1:*r 6170| ::*' | |l4| Duct Btuh Los', 13'1 � **:* 15'1 9�6| x: , : | 115| �.'al Btuh Lo�o = 13+14 t: 4: 5 1 **14* 7096| /1d: | _-_- _--_--__-_- __-----_____-___-__. / !l6 ZnL' :: People 8 300 2| -(* | 4.1.00 D/ �414* | O: Appl. � 1�00' 0| **x* | 0 O| 4(444* | D' 17 6ubLut RSH Qaln=7+8..+12+16 4t-ti- | **** / 27�� V444-' | 44**(14 | 2953| 18 Duct Btuh Gain 105; 14'444 ' 276 105 **1":4 / 295/ 19 Total R Gain = 17+18 4 4 | 44** | 3032 u*--v* / *t / 3249/ 20 CFM nit Required x4,** | 149| 145 **** | 201| 155| --- Printout certified by ACCA to meet all requiTmmenta of Manual Form 3 Job # :: Z�ns: 1 - 22 - 97 ---- MANUAL J' 71.11 Ed . ---- RI6HT-J Y l...2 ---- T1: P��e 4 ---- 1' N�ma of Room ' C�EAKFA�T R0OM / KITC|l[� ' ' 2! RunntnJ FL. Ex:t0�ed Wail ! ::2.0 FL. ! '0 D FL. ]! ��;,m D1 m�noiun� ` FL. | 13,3 . 1]'C r �O � u 15'1 F! <| Ceiln | Condit. Optiun| 9'0 | heaL/ouul 9.0 | k„ /-- __-- TY1 �F / 'C�T| ||TM | Ar | DLuh Area | Btuh EXPOSURE / |NO.`HL� / C}� |L�nO1h KL, Cl@ Length Ht.,:, | Ci.(_:: _____-_ .... _______________-_--___________________ 5 Groua a 12H 2.3 1 4' 2@8 /*�� ���� 0 1*�� �1*i ' . . ExpV��d b 0.0 0.0| 0/ *t4..* |� O ***4 | A;A* Walls and c 13H 2.1 0.8 O ! *A;* A 1 0 �+�* A t *, 1: Partit}o8� (.1 o O D D 0 ���� ��p� 0 ���, / ����� . � o 0.0 D D � ���� »*�* D ��*� ��11 . ' r O'D 0.0 � x� x{*: D t3,:* xtt.* --_-______-_______- -_______ -_-_-- 6 Wlndvwa a :2C|27.6 !» 78 21«9 �r.;!* �| D| 1 4 t A: & Glaoo t:.: ! O'O 1:1 0 0 / : xx / O| 0| iTh Duo/a |{t c 9[ 46.0 .1.t* O O 1. tx* D 0| ,:tt d 0'0 1 4 0 O 1 0 0 A i* : 4 :2 0.0 *4 0 0 A A A A D D **tt f O. O 1'* 0 0 1*44t n 0 1** ____ ____--__-_______-_ ____-___ _--_-___-- _- 7 Windows North 23.0 78 �**� 1794 O v4'** 0 & Glao� NE&NW O'O O * fA* D J **** O Douro Cl:1' Ea: 1 7 2.O D ! D O *«41 0 5E&SW 0'O O :ti; O J. *:I: O �outh O'D O| w:| | D D/ � A4 ! O | | | O 0 U| :::* | D' :4| *:', | � ______-_ ______ ____________ ___ -_ __ _--_ - �/ 0Lhr Jooru /u|���/L7 �|IO � 0| �/ � D/ �| O' . . ' , . . ' ' /b 7 2' 4 � J| O' Ci D ' �' O ' . . . . . . . . -______ ___ _______-___-_'_-__- - ---____-___--_______ ___- - --_ _- -_ - 9 ' Nei a 1 2H 2.3 1'1 21O 2 S3 O D 0 Exposed b D.O O'D D 0 (,,) D 0 0 Walls and o 13H 2.1 C'8 0 0 0 0 0 0 PaTtitionS d 0'0 O.D 0 0 0 O O O| e � O O O O D 0 D 0 O . . . 5 . 0.0 0.0. 0' D 0 O O 0; ._--- . . 10 C lllngo u'16C 1 8/ 1 � / 1 �9| �l ' 3DO 276' 4Z6 . . / _/ | 24O / | | . b O'0 O.D D / D O D D D �'l�C l 9| : 1| D| , ' 1 ,: ,1 , O D| O| O / L. --- ----- ----- --- - ------------ -------------------- -----------------'-- 11| [Hoof's / a / 22A / 30.8 / 0,0 32' 9�5| 0 0 0| 0 / / / D 0 G O O 0 O 0 O/ 0 / / / / .. ' / / / / /c/� �C / � 4 Z 7 D' 0 O D D O / / / / . / . / / . ___„._ _ . -���������������� 12 Infiltration a / 38.5 / 8.6 7G 3002 607 O / O/ 0 _______________________________ 13'Subt�L Btuh Lo�s=6+8 +11+12/ *r:: | 6826 11-11 xt*1 | :2.76 *4tA / .. / /1�` Duct 8tuh Lott„.. | 1'11'1.; 1031 *1/1 15t| S6 4 / / |15| T ' . / uL�l �tuh Lo�� = 13+14 / » � *� / 78�O � » �� � *�/ 4 . 33 ���* . . _ ' -- / 16 InL. ,..iii...-2,. Riupl� @ ]�0 ': :::: | O O| ���* | O| Appl' e 12�c, O ; , t | D Z| 4 / 2 4D0| 17 SubLoL P3H Gain=7+6 |12+16 �/x� *t*: / �9�� : �** ` t�:| / 2� 26/ .' | | | | 18 Duc� Btuh Gain ` 1C� ���� . 299 lO� 111.1 / 2�3 ` 19 Total R6H Gain = 17+1:Ei / *t*;, ' | *t+� / �28� | x * ** / | ��A� ' 3108/ | 20 CFM Air Required ' *itr . 222. lS * 7 ��* / 12 11'1' | / --- Printout certified by ACCA to meet all requiremonL'i of Manual Form J -- Job U: Z�ne: � :,2-97 ---- MANUAL 3: 7th Ed. ---- RIGHT-J: V1.72 --- TR --- Pa�e � --- 1' N,aN� or Room / ||ALL & STAZRWELL ' BATH AZ 2/ RunninO F� � . �poccd W,11. | 14 F �,0 FL, 3/ Rmum Dlm�no��n� F� / 8 D x 1 Ft � O x 9 � Ft / ` ' / ' ' . . 1| C�llngo,Ft / Condit. Option; 9 0 | h*mL/(u^l 9,0 | heal_ / TYPE OF | ;CST: HT | Ar�� �Luh Ar�a / 8tuh / EXPO�URE / :NO .:Ht / Cl� / Lnn�L|'| HLj | 1..1:j LLn)th' HL;;,;, ' Cl� |,.____.____/____________________ `/______| . / | � Grue� a 12H 2 3 2 4 l 26 / ��*n �**4 4C * ��� *��t / . / ^/ / / | Exposed b / �.O| D D| D| ���� :��� / O| *��� ��** . . Walls and c I3H 2 1 O �/ O/ ���� *+� / O' ��*� ���� / . / . / / / / Partitions d / 0 0 � O| 0| r�*# ���� / O/ **�� / �*�� . . . / o / � � 0 O ' D/ ���� x�** O' *��� �v�� / ' . . . f ! O'O 0.0 O| *:;; frl* | D/ *4'** | *�** _ _-- e 1 Jindowa |a 3[|27.6| r; D| O| ;;;: O| :: ** & Glass |b | O'D| 1 ,! D| , *;x J| O| *,; ; Doors HtQ. 'c 9C *: ' 0| �/ ",| „7:: � � ' ;;;t |d / c; ; } ! O! 0/ r;/:4 D ' 0' ;4x; . ` ■� / D.:7J *: 0' O/ **A(* D/ O| �x�x if | D'D '31 ! O / O' 1* �| 0| t*li ________________ _____ ___________________ __________ 7| Windows North 2 a.. 1 : O � ��** ' 0 D/ �*** ' 0 . / 1 & �l��o NE�NW D D 0 � **f | 0 D/ �:*� ' O . / Doors Clg' E&W 72.0 0 ***t ' O 0/ it:, / O �E�SW 0 O 0 *��� | O O *�;� / O ' �vuLh �'D O 11!.,-/ | 0 0 *4*1 O � | Ho,...". . O.O O| ;)*t | 0 0 x: ; r | O -- -- _--_-_-' -___-_ _- -_-____-_ ___ 8/ D ��r d�or� / � / 20D / 17 5!lD 4 D' O| 0 �/ D ' O ' . . . . . ' . / / / � / 11E / 2 7 / 4 3 O ' O/ D �O' l4� So . . . ./ ' . . / / _________________ 9 Nit c7.1.121-1 2 '0: 1.4 12(1: 787 171 7 �7 34 Exposed 3 0.0 0,0 O C, 0 0 O O Walls and o 13H 2.1 0'8 O O 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 � 0.0 0.0 0 0 0 0 0 0 f O'O O 0 O| 0 O O| O| _-___-___- -____-__-_-_________ ' / / ' . 10 Ccllin�o ' a 166 1.1| 1'4 1..:01 161 1�2 Y� 5e| �4| |b D �| '..'),C. O| D' O "' D ' O / . / . . / /� l8C 1 9' � l �' J ' �/ �/ J - . ' / / / / ________�-- ---_-__-_--____' __- ---_�_ ' -_- -_ _. . . 11' F!uoro J 22:' 30'8 D.D 12: 4 :l| O 154| D| / b 0.0 0.0 O O' O D' O! O| ! c 33C 5'1 ' I O 0 D O| 0| 11:' lilt' a /3� 5 � � O ' O/ 0 �O 77� 171 / / ' / ' . / . . 10 Subtut Btuh Loss=6+8'.+11+12 **4i. | �79| � �14 1181| *�* 11 Duct BLuh Loss 150| 13,1'| 14-44, 1S% 177| *t* 17 Total Etuh Loss 13+14 ;*;* | 1O11| ;xv; 1,1 r« 13S9| z1- : : ... -....... _-__-___-___-__-_-- 1� 1n1. ' O�in� P opl, � ]DO D| *; ; : | D O| 1(;.*4-4 | O| App}. � 12O0 O| *I; O 0| »1:* | O: 17 :1ubtot PSI; G,rin=7I8 �12+16 �*�� / *x*� '05: �t4� / 4,1('-t* | 355 .. | | / | 18 Du�L Btuh G&in 1O%/ t4-41 7::' 1,0 *i1* , 35 ` I..1' Total RSH Gain = 17+18 *�*x | *f | 338 x*** | *tti; | 390| 20 CFM r)ir Required **�* | �9| 19 ;tit* | 39| 19| - Printout cortificd by ACCA to m��t all r�quiremc.nia of Manual Form J -- 34,, #: Zon�� 422-2;7 ----- M ( . )NUAL J: 7th Ed. ---- RICHT- V1'72 ---- TR --- Pa�� 6 ---- 1; 1 of Roo ' LAUNDRY WORK SHOP 2/ Punning Ft. Expos, Wall | 10'0 FL, lO.O Ft. ?| R446413 Dimmnoluno, FL / 3'� x 14'O FL 10.0 x 8.D ri. 4/ C�ilnge,FL ! Cond�1. OpI n| ?'3 | |e�L/�u0l 9'0 | h�at.'���l TYPE OF | :1sT; |{TM | Area | GLuh Arma ' 8�uh E�PO / NO. / ||tg / Cl� |L-nQLK| HL) / Cl� iu,. H�� | ( l, ---- ----- - ----- ----- - - '- -----'----- ------- - ---- - -- - --- 9 �rou� a|l2H| 2.3 l. ,| 141.| 4 ; ;* � ��* 9O' �Tx; / *v/4 / / E,pua�� b/ ' D.D �'O �| |*�� ��/� �/ ���� 4444:1 . . Walls and C 2.1 D 8 �/ f**� �*�� D/ ���4 ' ;143,4 . . . . . Partition? d O'D 0,0 D/ 34/4 *443,* D 413-4 1144 3 0.0 0.0 0' 4144 *4-4'44 0 *141 14433* F/ O'D O.O D| 1*4.4 t*** D 1-4;4: 1*14 ____-_--__-___ , | 1, :3:. |a 3 7 , x* . l�| 413| ',**� / D| r,..' ��4 � Cla.: b / O .D : � | 0/ O| x ! �/ 0/ *x�v ' ' / Doo ra Htg' o - C!48 0 �� | O! D/ `*v� ! 0 ' 0/ *�:� . . . / :j / 0.0 �* D r| :��� �/ O/ ��** . ' ' . / a / O'D ** O| O| ��*� D' O/ :TI-1 . . . f | 0.0 t* | D| O| 4**-4 0' O| ���x . __________-_-_____-__________ -_ _---________--___ -_________--__-____. / 7 Windows NurL. h 2� O 13 � x�� / � 4� O/ x �** / D ' . . / / / & Gla NE&NW 0.0 0 i*** 0 O| **** | O/ Doors C}g. E&W 72.0 O **v* O 0/ *t*t / 01 c : E� - W D.O C) *r* D O| , *� - | O' . �uuth D.0 O *4*i D 0| **�* | O| Ho/� O.0 O * !* . Q •| :t** | O! . - --- - --_ ---______--_ __-__-_-______ _ / �' 01_ |'r �u�/� / .4'l0D / 17.�'l ' '4| O / ]/ D. D| / O| 1 ' / � / 1lE / 7 2 � �! �' " ' �/ O ` �/ O / / / / / . / ^ . ' ' . / / / - _- _-' - / ___--_-_ --_ -- ' ' / 9 Net ,J l21 2''! 1.�| 12' 29�| 17' | - 0| ,:D'| 122| Expu�ej b O.O O.�| O D| �| �| � O/ . . W4{}S and o 1'311 2.1| 0.0| O O| O' O| D C' �urC�t� � O.O D 'D O D' 0 O/ � �/ . . . . w D'D 0 . 0 0 O 0 O 0 O/ r / O.O 0'0 O J| D 0| � �' ___--___________ � / 10 Ceiling's, � 1:1.. 1.3 l.4 112| 110 1' ' 80; 100| 11; / b ! O D' O O O| O D ' O / O ' : 18[| l29| _.l O O ': O| D -_-_-___-_______- 11| Flwuo |a|22A|20'8| D'D 1&| « O. 1O| :08 D | / ' 1 3' 3 ,0: �.0 ' O| D| O D D C. | |c|33C| 5.1| 2'7 O| O 0 0| D D ___________________________ l2 IDfll�[Gtiun , /�� �| � 6 1�' 577' 129 O / O/ 0 . . . ' . . / / ____' 13 Subtot Btuh Looa=6+8'.+11+11' iv:4 19l8 ;- ;*; /v-v:* | 6l ** * * - 14 Du�L Btuh Lose 15% 282 1*i-* 15 92 * 4,** 15 Total Btuh LorLo = 13+14 ; * ** 2205 ttH4 **x* | 70' +;',; l' IxL G ain�� Pe �ple @ �O0 D ' �**1 / D O' ���' O | ~ / | � | | . ' Appl' 0 1�OO L.; ;l*; 2 0 �v:» O/ '17: SubLoL RSH Qaln-7/8 '' |l�|lb � � �� ' ',�z / 320 � 7 ;;� ' ;:;4 / 21',6; �/ /18/ . | ' | ! | DuoL BLuh G�in . 10� / ;*;x 321. 10% 4*33 24. / 1| TuL,l ��H Gain = 17.L8 ' ���*; ' �r*� ' ��2� x;*: / :x1* / 259' .' ` i 63 l6 | | ' | /2O' CFM �ir R�quirmd / 14'1.4 16T': / �:�� 2O 12. PriniouL �ertifi(d by AC(A 16 wee; a11 r�qui.�m. nL� of Manual Film 3 3ob U: Z�n*, I -2: '97 ----- MANUAL 3: 71,h Ed ---- RIGHT- V1. 72 - ----- - TR --- Page 7 ---- ' l' N, 0f ��m0 | DINZNO ROOM � ! ' �; Running FL, Exposed Well | 14'D FL. | Ft . 7 Room Dim�nsloDs, FL. / 14.O x 1. .0; FL. x f' / �/ C� | CvnJlL. Dpt�un| 7O | ���L/�uo1 ' ' / . / / TYPE DF / .C�T, ||TM ' Ar�@ / �tuh ! A.�a / ��uh . / / � . EX�O�U�[ / 'ND'.Ht� |Clg :Length: MI_ | Cl� 'Len,Lh' / Ht8 ' Cl, _ ________� . | __ - _ -- __ _`--_ . ' / . 5 Grose /u/1ZH/ 2.3 1.4 l�0| ■r*� 4v41 | / ���� ;��* . Exposed /b/ / 0'0 0.0 D| 444* *4441, | / *��� ��4 r Walls and / � / 1�H' 2.1 O.� �' ���� �** **�# *"4 � � . Partitions ■d' / O'� �.0 0 � �** ���� ' ���� ***# � II e/ / O.� D.D 0 **�� * *�* / ' *�*� 144* � � . / / f| | O'D O.O D *c+f �*�� / *��� 4� x * � � W;.nduwo e' 3C'�7.�` *� | �O| �2�| ���� ' / t��� � � & Glass b / / O'O| *� | O' �| xx�� ` w*s � . ;I. Lo; a ||L.J' o. 9C'16 .O It / �| D/ � ��� ' ' :�;� . � ' O'J �: �/ O/ �x�� ' ��*x . e ' 0.D �* | D/ O/ �x�t / ' ;�*x . . . f ■ C.D! r , 0! O| t;11 ' / ��l; ' / - -- - ---- - ----------- ---- --- --' -------- - - ------'------------- 7 Ui11d01444; ' No/t|` 23'C.: HT z ��D /# 1* :ft( O]��o NE&NW D.� O ;*x1 C. *4 *4" Doors Clg. E&W 72.0 0 **r* D x**4 5E&5W 0'0 o *t; ; O «s,r:*m 5ouLh 0,0 O. t** O 1*x4 Horn: 0'0 0,1 ;/■/ ' O �*�� . O . Othr joora / a / 1�D / 17'5|lD.�. O| D! . . ' / �'l1[ / 7.�` 4.3 O ' D / . . . . . . _ ______ - ___-- - . � Wt a 1211 3.3 1.4 �& 21,9 130 Exposed b 0.0 0.0 D O O | | | tialls and o 1311 2.1 D 0 0 0 Partitions d 0.0 0'0 O � D | | | • 0.0 0.0 O D. O f 0'0 0.0 0 O| 0 ________-___--___--___________ ___-________________ __________ / 1O C�ilin�S a l 1 1'� 2�6 33 4 / �7� . . ` b 0.0 0,0 D 0| O / / / � 1�C l'9 2.1 O 3 0 | | . _ - _ ■ ; ll| Flu,rs |a|�2A|3D 2| O �| l �' ' -- �� - ' '----- ' ' � �. �~. ~ | | |b' | D.O| O'O D| D/ O| . / / . . . . 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Infiltration a / 38.� / �.6. �O' ]1��' 2�7' / . . . . _ / .___- __ - _____ - _____'__ - |13 SubtoL 8Luh Luss=6+0..+11+12 ilt/ | 2964 *444 *4-*x «4 4 14 Duet BLuh Loa 15'1.| 445 4 4'14 � 1 4:1* 15 Total Btuh Loss = 13+14 ■�* | ��09 , ctit ■v** **�* _ _______ - __ __________ / 1� InL' �ains� People � ��D| �| ;Is' | 0/ s',ss-', ! | | �Ppl. ;s■I: 12001 D' ����� ' D| *��� / . l7 6ubLu� R�H Galn=7+8..112;16| ■';'; | ***^ | l ' �3� 14*4 ;**� . 18/ . / Du� a L BLuh ��n | lD�| �x*� | 145| % r■:r | 1 |l9| TuLal RSU tali, = 1; +18 | 'I«* | rttl / 16O� ���� * ��� / / . / / /2D. / CFM Air R:-Hui)-(,...d / x �uiJ | *�� | �7| 7� �** ' ' - - P/inteut �rtifled by ACCA to ;lid, all r�quiremen of Manual Form J - 11' J E Ci 1'1 T 'N/1.72 Tfl 1 01.11'..1r)01.1 DATA Job : - `7:• 7 D 11 C L '2 0 0 0 0 14 C 14 1'1 K I ;""-) L T C.', LI H D R L. 1.1 F 1 C 1 G (t's Co T ET:".. 0 T 1.0 23.0 D N.)11 1 2.0 1.0 1.0 72 () 9.0 . 2.0 1.0 1.0 38.0 C.;:; 0.0 GREAT 0000 n c n n ( r) 0 :2 0 1 7) 0 il „ () 90 1 „ 0 .2 1. . () 1‹.1. T roi oi L 10 a n s c n n 'y 2 00 1.0 2.0 1.0 1.0 ,4(.)1T;‹ SHOP 011\11. NO RO f.1.)1'1 a c n r 2 30 1,0 2.0 1.0 1.0 23.0 30.0 0.0 .. RECEIVED PAGE 1 "'Date: 04/08/97 MANNING BUILDING SUPPLY LOG #: G0050 JUN 4 1997 TRUSS DIVISION JOB #: 0 JACKSONVILLE City of Atlantic Beach Salesman: Siadin ARgIbMJng Pitch: 7.5/12 ,Customer: SAMPLE CUSTOMER Job Name: SHERBURNE Address: Address: LOT 62 OCEANWALK McCLINTOCK RESID Designer: RT I Left Right Extended Qty Span O.H. O.H. Description Price A 1 27'3 "4 1' 1' T1 -H1 7' SB O.00 1 27'3 "4 1' 1' T1 -H2 9' SB 0.0C m 1 27'3 "4 1' 0' Tl -H3 11'SB 0.00 1 25'9 "10 1' 0' T2 Common 0.00 4 25'3 "10 1' 0' T3 Common 0.00 1 25'3 "10 1' 0' T4 HIPS 0.CC un 1 9'11 "12 0' 0' T5 7' SB 0.00 1 11'9 "11 1' 0' T6 HIPM 0.0C 1 13'9 "11 0' 0' T7 HIPM 0.00 m 1 14'4 "2 0' 0' T8 HIPM 0.00 1 16'4 "2 0' 0' T9 HIPM 0.00 1 18'4 "2 0' 0' T10 HIPM 0.0C 1 20'4 "2 0' 0' Til HIPM 0.00 • 2 20'3 "14 0' 0' T12 HIPM 0.00 2 16'1 "10 1' 0' T13 HIPM 0.00 1 15'3 "14 1' 0' T13A HIPM 0.00 m" 1 32'11 "4 1' 1' T14A 6 -6 -0 SB 0.0C 2 32'11 "4 1' 1' T14 HIPM 0.00 16 6'9 "10 1' 0' T15 Mono 0.00 • 1 32'10" 0' 0' T16 -H1 7' SB 0.00 1 32'10" 0' 0' T16 -H2 9' SB 0.00 1 32'10" 0' 0' T16 -H3 11'SB 0.0C 4 32'10" 0' 0' T17 HIPM w/ Piggy 0.00 "" 1 26'5 "4 0' 0' T18 -H1 HIPM Girder 0.00 1 28'4 "4 0' 0' T18 -H2 HIPS 0.00 1 28'4 "4 0' 0' T18 -H3 HIPS 0.00 ▪ 1 28'4 "4 0' 0' T18 -H4 HIPS 0.00 1 32'10" 0' 0' T19 HIPM w/ Piggy 0.00 1 30'11" 0' 0' T20 HIPS Girder w/ Piggy 0.00 m 2 10'1 "12 0' 0' T21 THE 0.00 0 10'1 "12 0' 0' T21 THE (Alt Bearing) 0.00 7 10'1 "12 0' 0' T22 Common 0.00 1 15'6" 1'11" 1'11" T23 THE 0.00 • 2 15'6" 1'11" 1'll" T24 Scissor 0.00 1 15'6" 0' 0' T25 Common Girder (2 -PLY) 0.00 1 5'11 "4 0' 0' T26 Mono Girder 0.00 4 3' 0' 0' PIGGY T17 -T20 0.00 1 3' 0' 0' PIGGY T19 0.00 12 1' 1' 0' 1' C/J 1ST FLOOR 0.00 • 8 3' 1' 0' 3' C/J FIRST FLOOR 0.00 m " 8 5' 1' 0' 5' C/J FIRST FLOOR 0 8 7' 1' 0' 7' C/J FIRST FLOOR 0.: 4 7'11 "10 1' 0' 7 -11 -10 E/J FIRST FLOOR 0.: 8 8'5 "10 1' 0' 8-5 -10 E/J FIRST FLOOR 0_r 1 11'11 "12 1'5" 0' 7 -11 -10 H/J FIRST FLOOR 0, 7 3' 0' 0' 3' C/J SECOND FLOOR O.0 7 5' 0' 0' 5' C/J SECOND FLOOR 0.: 4 7' 0' 0' 7' C/J SECOND FLOOR 0 9 8'11" 0' 0' 8 -11 -0 E/J SECOND FLOOR 0.0 2 12'7 "5 0' 0' 8 -11 -0 H/J SECOND FLOOR 0.0 " 2 3' 1' 0' 3' C/J T13 0,0 _ 2 5' 1' 0' 5' C/J T13 0.0 2 7' 1' 0' 7' C/J T13 0.0 0 4 4 7'11 "10 1' 0' 7 -11 -10 E/J T13 0,C 1 11'3 "3 1'S" 0' 7 -11 -10 H/J T13 0.0: 2 3' 1' 0' 3' C/J T14 0.0: „ 2 5' 1' 0' 5' C/J T14 0.C: 2 7' 1' 0' 7' C/J T14 0.C: 6 7'11 "10 2' 0' 7 -11 -10 E/J T14 0.C 1 11'3 "3 1'S" 0' 7 -11 -10 H/J T14 0.0: w* 2 5'11 "8 0' 0' 5 -11 -8 E/J T18 0.0: 2 8'6 0' 0' 6 -0 -8 H/J T21 0,C: 3 11'11 "12 1'5" 0' 8 -5 -10 H/J T1,T5 0.0: 40 A ► rZuss;5 5 .14WY (� ��cKS Total Engineered Price 0 . 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N NC, m 0 1_11 cn r - z x M j x V o III a cu .. O 70 co 4k c m c-I r o O� II z� N c o --1 C Z c") O N T _ 0=1 =,=. r N , r— -i O 3 Mg) ° : z o o r n= o O O 3 -i N 7 3 0 G T (-) m = m C 0 --I 0 L7 = m o - w c n = o O r w v �i ' V z o O z II O D m \ 0-1 III G) Z Z �- n 111 N m rn n - 3 ,�— �, 0 rn ' 1 • r 01 0 M c ,_ CO - 0 0 I O • t...., 0 0 o (Ano m t G7 70 Z N D O .v O Z -4 N M - -I O M m C A- m T 3 0 0 D f 0 -1 le n ---.1 T 0 C m D 3 0 (,-) o --, Z Z m x -I 77 o < D 01 0 / rn = z —1 / ➢ o owS rr, ao c> m = ,z, II J N O /// J iv o -I 0M M .. VII 01i o v+ r z n 0 v (./) C) - 1 CO co - V cn O D II z W -= 'O C O n n (') n cr) N 7o <n 70 C) T x �) 1_1 T L O r n •• r 0 0 r 0-1 i l f N cD) O oT . o - - n r r r r r CO III , X o z v. o Z D O � A T (r) T cyl `" 0 5 - -i • o p -+ W o r n -' N I•-' V O O V O m Y M : offe 0 0 0 0 0 -, Dn o �^ v v - o 1 III Z (/) (/) V) (/) V) m - n T T T m N c - 7 (n = 0 0 70 N m 70 rn Cm 70 > rn h 3 0 0 ■ -1 --1 +y 3 z m m 0 = M CD m O 7 w F-_ N A CO 0 ■ U ' 1 \J `_ L0 , \ \ 0 w l0 - N V T w lD 1.0 CO Po N v A- M" Q 0 0 c' -, t _ _ _— o m o o 0 Z r 0 — r m r c o 0 (-) - - moo O co 73 73 rglo J - - 0 D N N N = T z c3 x x x rn - o A 4.- A T/1 D 0 -I N N N Co V �1 D.3 m m - 0 - v v - V1 ` T1 X G, D w N N m — — — co A \ /■ D ■ ∎ m z z A£ v o III t i 1 cn -n w = os� >a � p '� W �� ' X o co N _ n z X A D O o C0 W = N r . -.A3m� I II o u o `" o A A-- = o m x c r-, cn N Z co T 0 ° a n r L 0 T N O iS, O o r o o r r n m 0 N 1 X �1 X 1■••■•■■••■il �° a III \\\ WI O W n N - n a = v� C7 < (T - N O y .• p D C f m 1 r (..31 .n C II .-• z , - • N a - - 0 c-1- / X I ><.....4 c nz 0ZC)o MP • Z A 8 ° III w mu.' v m 0 Tc� mx -1 0 c, ✓ c-, 0 7:,m c-prw -o o o r z A y r z II o 0 m 1O m •-■ z c� • no p� x z m cn • a •••••.- r c, c-) • r- m a < 1 o r • n o o d o / CO -{ Z N D O A • W \v 0 D O 73 - m T 3 1D 0 -1 M 0 -I mom-• c�D n 3 0 w ? oz zzm v - O m 0 E Z CD --1 0 0 W= m cn 0 m = s, II cn -i D 70 0 1✓ =r -i 0m-I MR C..7 m D r z --I Co - v C/) 0 --- CO CO —I —I m m m 10 z cn - o =MD D � I �c� - O 0 O C7 !� c c--) X 11 F- --I r O c', - C) • • r C 1] r , 111 It C7'1 3 co 0 O c) - ~ y 1-1 - 7'1 r r r r r _ ` �' 111 ,< <, n c • 0 Z D O `T' P = c- T CA G n • 1 , _, N FA = o ••-• Ix -1=. 0� �I O O v O m ° D D m • 0 0 0 0 0 v N CA CD w - 0 v - o - 0 -0 -' III p z ▪ V) C./1 C./) C/1 C/1 �� O m m m m T C co rn n z D rn n m O O ■ --1 m o, co - • 3 z m m m z c" CD Cr co * 77 a -` II K NM - I N C/) - 01 • m • CO CO O c Jp U'1 1 01 cm O `�° 1 CO • N N rn 3 m A 1--• L51 m 10 73 O CU lO r " v C.r1 t! 0 3 D p cc, —i ■ v ° - - - n --I v 0 — r 0 m co c") p — — — — .-I O W ••. r, = = 01 — — C rn p .�-1 !j!i -0 C) O m m Z O y r co m A - ^ n r- z w rV/�l� p r 0 - to cn c c - V 1 11-,-: 1 OM « ,R m r O ■ p Z h-' ^ z U'1 ~, X D ON O � _ � o m D .< �, k r o — I m A A \ -a CO 70 n (11 � c) -i n z CO 11 M y m cl r p O n O 3 CO I N m .. = c') A O O > U '1 (,J -1 A Z o X p 0 - � D --I D p N r A o D O p V : -r i C7 te ; z ��� ti N We i CD > N m = O 1 0' III -. -. -s A z �+ N O Cs p c rn c _{ -1 D II z N c z , o N v pr v, o W Ernm� . O 3 ✓ z z z a o X m A d x (/, p Co m A M c') m= I ' c) z -I p c) III r ---I D : D m .-.... -1 a rm v Z o r . o r z A c)zcn z II o 0 ^) v ��� CO = m (0 Co m 01 D In 3 ''''''...1 �, rn n - O r Cr "' Z r• / W -I _ rn o • o CT W N I O 0 N> 0 = 0 o V� -J /// - c�cn �Tm 3 Lo �' ■ - / V 0 3 O p --I V O n MO � m C �. D 3 ° // 70 G) .71 o < D C j CO D70 m �Z -I 70 c> D p W= m D m p c", rn= z II / coz m D 70 G) M o - n I o m-I - N / r 3 1n co v V (n O cp CO CO --) A / Z -1 E D II z co --I D 7O -- C7 n C7 (•') T Z W 1111 - 70 W zo o ^ n • • r c) c) r � I U u � D 3 c o � ° MIs Z -n r r r r r co - III , x 0 —1 r 3 - a - o D o c0-, N A -I CO cc, `n L7 C7 \ V 1L A i _ M O Sty -4 r-• W D 3 Co 3 N 1--• - ---1 0 CO - ---1 O m z N D Z 1111111 . • 0 0 0 0 0 r -..s c -i • III ao m n O W 'v 'v 41.. o r c) o Cl Z a 01 _ T T T T T '' #p '' 0 0 F■ m ---• N CO -1 0 IIP - n (/) = 0 D 7J N < = �3.. m c'-) 7o > r'' c� x O O , E --I T 2 * 3 z m = m o z m 7 co * 70 70 II < WI - 4 N (/) m 01 • z * CO CO O 1--' 0 .A \ U1 ■ i 01 * O "n..... N 01 ' D .-1 N �I T 3 T A N U1 = Vs 0 70 O l0 l0 N V low _ 3 ➢ O W -i _ ,_ , • — — — — O V) z T O1 '9 G) -- — r — T —I G) m m m O — ).-- O Co .. m 2 2 0 OWO G m O m 0 0 O —I m w - - -< .'9 m O VI O O N Z D O N N N m — Z -O •r m X X X D G7 m N A A A m - V1 Z co O r O --I N N N 0 — vl o 2- 4k4 m r , -I D w ' — - -- o A y m n o z z ' -. ■ T rn r W o III x o °Z -' A � . 7o I z A 73 c w ° s c ' L p 11 W cc , o —10 m ti x D O C o °yoA.�=z� w III N —I r- • > 0m . z 00 �* o o H G c) 0 C) m a N Z T O cn r O T N .T- A M I Z '7, , En n 1 o n , s -% t = - 'X' _ , ,„„„ ____ , -I CT O a , O N A r e O D C7 O ° a • N -1 m cil III W _ r C7 O � > J O !AR c') N A rrr III c J c m • N ,, - N D II z CZ n o v o r ;ills : z 0 0 o N 3 W m r- O 3 C D m X --I N - 0 p CO •-+ - I A T m m 2 - i m rn - ° c li :: .-1 o r u, OD I 0 I m co 01 O m D 70 O m o T o v m z m n o 7V { VI m O T -1 O c O 70 70 - m T 3 OD m O - c < v w o - m WWWW ' - + r m C➢ 3 p rn ma -I •-•ZZ 3 r m r oo O< D 0 M O-1 m m E Z C ,T7 m D O co = P1 m II —I mm= mm2 , �, ,--, Z x m D 7D O O O° O — O m —I ,--, VIII VD Z E z r - z Cr) O —1 CO CO --I ---I N W m —, CO II z 1n c o n e n n T Cxn I;1 zD oo � 70 W D -1 II i m o o nx C)1 III 70 2 N .. Z O O O n• • r O C7 r� - Dm�cn 0 T- D i••ti - n r r r r r (5 A m 0 - o - 0 MI Z ).- IC) — _ _ —I CO r cn y G) C7 • N 1✓ O D tZ a T C A —I —I Ix II c �-l-i m ➢ mm 7J O -1=. . - W 05 O —D N F--` v O O v O m O O N —I r r m O 2 cn Z •A • W • 0 0 0 0 0 m m N « CO Z ➢ . co O W - t7 'cJ co .) z V) V) V) V) V) cn D Z O •-• V, Z -I c VI 1 71 V) = CD 0 a G) 0 co 7o m c) Z7 D m f L/1 ) 3 o O ■ -1 T fl, -4 * Z m (D i G) c , m )E z I II < - N V) vi • • O W O i-■ N -t * I— '°---.... , N N - a «. N V1 T 3 TI A V-- L71 -1' m Amo * ~ [ o - 01 . .v 0 l0 lD ? CO Pm A 3 D O co --1 1 — — - o c m o 0 0 = -n O r G, T n n O O Co - n E = = (1 ril - G m o m T O O O - -I T w - ('�'i 2 A m Z Vf O O N �V - v D o N NN = z y r n x x x m - O T AAA A 0o z CO O r -t N N (n C qui - V 1 o D z 4k 1k k Z = -1 n co N N m n R Y , z D n - - — — co m Do •-■ z m rn r A o ■ ink u, o o z E ° ..' �I� Iz X z o CO 03 > Lo II W A z v� 1 - X _ n o N o ➢ G r A C v CT \ = N i r. x r \:r o m >. \' v o z N - 1 n D \' \ V T -1 r ' (n 3 CO \ O -- T (') D N m = n A ' rK, . �--� co .. co W .wv W = O -i N % X r O U1 O n -I %\ p r N A r D C ■ O 0 X Ni v ii! C) CO o N O = O Cn " = - N III v, C7 N `" J lD z C+ el) O O CO 1b X r - 5 1 ill = D II z m N c z n o v = r N o z A ° ° m m r 03 T,0 a x - N v p o W CO rn A rn c m= I� n z -1 o n r-I D - O III zor . O rz 73 G", z N z II o 0 m CO N m n© 7 ) rn of L7 D O O D n• iv m 3 �, W J zrnn -_, Or o o Q co X ' _ T O • O -o n • T CO LT W V D O Z N D O A o CO 0/ cn n • T - I o - n cn 00 . m rn 3 / O • D m C7 M LO / 77 3 D E n O D / c Z z P1 m C 3 A O 70 0 -G D c II / m D• o n T x A n z m D z 0 • A % m G/ -i o T -1 .. 10$ 1--` / r z r 3 ();:, w v n O- I CO W -I --I N W T D T II Z (n c ( 1•- Z M E D Co M C O C7 C� C7 (") T L c i I 1 I_ G, m m 77 cn n • . 77 D 70 -I r 111 " ism o r n• • r 0 C) r o X D 3 G ° °. 1-1 - n r r r r r 4• 01 A -I r m - o - o Z D CO — = o 0 3 0 - N n oN G7 C) w om Si. 0 �� m z 11 ', v w• o .p 1-' C...) cn 3 m �I O O �I O rn (0 co N m n3., Z N n Z VP A • 0 0 0 0 0 ■ ~ v m o, m o - n D - a - 0 - 0 no o r 0 O W z Cr) (!) (/) (!) Cr) m m T '11 T m O o T N co m 0 z m C) D rn n - _ 3 z m = m m Z n tD 0 ■ G7 c m 01PI -1 N N CT) • , A . co W L , O Ni .A \ CJ1 ■ 01 H) � 1 \ cn 0 - 0 ■-, N �I T 3 TI m I- U1 'n M! * - CJ1 . '' 0 LO CD u " J LC) • Pla _ 3 D O c c t - - - - c m o 0 - - - - __r- �G'� m nn p f✓ - l �W W O 0 co 0 0 - _ O INIS n O N O O I--, 0' m Z pCi O = 0.0 - N N N - u — >< m.. - - A 70 c .,, l ' y - -1==. 7 o Z co A 1 X � Z� - <0 m vvv c PR - (TI C....> I�I� �. n 70 4k �kk Z CT ll � _ o to III i w v v ^ ' 1 n n o z z - o II m � -1,4 ° ° oz 3 z C O C �a� II N A N -i m - z> Cn CD S r w A "' r * m D 00 71 ° -1y - D W -1 r o z N O O m2 N 0 3 W r O n D ro < x n a o s7 -1 N O D -i . A r n m - ° 0 0 0 -5 ) W , X � a 1 W l i \P 0, " III \,\ N ° N tD N II ~ N W III J U_ 01 U9 jI A y A E I yo �� 4:). c�mi 1 z D ? c z n o m n m x fr i-, 0 -1 0 0 M 0 co N n r CO o C) r Z m 0 z II o o rD CO m rn cn D ?AIR 3 O n• N z F-, O r cn m W O O n o , W z N D 0 .v O N T -I O C .'D - m m 3 O D c 0 SIR n O C •-• D 3 3 -- 7o ■ -1 X A 0 < D c m z -1 o O co S m V n m 2 T-- cl m o -I o m - o r - z D m v (n D -I CO W -I -I o > I I Z w m '0 co C) C•) c C) T 70 01 70 n _ ---, • °� n• n z o o r n r o o m n o m - n T r r - r r r p �c - o - o 10 Z D 0 , N (A v, G c • I - m z s:° A - W \ = 0 N I-• V O O v O m z m ` o • W 0 0 0 0 0 , N o O W 77 = = , co z (./) N (/) (/) Cl) T T T T T N c c mim T (/) S 0 7J N co 71 n D m n 3 O O - T Q) M. Z I IT m •) n co 0 M c m cn -I N (n C71 • M W O W m Cn , v c N E ` , 01 N co ,- N v ` T A _ 1✓ Cr 3 €11i 0 \ Cl )• z 0 CO O • O1 - --J O _ _ 0 CO i - _ — o rn o 0 ^ ill - 19 r 0 - - - - r rn n n o -� o - - n E 00 (JI < m o 0 0 CO 70 PO - v O N 0 0 N - v n z N N N = - z n x x x m con D:... = n A A A = CO O -1 N N N C V1 Z 0 0 N G) D W N N m M m z z rAli 111 -1 O N -- l\ 1 y , m r rn O o , = n > •- o III D o rT.,,,,,,,,,,,„;.,02, 2 'Ll ; z (-r c, 1-• c N • r i v z n X 11 M IM * lk 1 O < no ° t o n _ (.71 N Z 3 m O o I N r a O i y V T N , 7 1 -- A C o CO r o l0 O 0 o ~ D D m o r -' r o o D N a N z C (t -D n J 0 O o 1 W I ; ,, U-1 x i III \\` W , --I N 3 corn~ -4 N m c II z N 70 C Z n 0 ° O r o r 0 3 N �. o z o o ■ X m O -n f m 2 g II tt ,� o o i - IN •• W -0 n O c III A m n r Co m 70 r o 0 r z z 1 07 y r z 11 0 0 v CO c» 70 z m V* - D kill CT7 m '-c O" 11 6-1.• - .A D 20 O-0 C) 0 m • N (.J W 0 01 -{ Z N D 0 o p N -- • n m M O 1 N D O rn m m 3 co CA o = D m oz .- z �zzm 3 c oo o < a -1 o m z c - 0 C 0 W= rn m N n m = A = D m = r M o m M D r z Mr --i m v Cr) C7 - I CO CO - I - I co XI D II z m -I - 0 = O () C) C7 C -1 D 70 cn A n _ > I o r z p n r o o m m w c3 m- o -, n r r r r r 4, - o 1 Z D O n D N N G") n • = n -n o ,-, sn z z - -+ Co .` o c0 0 �I O O v O m -1 m - • • 0 0 0 0 0 1 N v, O co - o O (/) N N V) V) V) O -Y) - 11 T T n N C • T V) = C] N co 70 71 c) z D rn --' O O ■ E -I T 3 Z r) = rin m Z n CD 0 1 CO (., 7J w z II -< . --I N V) , ' CO CO CO O 1- CO -I .p \ (J) 1 v c N C 0 N W "0 - N V 3 •'1 A I--■ U1 T m MO o \ CT ry . z 0 l0 O . - V Hl _ _ o W _, — — rn o 0 v r o r m n c, p — 1 o o p o blo AM _ u z = Pi — N N N.3 = - J N n X x x M n — P (n N N 3 u �� , D W N N i, ,.) _ _ _ _ `D o III N ZZ _, 2 to CO A � , • \ O o v c -I n z - Ln (J1 D. a o : .. _ s v D 3 z C N 0 , C N O O W ■ o' s N l0 0 D r m I--, r m < o o N MM z n a - 0 0 W I , Ui P > 01 o III `\\ o t I n '7 a,z i ct . D (.T1 -, CT1 .r; Ns 3 D c z m ° A ,o -i c II .-,z� --I N ; A o v VI 77 c z c", o I r, v o r V, c z z ° ° ° CO • 1 0 3 O 3 O Ul m o m c m x al v c, o C...) 70 m C r CO •-∎ v o .-∎ o r z z E -0 r- Z II O C v Cb A V L � ��1 A z m cn - - II n o �� A I x rn z 0 - n 10 z r c, c) • t -' I--' < o -1 O r O 0 01 Q U z CO In -I A Z N D O 7J X -I n m -1 o C I A D o .70 - m 3 II l(�p,-- + =- ref o- CA.) 0 m . . , C -. D 3 n O p N p z .-i z z rn 3 C 77 O < D -I 0 m E z o c o w x m CA N Cl m 2 20 --I D r0 xr -I - i m D r - ■z WO -I CO v wm m 11 zcn c (n p -1 W Co -I - 1 O 70 D co - I -o = O C•) C') C) C) -i D ,) c, 77 n D .73 —I T --1 r • on n• • r o o m o z 0 0- 3 co o m - r-i T r r r r r ,p n n (1) c z D O = c 70 z o c o - l•-• W N • O O• • r -1 m ino • 0 0 0 0 0 , a .. 0 O W p v v z ' V) (J V) V) C/1 - T T T T T n cn c m 70 r'l c 70 D r 1.1 n O 0 ■ —I -T1 ❑, m 3 z rn = m Z c, cD z I- II OD -I Iv v) cr1 • .1i \ CT7 i v y N £ '0 , (1 N O) 'O - N T _A I- Q 1 T -31 VIII O \ al t't 77 O l0 O . 0D v N v m O o m -I - 0 0 - - - - - r r 0 _ _ 1...,=,WH m O o p CO XI A WS N )71 — -0 U101 = x N N N n x x x m ao A A A W go — o III � - 44 z C V „ ��� D W N N m — — — lD A - z v II r -I CO N 0 3 A n D Ol N z 2 O X .� =c• r+ II A • ., r CJ < M - 0 2 0") 0 -0 0 0 (o N (I) i m A .. s c 1---t O r N r rr ' 0 C.) 1 rte. X 0 MIP < \ CO I I NP cn o III \ \\ A £ N (/) C7 C CD T- (/) O ° .o 'Z 0 c- t- IH!I!!riI! m -5 o � -- 1 = I m mom r > - 0 V) = z • o ° - I .-i 0 r (n _ A 0 r O 3 Wilik •--� '--' --I ° ° W N m 0 m C) 71 2 0 T) -I 0 0 II v C) 0 rn 7r m c-> r co --. - o O 0 r z z - ID r z 11 0 0 71 CO m z o. W 70 0 n ' 7. II L.) m 111 -1 z � Cr') o z VD 01 _qv, -1 ° c o r- mm mc = z m 0 -I _ .- 0 -. n C yI m c D 3 ° II x 4 I 0 z z z m co c .� 0 < D a) = D --I o m z M p N O C 0 c0 2 m N n m 2 , - n 0 2r MOM -- MP m>- r - z M co m v N O-1 W W -I --1 co m M II z N c = C C) C) C7 n O 7 Y co --1 D -I --1r —. 0( ^ C) r CO O r o zo o• -+ o rn 1 r r p a 7 co v 0 W A z D 0 P1 n v) ° C) n • 1-- 2 C, m N \ O .-+ Re T Z A F--+ W ` 0 G) 0 N 1—∎ v O O v O r ,- i D m .A • Ads W O O O O O ∎ N z O Cr-) 'o "D . a 0 (/) (n (l) V) C/) z T1 T1 '71 - I'1 rn O n v) = co MI '71 V) S Ci CD 70 N 3 m C) D m 3 . O O I c --I TI +1 1 • 3 z m = rn m z n Cp o c )F z A II co -1 N Cr) - 01 • * OJ CO L'' O -' W 70 J=• \ Cr I v = N E 1 O \ ■ UI (n * l0 - 0 ■ N N - n •--■ C71 71 -n ▪ R * 0 t0 O • `° v W gum m 00 r 0 r F , m n n 0 — H . ---1 n CO J _ H moo 0 O N O O 03 23 — 7 (.11 Z N N N = A A A A A Po - r��r��11 r"�"{ _ n .-_=_ - 0 V/ 1 70 A V - ■MI x m -0 v v c 01 111111111111111k D W N N m 0 Z Z _ F1 - -_ - , . N II r -H t.o .-r M » W Ol ° = n a = 0 - m cn v im . -1 z • ., W 1 .r ii °aso - as c c* 01 C = µ O r m .-r D 3 O O ° r 0 s - O 0 D r ~ o N III \ \\ O co --,,21 N Ao°o o,n N n - 0 C ' CD N 'S p ti 0 i c W n .. O 111111111111111 U1 D crn III c II Z ," N N .Z1 c Z n o W --I .-r v 0 r N r O 3 o m D m n m 2 z v n o 70 m n r m .r - Q 0 o r z z m r z II c 0 i o v po Po z mcn- D �, -c �orcn m o a o o• -DI za n D o z c `' -in m- o 0 Do �- rnm 3 n z rn D -1 v n M W m m o c � D 3 0 D Z ,--. Z Z m 3 W • ' --10 m _, I W �II� � 0 C 0 W 2 n1 A II u N n rn= z I ,O _ = -1 m 'MI ui .: m -1 co r v (n 0 Co W -I -I cn o m m II z c -0i C O C••7 C7 (7 C7 C + . I -I r A (.31 o n • > 70 - r w 0• • r 0 0 r— co o z o o �-r o - 1 - 1 r r r 1 o ° iv 3 � �'v- 0 n D N 0 AIP Z D 2 n m 70 Z 00 o 1 -` W , • N v 0 0 �1 0, m • 40. - • W 0 0 0 0 0 . N A O W - - 0 - 0 v - 0 z (!) (r) V) Vl (.!) O m m - 'n m n n N C op m (n = 0 0 77 N 3 77 m O 7o Jr.-- m n O O , --I m 0 • 3 z m = m 0 Z n CD 0 G7 C 77 m • - 1 N (n '-' 01 • - * CO W u " O N w a .A (71 c LA * W ` N N - 0 .--, N - , 3 11 A I -L L11 T T ■•• l0 0 • 0 V - - - - - o CO -I - , • m O O T CO r co o • 00 70 70 PP O N 0 0 N J O� Z X N N N m n X X X m A - I, .I, 70 - CID >. _ C° r � Z7 --' N N N c 0-, 111 Y��Y \\� D CO N N m (D N _ Z Z O p 3 c y0-c zcTl c O II ��A ca v r a x o -1 O V1 C "ac A= O z 3 O r • 0 0 N O oy O N D r X I r x D 1 III p\ CD N . CD c 7 v, (") N " 8 z c-r. c . ! nU ! y o . O t z N I0A ,-I cD III � z� - v 1- -■ NZ czc�o = z o o (x) I--• -1 Gl 0 0 3 N :: ,o o 0 o N x p Cn co .. .. -1 N v o O CO x m -0n m - III o W = 20 m c I 0• v O •-+ o r z z v z II o ^' m z Co - y am , 73 z T u, A NM a < o o r c ~ i-, m • Cr o O • ° Co ,0 - z N co O A -I c 11 T--I o D O 70 - m m 3 (l Z m 0 -i P M V m c D3 O Z .-, z Z m c 70 o < D -I O m z z O c 0 W= m m N T - 0 D M N VID II m -I r z OD -I Co .. v (n O -I W CO - -I rn CO T T II Z N c 'O C O C7 C") (") (-) N O D CO -- I D z —I -1 D .� cn 0 pz co I- CO o r Z O O � r .. - n r C 0 0 r .p A DO O T o fort Z D o Y III c-,D N N G) (-) • r� (p I-) = r T 01 o •• ,x z /, (a.) (n o 0 o - - --.J O O - O m - to D X N F-' c 3 pR • 0 0 0 0 0, .A • N O W , O N o V) () V) V) v - n m - n - n m c O (l N c IN - n V) = D D 77 Cr) 3 co z m () z D m o — • 3 z rn = m r „ z c-, (13 o ■ G) c 70 — I 01 • * Cb co ' O F--• Ca -i z .A (n , v c 01 - N V - n f•-■ Cr T T AP o O t--h „_' .1 (J) OP - 3 ____ 3 D 0 CO 0 = m O 01 N .Z1 - n - D 0 Ln — ■ _ — — r --I r O m n n o I W n x x n O N 0 O PI cr, 70 P::/ 7 cnrn m = X O N N N y r n x x x m 2 m 7J A A A c 7 - n _ r- z w — p �� , x <o v c - 0 (T1 1 -I i7D D co N N Z $ m - - - co 01 -1 n D 0 .. Z z 4 ' - - - _I , n z N II m - r _ Co 0 Z i + , = w O 01 o r I o C O ° z , I N -i p A —I 1- zD i--� 0 x r .. : r 0 cr, m D C = • n a, 61 c0 T M - O 70 D 3 c x °c i D Z - r o o D o i 3 CO r 7a n D N) = n A D N a m 0 Z 0 0 0 -4 -1 n N ;2 g W cn A r VII m 01 1 x 111 V O o \\ n n o z 0 N m _ 0 A • D › ,- 3 0 0, o z 6 c ? a O N n O o cD c N -"i,, N N m a -A >-0 0 n = n 0 - Cr 0 r N 0 0 r1 f m N 1 r 0 3 ' = N CO m 0. .P m n m= 0 n z m O cl 1--) : r - I D = o W P1 - - - n r co --. -o cn z0r = 0 r Po 1- 1-, x - p Ui 0zN z II 0o m W O CO X - I 00 Z O 111 �' • o�D n � D 3 — 0 m r - . W zrnn mor m o I ,c �_ - m O • w v n 0 -n O D O Z N D O 73 n • O m -I o -I n N PO - m m 3 O • D m 0 -I o A 3 O f n PP v m 0 ■-+ D 3 3 m .-.zz v 70 0 70 0< D 0 0 D 7O m Z D 70 n D 0 CO x m D o n rn z n z D =c4 0 m G) - I 0 m D r z MN . r 3 N o v (n O -I W CO -I --I z - D II z W = C O C� C7 C� c"7 T O m m z cn 70 n C"7 r r- D 3 O O- o '--i T r r r' T r -I r m - o • o #M Z C) O 3 N v G C7 rn o m T - II m _ tp 00 • o 0 0 �1 O 01 3 m 3 N �". . on z N D m • 0 0 0 0 0\ X 0 - - II co v D O W - 0 v - 0 -0 A V L III o m n o C./) (n (n (./) (/) 0 x T T T T T 0 - 1 0 O #M T V) = 0 C7 Z7 C A co = 3 X 01 < x co 0 7D rn c D rn P1 p -. O O , —I - T'1 °, A — - • 3 Z m rn co n , m Z n (p O 0 i 0 = 70 ,-J CO �E z z 1✓ II Co < • YAM - N (./) ,- V1 •P \ 01 , c 0) - 0 --- N v , 3 T 4 1--) CJ1 T m * ~O \ 0 rt z) lfl O . N fa , - T 0 0 r o r to m m c p - > ›- -_-1 I itt. 1 c'1 r = = cn co 70 20 1 PIP -- 7 N z N N N = — n x x x m n A A A Co vl ■ 7 ) A 1 x X m v v c - - J II N�0 z tora _ _ _ 3 �' II 11' ��� a w N N f^ (D cn z z p II r M N °3 1 CO C O z n v Z 0 I N PIR O o ' a m o a - N >- W - c r W x D III ? o " -1=i ▪ - zp O (1: s .-, 1 a (/1 CO .• I-■ = A h-■ - 'S O W o CD .. • ▪ n m O - 5 _ N a, cu (1) c m ' 6 v 3➢ 0 m l D c 0 - . 1 - o z = 11 z H - 1 N O o (n 70 c z c� O - "5 . ---1 - 001 - (/-, C C., ° z om o c+ W 0 0--' r .-1 O NP o (n 11 x m mo m z CO 0 1 = - o r) w o o f x 01 z 0 m C r W t z 0 m o r = A I, 111 0 yr z II 0 0 rn CO '0 70z mo - -o D < -1 o r cn p CO -i O 0 o t 0 0) 0 0 O m • 0 A z --1 n m --I O 0 ➢ O 20 - m m 3 uo = m z m 0-1 IAA M m c . f - D3 0 en M 0 z ,-• Z z m z 0 70 0 -< n t 0 -10 m Zz = 0 c o co = __I m 0 V C1 m = a 200 =r Mom-1 11/11 -1 m D r - z N O -I W CO -I c co m m II z (n = (n o > n m - I C O (7 n C7 C) . (n -1 a 70 cn O n D• r m o r z o o ms 0 1--1 - n r r r- r r A 0 3 A 0 T O e Z D O - a (n N C..) N to = cn m 0 , o �. w P al 70z �, W 11 OM X 00 o - •-..1 o 0 ' 0 1 1 ../ cn N 1-•-• frl 01 i-' J m n m o III VP A W 0 0 0 0 0 . X co Z co N ry. • w v - o - 0 - 0 - o , ) LA III cc) A z cn cn cn V) cn - C 01 n 0 ) T (n 2 0 CD 70 A A x m �TJ m n 7J D ni N - _ A 3 O C) ■ -I TI o - -4 3 Z rn = T (D r, m Z c ., CD r, 0 G) _ m IP --I WOOL" U'1 • W O W -A 0 , = -A ( I (j.: (n 1-∎ - 0 .-, N -! cn 'T1 A I--• U•1 -n T OM p \ C 1 c-r t ••. LSD O • w -J fiel — - 7) Co gk 0 • • CO 0 DI-. m 00 -� - o 0 -1 m ■-• -1 - o c0 - - - - - r m -1= r 0 0 O m n n p 0 3'o n Nrnxx Lyi - _ G x m 0 0 p m n° A CO .70 70 - 70 2 m O 2 O N° O N . N Z -, N = D N N N z o m n x x x m - r� //�� _ C,) Z A 4k A A A Vl D o =° -1 N N N N co 17 rill - r/ I - m v m z - o - o - o xi C � 0 0 Z CA o O p -0 0 D () N N m - - - [p - 1=.><N3 Z -1 N m 0c � zz � ' — — — — A D 0 o v N - n o r - co - r ~ v o (,J N (n) n VI X) -I w °v " >Lo L. III 0 cr, Ol N N D o O X X ti • c o _ V N A A N t_ � 01 N r- x 41 • ' m -o o z �k ,- ~ 3 1- T C. o N o ° _ v D CI) CO I N n r Z 0 0 O 7c n n W V m m A i 0 (D - cn O Ol X , -1 D n N O 0 1 L , :�, (.7, ° N r Co v O m v, m o • rn N N _; rn N O ▪ o N O) 1 16. X c, X .a,1 Ni ..---0› =0,,,,,-,.. r\.) % ral \\\ c 'D N U1 I 3 D = z m N < C II z ,- '1 .. -■ v, T 1111111E, U X N Z1 ,� c Z n o = o o III -o ° r w G� r O 3 =,.., o ° = W -� N p m ° m n P1 = g I 0 0 0 m ?€x r- n r co - 'o N N co O O r z 7o 1--, -H yr z II o o ^' N m Z p v W o o ,L) Z ;.. ,�a ^� m o- - D 3 �__ rL7 �, n • H m y - } -� <- " -I 0 r 0' 0 W O ,.: i• ,-, O . 00 1 X �� o ono Z Z N D O 0 11 o X I n �? rnm 3 nz p� III g. m °-I Po v III m • ° -D 0 3 n p Z .--. Z Z m C • 0 -< D v 11 - 10 m z = N CO 00 .. 0 W= •--1 A N n m= z N III El 'I =r -tom -1 ,-, VA . W P1 r z C O C') C7 C1 Cm T W 111 ›•• �' cr, A n D 70 —I m -a r or) c-, • • f'- O O I co 3 W • } z o o,- o 4 H �z A W N ° c� o N 1-+ v 0 0 O r D , m op . • 0 0 0 0 0 N . �': cn 0 W- -0 T T-0 , - A . o - V) V) N (1) ( 0 ; � . .• N M T T T T ' m ; N = WP - n V) 2 0 O .T w 7J rn 0 70 D rn 3 CD O O 1 -1 T o, -1 3 z rn = rn m Z n CD o c 1 O 1 11 c -1 N (n 1- ' 01 • CO CO u " O i--, CO -1 .p • V1 , = A 2-- , LYI N T a h-- U"I T T l.0 O •c-r z a v CO _ _ c' O CO -I — O 0 — — — — m c�C1 O O - f 0 0 U, - - m 0 0 p M CO z — ai 0 Lc, r 0 NM — D Z N N N = z X X X m - D m .'O A A A Z7 co 0 - V, V, C -r^ MI vv� A V1 _ Cr/ - z 1 C p N 0) D W N r) m - - to >< z + o m .. •• z z III - - - - -- 1 1 , O N ---� -I >- m r _ 1--� F-' O N o�f 'n �o �.:, III n o A N c °y °a .-z U"F c, N A A 3 N r ` W N . N ". . �4 h s ` $ O m N p" �, v D z 3 0 `~aN = W ... V T O .. c r, r • II <., O vi (.,J V T N A N O X o I--` — I cil W O o -. X I `, X D D Ln L , O r 4k N CA O Z rn D 0 W N 4" z N O < m = N ,1. (J1 C `1� 1 8 8 2 > =1 Cv c-r • 3D c - - 77 - 0 - r 0 r Cr 111 ° z a o c o V V , " 5 co (n 0 t m 0 m C') m 2 0 0 -I=• -1=. X �I 01 , - O C) 0 0 -- 111 P 1• 111 c 0- 0 r w z m y z I r I v Co 70 z m Cr � D r 0 n • z 3 F- -< -I 0 r cn o (5 . / ...** / v --I Z (/r D 0 z p V -I 0 TI 'I O 7 D 0 70 - m -n m - c, z m 0 -♦ WA II y x—I o f n V V +.. .,. �, m.. C.. nm 0 N C � 4 %. O Z «-.. z Z m v m -< > c •N >< ° 0 O C 0 Co Z m 11 �■ V L M (n n m 2 A () ,I - 111 � xr D iom-I .. # (.51 _ rn D r - z C7 —1 CO CO —1 —1 CO _ m rn (n II z (n C O 2 n c-) c' ) C) ,, = N -4 r n . O CO > 70 4 �` -iD :A 0 n• • r 0 0 I — r W C'J 01 O Z co O �-. r i~ T r r r r r O F"' t 0 I 3 f '. 3 7. O v -, - p law Z D C W n n (n v, o C) • t--• `� z - m O ; � o w 70 z N F—' V 0 0 "...J O nn a ) n m • 0 0 0 0 0 . & z N e O () T ' k: O (/) (/) (1) Cr) (!) T T T T T 0 m v, c co m c) 70 m •• O .0 --( T d -+ . 3 z m m m Z n CD 0 , C 7 0 70 z F II -< MOO —1 ) (J) 0 -' U) • CO co O F-` W z A \ U) , V ,A ,. ., o v , V T .-- N V - T A F-> CJ1 T T IWAi o \ CT r - r .— lfl O . (T1 V l9 -, 1 y - - - 3➢ W c m CO -1 c O i-4 F-+ 0 0 rr - N 7 -1 11 z C Z C) O 0 '� C) -- I 7 ° - 1 2 v o r O 0 0 r O 3 eD m O W x -I N- f 2 2 c m 0 - m = rn o 0 0 n 0 -1 o co Jo - I..� - r) 2 m 0 N 0 0 N PP N 0 m o v 0 r CO 2 - v - r c G) 0 II o o .. x X m m Z Z O- A A A M r/A - D .7 z N m m - • W CA (� r 0 0 0 0 (" • h-� N N N c VP - V 1 I"I"I o ` X o v - o r cn v - o l - . ", v' D m 0 0 o v r) 0 z /1 ^ D - -4N z -n - w vlv m o IL W Do me A - m m zz x C) z 0 v m 0 - - - - - 7 o rn = -t • v 0 -I 11 4' � III ' VA , o z zm o3 A >y w W r � ' \ \\ c Cr -1 O m z ➢ z ' '^w4;a 1 0 0 0 C7 CO 2 y a c .. 171 v ~ O r L , W N V C rn 7 = *A "z 1--.. X -1 D zo > a ; 2 r - I o m M II rn � cn m D r - m x •_.\ m 71 0 m 11 z N rn V 0 z o D m - ➢ -cr. zn O c \\1 0 r c. • on CO �- 0l 3 o D z o o m n G) m - N 7o 7 c '9 - 07 X C) ➢ N N A A w F-■ iT7 „\ O Z L o A -. Q V D <n = D m m I---. W - i 7C zzcono=co.. -lo N - 0 co N A D d� x 1 x z co tm r\.) ill III o 1--. n ' -P Q - O W - r N r = ' O CO N ~ `n '� , y're C') N j W -z __ X z a _ x • ;; �i�l cn I:I _ (— a III co w fl, N � x c+ N . , I,�' 70 o CA o jj : -I ., III rn 3 o D m n x c r co m A m r z X z r D o peri 2 N m - fl v ➢ z o r _< z � ,�r �, I II III z N �+} c, v �_ m _. 1 m S \ 1--, 'y, A m z cnm o K 1 r k z =f .N.. N A . m op GD O 0 N J O O Cd/ A N . , p D CO 77 C') D 0 � ; m Jl V • m D 0 v+ III N D C)Z0 r r 11 0 V m 0 1 X o z r 3 N rn v v • 'o C O f"7 z - 1 rn ➢ j C"7 ('7 C7 � = N G) m m z D 77 -1 r O : - *- m - .Z1 CO 0 e ! F ; C7 • • r O D r 2 ` MIA Z D o 11 .% - n 0 3 N ' � n x' mom 0 M 77 CO • 0 i 0 0 - -.1 O m W 0 3 m 0 7c 3 N 1� I-' • o • Z c p'`, m ens W O O O O O Z cn O W 70 - 7 0 r< 0 7,7 t o r V) V) V) V) V) ' m = ➢O ,.4,,% cn T T T T T O O E - 'p,ic co -i c IMP T N = O O 27 OD < m 27 M7 CD z D m - O O , E -1 - n - 3 z rn = m m Z n CD C7 c 7 11 -< MR -1 IV V) ,- () • -P U1 � c U1 - "..F \ , c;'-," N O 27 - N v _ • - n Aar O cl T A 0 . --I O N 3 A co - - , 1 _ c m o 0 - - I- 3 -1 - r 0 m n n 0 -� - D o1 n _= C)l m e m rn 77z PI —I� — �'� < H /�`� N W C X v - co F� - cn 0 C � � J 1 n 70 CA • N - Z A z _ . . 4k ' M N 1--.• , II -i D CO N N CD A cCO W Do O -1 n O .+ z Z FA ' -I •-' X N n Z N 7D A O f .. jik Ul 0 2 - 1 - 1 11 °! •� r_ m r N .-� \ \\ - o z N . A A CO N� '.: I W O N o MI L I A - r ▪ n o m z n _ C ' V .Z1 2 r " y r II I-+ cn Ul z m - m = CO O �� X z a � _ �\ Cn G1 CD m - 0 X � �� o1 y z 3 • z cn -- -1 r - p 0 \ \\ 3 m r 7D W I X n A N m X � V =P a i o a a n ,~r F--• I--• 111 % O o o y O v O D -1 W -I D r 0 N 0 A r 1--• O W n N O O /[ n --• ▪ v y m ° A ~ 00,,..==,,,,,,, - 0 c W O ,-, ,.. -1z■nnoz.c, "c-t- II 0 III l c m • N =� W O D II •-, z� _ O = Z n 0 • 0 0 T 'O o r v, E m c r O 3 flO z A o - O m 7J G1 X .-$ -I N 0 < CO m .a T n m= W cn m n z _ -1 o 0 A X ��d 2.< r --I D O = m .-... -I n r co .- v Cn D z o r - O r z A 1- ' W III yr N z c)z z 11 00 m --I W z G) - n =r,('&73 mcn- ! - 0 • 0 a n• ro oo 3 � 1-• - m z rn n -4 o r o Co ■J z • O '7 n V m ca G7 D 0 Z N A 0 77 o Z n • T - 3 '..-./ F-) m �nN - m � T 3 CO I ' ' 0 0• D m 0- LO '� 0 P o f n cp I-- T m 0 •-• A 3 0 O O W .-,zzm 3 I--� P1 0 v o< D U 0 m D 7D m = z P1 CO .-) . W D .'� - D D OJ 2 m x , X A 0 n m= z - N n z m 0 A P1 v ' U'I m 0 -1 0 m --1 MP = V ,_, = r �/ 0 D r - z W / O r- D N m 11 z N 0 'D C (n c o r m cil o X v z --1 E D CO -- I co nn n n n m r cn D - 0 o m co 'a cn - n • • r u t) r D 2- zoo r I--1 m r r r r r o -I 1 m G' -to - - n WO Z D o 111 m 0 3 T cn o n n • I� 4.. W o m go p - + W VW - m A v O O v O m • o IV I-. m r0 3 m 3 CO • 0 0 0 0 0 , 1--, A Z N n r^ 0 • c z CO v - O W -p - A -0 CO M C Z (1) V) (n (.n Cn ae 2 cn m 1 T T m O o T N Co -I 0 MN T (f) 2 0 0 70 <= 3 co z m n 7o > m --I m fl , - O O ■ - 1 3 z m = m m Z n co o = II m PR - I N N cs1 • CO 07 ,`. O 1 - - \ U1 ■ Co = c W V N V cn cn m - 4•■ Cn 3 IIIII O m -n F--• A O a • — ..r •—• — 0 O co -{ ^ 0 m o 0 O T -I - o 0 r - n r 0 m c'1 = O 0 n P1 x x 0 cn _ yam,. �J i m m O O O — I - .'9 O N O O N 2 D N N N = z c x x x m >. L'1 z A A A .Z1 0 --I N N N 0 cf) 70 _ Z O N G1 D W N N c4 g m �p V2 X Z ' - .p m .--. z z — — — — _ H \ o N - I T r F-- 0 O C ti n 7. I-_• 111 yob - = cn � ` 0 >. O .n a3-2n1 a c� L X N 1 I I y .Z. r I V o m o 1- _ co o Z o Li, ° _ <o O _ �o (3 1 0 a 0 0 1 Z T N A C W 01 O p II -4 =a A V) - . r O 0 0 0 >- d D D o N O r 0 r- m ( n 0 ° a a = C 7 m ° E' - 01 K z J. Iv L Cl c ---1 II A 7) 70 C ➢ I m -1 0 C3 N m m m r1 m 0 2 O P1 c''07 O -0 Q N N .0 m C1 r w �-+ V o o r z - 0r z I I 0 '^ . m �. z o- n 01 Ql Z1 Z m o1- (3. n r G'=' c • I� a N < -4 O r 01 m0 0 -1 - 4 o o• o o D o „ W rn m -� z (n D o 31 O -{ (1 T O z z D O m- o T 3 D n z m O - i 2 - 1 O E o r r m ■ 0 D 3 3 (n N 0 z • Z Z 70 0< 3= 171 D D➢ 0 - O m E z _, -I --I O C O co 2 m cn m m = A co -I -I D Z7 Oo =r --I om - -I WO v m 3 r - z -I -I --I co v N 0 _I W 0 - 0 = CO m m 11 z N 0 - O 0 0 0. 0 0 0 3 2 0 3 D CO -1 > 70 -I r 0 -4D c-1 — (n 0 ^ n A - r 0 - C� • • r 0 0 r = o o z o o r o 1~ rn r r r r r - 3' 3 co 0 -o V 0 WA Z D O 0 nD c n o vl O = R .0 z 1=• W , 0 G1 0 N 1--, O O O rrl D m Se - • 0 0 0 0 0 ■ N 0 W A ~ - - z V) V) V) (1) V) tn c'1 (n c AM rn (/) = CD 0 N 3 co m 0 z D m .. O 0 ■ E —1 - n o1 --I 3 z rn = 0 m Z r1 CD o C A 1--` II m MIO --I N V) '-' on • co co O W 7, (fin l0 ■ c31 10 ■ C1 ▪ N v - N - n - F--• Cr -- m O ▪ \ Ol r-r 70 ■-• F -• . CO �I N - _ _ c 0 m o0 --, - - - - - r -1 •-' -1 2 r O -I 0 CD O •--• m n c 0 m 3 C) 2 2 - � _ m o .�-. m 00 -I n o W z - 1�•1 _ W vc 2m O �noo N x o m o z 2 - ^ O 0 N N N V/ y r L r5 X X m _ m z a a a rr i� CO �, P1 z v, m •-• m V1 i1 r c co N Ncn = III 1 r ` o -0-I ��� Z o X D� CO - m _ _ _ _ - - 1 D W N N di C ' Lo " 01 - • -I P -1 p CO M rn Im (71 O 2 r im N » r \ \\ H m ¢ v V M A O o y ., o 2- m N (a � X VI N CD D O • z s " - D c', -1 • ... o i 7c 2 W N r IN.) N y a o x CO ■6 cn o 0 OD ill. x c III : CD CD C.71 : N I O z o a -J N O z i r, 7 W - C7 -0 i 1 o ' III (T) CI. y t1 • c E m m c - x N I 1 > c z c, o Cl _ C.71 v - 0 O r V , m H r O 3 w A ° ° III III m n x .. n o CO m .1.- T C) rn 2 CD z i 0 r - D o M .... --I c1rw.. v z o r O r z m 1-� -I z II o a r^ -i m z 0 - v 01 70 c CO CO x 1!: m cn - : n N m f✓ I--' 1 11 - 171 C7 O C) V m Z VI D W A 3 n 9AlIA' J o • 1---, =z3 m D m z F 1 , F X .70 CD D O CO 2 m o V 1 I -P D '-. O C m m 7 ,, c')zrn D 7: c CO - m G7 -1 o m -4 NM I X D r - z 4.1, U1 r3N m v (n 0 -I CO CO -I -I ev m D m II z N c = O C7 C C C 'D CO 0 m m Do cn 70 m < D 70 -I (.10 v -1 . co ... 0 P C� • • r p o r r = - zoo rn . T r r r r r o 111 2- m M T- > ORM Z D C0 O1 O 3 N o co O m Qe ■ m . Do -P 1� W w • o - --.1 O O- O m 3 m 3 N z N D r^ W 0 0 0 0 0 , • • =- y O W - 0 W '0 - - ' CO - 0 0... o CD r = z (n (ID Cr) N Ca) o •-' = N '7 '11 T'1 .71 1.1 m 0 0 = T N Mit - n CA = O = Z7 N < = ca 70 rn c 70 D m 0 3 O 0 ---I 1'I a , -I 3 z m m m Z r, CD o 01, - 1 N N .-• Cn • < W co O 1✓ ■-' --I •A \ 01 I CO z C l0 ▪ N v -- TI A 1--■ 01 V - P \ Ol m z l0 1-- c--I- T `° •J W • NM = 33.- O m -i , 1 o c m O o O N m 0 0 G7 - 1_ m r O M m n n p -I o w n x x cn _ m rn o moo p co m co 73 i - t."1 -< 7_ 'v c-, O LT, o 0 cD A .. z N -� - 7 n o N N N 2 Z v n x x x m D x G7 m .- A A A - x r- z co W o r c) --1 Nv,N c We M — C4 , k 1"■ ri -I D i m o Z al - rn ; c co o 3 '-> A F _, ..,-* -10 Ol 2 t.o c./5 N �s � 11 N -1 . r . a n • o y .. µ 7 1--) (� O m› C l0 ° y ' (. , ., x o --I m cum c) cn v li ➢ z o r N A -I -1 .�ri X U'1 m ; n 0, o D -I N D i D zxwno _ W 111 \ N r ▪ ao o7a N A r c O D O O O O n ° O r - - , < F-■ W ' `^ N o CD 0 III o° N 0 C N cn y ty N 11 1_• X .. N 0 m i--+ - c g III D II Z _ c z n o - 0 C7 r v, • ° o m Cow r O AIR z p ° o m 70 n x V, - 9 p CO rn A m n m x C z -i o M W m r .- -iD . o 1--) ... -1 CO r CO , --4 'a 4 x =OM . o rz z O 0 G) = (n = II 0 O m CO J / "I CO z GO • D MI r- v =,-)(D70 n N .'O • z ▪ 7) i--` O o n W m • C,' O up C25 2 O Z Dm z A • -Inv, A- mm 3 Lo- o • D m m --i E li Cr 70 3 of n II '! " x m C ➢ 3 ° N c. 73 G7 70 O-<2. C '« C = w D 70 m E z 01 , d° !� V - .Z7 , O n-, D C7 W 2 m ' i D n fn 2 m n z m ➢ m -i D r z r 3 N W v V) O --I W M-1 -1 -A r D m II z N c 'O C O C') C') (-) C-) TI '" .--=-c, G-) m m oo cn A W -177 m On n•• r O O I- , 2 z o o '--' o 1--1 - n f r r f r 'O --I D m G7 - - o 4 z > O o - 1 m v, oN G') C) • ,� w o m 9.• 0 • • O O v O m - CO 3 N )--) z N D m co • • 0 0 0 0 0 . W ' v, N O W mvn '-" -p - or ° cr, V) Cr) V) V) V) a ,-, 2 z T 'T'1 1 T - 11 m O 0 T CO ---I N iii 71 V) = C2 CO Z) N -<= x CrO r n D m n .. • 3 Z rri = ri m Z n CD O 1 G7 c .77 :AIM * 7 z 1- ' II m -< --I N V) '-' (1 • * C O co u- '-, O 1 ( C A \ Cr ■ * dl , \ (-71 N N -0 .-- N T • (--, 01I 3 * o • \ 0 T z O • - - • MP o N z m -1 p — — — — r m r o C-. m n n p - I o CO n x x cT1 l i _ _ m m o moo p (b m m � r ill V - O 2 m z - D O N N N f Z 71 r n x x x N G7 Z A A A W - D �� 1 x p rn < � m V)�v c ,.. ,, .. CA A _ k c., _ � D w N 4, 4„ N r^ N (o z n , ,1 1 ''• x m ):-4D z z till ' - ---1 II o n Z N v II A m m r -I 70 c w 3 9 r '' " -, O cn N �.� n z 07 r D O N O X W N A N 2 r (n N v o m➢ c m i- (n 0 o CO --• m F .. - ;“^P2T0 "T ',', II 1--.. \ N �� W - 0 070 D 1-■ N - , .,N X (n -1 ➢ z co n p Lm m o r p o o O 77 to m c-',),.. N D AN m o O O 4(; ^ 7 -I z Z 11 o D -I L X ■ 7- -1 D W V p o r WI 0 h J o c z 71,- ii :: Y II z _ G Z n o v o m y r • o o m CO r O 3 PO z z ° m Z1 a X 1--1 -I (n - O o ° F-) W corn A m n m x z N / i/ X n Z - -1 co G) r o cn r w v J m n 0 z o r o r z m 1--• N y !7 z N z II o o m CO --I co z 0 " ➢ WA 2 n g m cn " 73 crt .70 1 I-- '� O z rn c -I o • r W 0 1 ) c O o w CO n O Z N D Co A n • m -I o L71 -I n V, ."o - m m 3 o • D m 0 -I PO , E 1� U 1 70 m O 3 ➢ 3 Cl r : 1 X cn '; II CO o 70 o< n con es rn Ez � 1 o , 'm4 ➢ 70 o n m z z _;,� n z rn D 7J O »+M.mu N mm -I o m -1 MN X n r z V) = --I M CO --- -- m N m II z N c 'O C O C••) C') C) C7 ,, q = z -i E D w T : mmm 7cn�n D 7 —I r = mow zo oms f- H T r r r O r r ➢3 m m" ➢ folo z D C7 O o r 3 N" o G) n • r- -IM m W o m 9. m Ad CO • o_ A W WV s., O O `I O rn ,� . 3 r m 3 N t--+ z (n n m • • W • 0 0 0 0 0 w m-i (n co-on- or n ▪ (..4 (n Cr) Cr) (1) ° m ' 1 T T T T O O m c in co-1 C Al - n V) = C7 0 77 (n -< 3 co • rn n D m .. O CD , —I T n, -, • 3 z m = r 01 z n M O * m II -< Mil —! IV (A '-' 01 • * O W Ln O ~-.. ~ 01 `-c ---... ■ ----I in • 01 - 0 - N v N T - 1-- (T1 - 3 m OM 7(- o CT m z N lD I--• ( --r "' �I 01 . OR - - - - X 3 D p co --4 1 o c m o o O (n _ T . . L7 r T .. r O o w C) E == p C m p - I m p p O - -I CD m W z NO - - D O x z S - O N N N = N z - o r c', x x x fn V l - - A 1� A p < 01 O m CA v v C xj _ _ _ _ G) --I D W N N CD (o _ CO z -I c 70 X „ h _ X m D O •-. z z 7. FA / -I II cn - p c-, z el ~' III T rn r I XIII co ., 5 O� ! ! ; w a4 Lo O1 Cr) A 2, o U7 v,„.., 4 J D O I r Po G x o W m m D cn 1 D z , W T 8 r p O .� cn v, 3 m r O 70 � T C, n N ; !:m; n I: ! - 1 70= en x 1111111111111111111::1 n - D W p r N III o -nom o m o >m 1- o 0 O O c n o co rma cn m -l= CD w III p - 3 o o c C (n Ul /// ti c - - ) =2,-- _ ' o • X z -y III C m A` n cz 1--- p r (n3 CO w .- r O3 I o A o c n m x ,. -I cm v p ,-, -1 A T C) m x N D 70 O 4k p p L7 w. n roo∎ -. rnn O m = C"�, 1---, O mr rm z 11 0- m r`! CO CD N� <3 mcri- 'OP I C O (" N cr OD II M z cn n � z ° CO C m O T 3 CD Cr) , W c p- m T 3 W '9 • m p -I � ,z) g x ; < v co o � � 0 II 1 � III m. n � 70 zm v P m -1 -I p< D �, m p-i m m z P1 / CD D .'� o CO x m ii .-. z x D n .P1 n '.Yr"X OD O -Iamb = (1):) z - z r - - z C O n C") n C) � p = m II z v) c O-I xz D m - I D 77 - zD C -• o C) I - I .,_ -i = O O - ^ r n • • r" 0 r" ,� . "'0 x N C Z O O ° I-M "n I I r r r A m c - 1 m y VI O v T- o Vil Z D O Cr, -I co r v) ° C) N O D n D - n N C) - I -- szo E W` z m A w D z o N I-• - ---.1 O O V O m -1 r- D. m x (n INN A • 0 0 0 0 0 . m . A z Cr-.) W - C) - p - C1 - 0 -0 z D ° p W CD (n Cr) (n (./) (n N D z - n - n r m -1 n 0 O . c OM T (l) = C, = 77 Cn D G) O 3 o 1 n o D rn O IJ • --I T o, -1 3 z m m m z n co 0 c -< 7V7P - I ry v) >E 7 O z I n II CO , f- M W O r--• ~ -I .p. \ 01 i CO M - \ , v w CO - O .-. N ----.1 0 - 1 in � - F (.T1 - 3 \ C3) T ow W r-1- a " �I N • I* - c , - - - - CO Co Co Co CO CO Co CO CO CO -, V) A •• w 0 .- M c'1 c'1 n c n c c c7 c'1 A r 0 0 ■ - m r) H -I v G) -I -n T > 3 N E 2 2 O If ›--- -s O - s r m x rn O O c -` - 1 A V W W W W W W W O r Z A w A A SPIN -� y C, HCncr)cncn01cncna a cr o Noo N l cn co cO 0c0 cn cO Zo m (n I � - W➢ 0 N N N = N r r r r r r r r r m o x x x rn w w w w w w W w w 70 N n A w A 77 - r^ - N v D N O7 V1 (7 0 0 C� 0 Cl Cl C') C 0 0 0 0 � 0 O A 0 O 3 (/) (/) - 0 0 - r /� - - 0 0 0 CO Z - 0 - 0 -0 Z7 WO C4 0 0 0 0 0 0 0 0 0 2 73 r Z 0 0 0 n m c) m c) C) r r• A 4k *k zz 2 r T T T W N N a, D r r rrrrr r r o) a c• H -• FAI ' 0 0 0 0 0 0 0 0 0 m- rr • - - 0) a) 0) 0) a m 0) o) 0) II A H • • -1 O. 0. O. n 0. 0. n O. n H • -, H co a o) a m o) o) c. c.o., 0) 0 0 W a 1,3 H • 0 3 s a D l0 I-` c* R .-r o--, c-,- ct c* c c O O W -I 01 N 2 z o O O x ` . as , - ' m c I O O 01 W H Cn CO H c* nt v O O r o .. k r z µ Cn N l0 , .0 ).0 ).0 lD lD r V) 4k A 2 01 N W A A A A A A A D A N -, D k - 0 m = z H 3 II ' (a 1-- ' 01 O A O W o • w A \ (- +� x .m. x c m m v vvA -I O �` _ $ TI T T m m c- . m m `'Y, C F d >y M Z V - U1 ?k` .•. N N H r C O ■ 01 • a CU W H II�� x AACO A A z III $ N 6 "4 x - �, CO J N y O I ♦ u, H MO x 3 D o c m 'P O A -"' c v m II z H '� N -o III = (n T c z c co O -I ■■ r A o r �, m w H m r O 3 INN = A ° a) w r 70 n x n -I N - )0 O � m o CO m A T c m x 'O m r L D = O o O z O r = O r z A H, , - o r 0 z cn n z II o o m ' s. I -I CO 70 Z G1 - O . .. 77 z 2 (7 g 77 M 01 - 2. 3 H -0 N � ) < Z 01 C m - O Z W m ,< LT O O (,,) O H = m A H O• - a 77 A O T M O T WO Ul X � '■ II >< va 0 D tT 2- O . ➢- � Z N 1-..- 7] V) Ul III i - 1 c'> (n A- O T 3 1 • I--, III '�Z o• a N r c» N 2 -♦ A 3 O D n ife• I m , -• r r =H H3 3 o z CO Z r r ".,. c A G) 0.) A D O o v I' 0 O CO D A Cn m z c N D C7 C, 2 m M, z r r a -1 0 A r m C7 - C7 2 D D r ■- z -1 r 3 cn rn w z v N O Co Co . A z a D II CO m - I C O c'7 C"7 n C" -n "" D C7 m m z A v1 • cn D z • -_ r Aw o nn 0 C) • • r- o u r , cn �� x t = - o o -� o ■w co a 3 r G0 HI - n (- f r r >< O o E 0 1 ' >. A -♦ r rn A T - n 01 C n 111 a) III 1 C) ° -4w A T o ` worn 0 • T 2. A F--, W \ • z m A A c� CO • --I 0 - ■ o N v O O v O ni • D 3 rn 3 3 - 1 z N D D A m TM z O O O O O N v -� r o v) O W - 0 1 ! H '� • n o z co r T o II (v .� � = o r • Cn C/) V) (n Cn Iv a ... 2 D m (n - 71 - 71 - r1 '71 -T1 01 '1 V O m o 0 W CO CT1 C'1 T co m In - n v) = O= 1 L >< , 11 11 Op < = 3 01 c 70 > rn II w O c I E -1 - n a, w y . = III -I 3 z rn r1 _ m Z 0 Co - o I G'7 w II 01 co A 01 • 11 - < OM -I N (n 01 • 1--+ v CO CO • O -+ N V Ul -- I .A \ U I 01 V H H , 0 O 0) t0 = N T SP co ▪ \ CS) O L0 1--) 77 L ' ) V 01 MN 1, o c m o 0 -� 77 O CO 70 rn -1 - 0 O r m -1 - r O O 0 m 0 n O —H - - fcD1 O CO C'7 E xx C m o rn 0 0 O 70 70 I — m w M N O O (.4 O 2 W O x A m z — 0 0 N N N = — z y r n x x x m G') m AAA N Z O7 — x o r G) -1 In to cn C — o A m < m v v ' , k ern o - 0 Gl n W N N m D O cn rt — — — z W r1 o (-)z w 'p a , ;,, x i�i� I c x - 1 - I II .a cn rn m ,-. r �". I- IIII°lIl\\\\T O o z M co c o 3 c a r'� I I I A -I O rn = o ° c o n o z CTI V D O O N � 3 c z N � .r-� z ' To I c G-, � lD " = r A m� >am �m o m ➢ < _ cn �' O = m o 1--.% w m oime O , W v O ➢ N x cn D z . . \-1:I � 01 rn 3C1- r kr '4'1 tjF: i D N «O-r A O Z ° O O -I 'ac O ➢ -I "' r ti m N W A r CT1 11111111111111111 1 V O O FAN CO ° p A z z CD A _ > N O -n < - N C+ N 'O W Cr y - 0 X M' U1 C O I- v ■. O - C E m I C z n o m w l r 03 ° = a 0 o ° m .v a x .-+ -1 tow 1 ° tt CO m A m O rn x C7 Z — I O C m___, c-,rw,-, v z O r • O r z a I O z N Z II O O C^ w Z G) - v MID I 2 O Q .Po rn cn • A 1 3 �. I ' ... Z rn n -I O r W m • 1 CO #,. A m O'o O m • W \� ,� DO Z N D W v o n • m -1 o Cr h -I O cn 70 • m 'n 3 . CO _ >.< - 1 �ai 4 ; O • D m O - L.11 I i ,, V N -� fi A m CC .�. H 700 D .. O 0 cr ' r m z m a z m G) -I O m a 'tom r 1 X X Cn 4 °'- ^' CO v n T T T T T qp O O 0 - r1 m.. (.n MM T (i) = C) 7J (n CO = CO rn n z D rn r , ,.., O C.) , —1 -T1 a w -1-1 3 z M m rn - m z c-) O o z I--` 11 co -1 N N .-' Cr • O CO u " O r-■ N -i 4=. Cr ■ 01 c T A !-• 01 (-1• 3 WO p \ al z N lD F✓ N V v VP lil III m o 0 - VI T1 T --1 '0 G7 - r- - r o _ H _ J m o ,_, m 0 0 p NO - f�l CO 75I 0 VI - D O N N N r ir-, A X X X m - r�//�� _ N m A A A 70 4,.. k Vl X _ O 0 N N N W 11J D 70 .-. ,., 4k k �k m A _ * 1--1 1-- . d ' gi.' I � A 0 C W 11 ,. a ° O O c O N Y - ., { .. '-I r rn n G w m m -1 D z W r i el \ n D N Z D �` 2 C A ° ° a a 70 Z '� so a,., ti a i,. D O r N ,. A A O m D O O i U z o A x 1I 111 (.51 V n. , o ,,, , z r- 4, ,- - c o CD -P. III -‘ 1H 4i *Igl 0 o 0 G Nn - N ° .. A g o = N a. z ° -5 LCD m a' a �O I'-` 3 � n m .. p `l wri III ,,� c�ml --, -a �f O c z c") O W ,,, '9 O r N #; m CO I--■ r O 3 PIM t ° ° ° O m 3:: n. X -I (n - 0 O % G CO m A T 0 m= m „taC c z -i o c) -- = . m - D = o D {r Z O r _ o r Z OD Z 0 Z V) z II O 0 v W W Ul G7 y ;! = co Z !7 - N I 1� x • 0 )4- C) • a 3 x I O O D C) • N m y 1 \v, Ul m I ;., Z O) c"7 - I O r W O �_ cr III % VI ! _ "' H , W 2 * D z -n D 01 v Z n • T O m i n • m m 3 0 3 O c 0 n cD T m c D 3 co 3 70 70 Gl W D 70 m Z c D D O W = r,.l A D O c') m= z N �; c7 z m D 7:, AR I- -` O f, m L7 D - o m- Z C7 - 1 W CO -1 ---1 O m D N m V) in C o n a n n �Z m m D 11 z = W -+ Y - r II - N i -17D W r.n n r p p r V-` x z o o 1--. -n r r r 1 r 4, rn o - x G m ' 1- D = z D o V T 0 3 N ° n - V . - � a,; --I co T co o m a� A W m II cn W • o N V O O V O rn 1.4) a !r-� /// r o �� 3 m 3 MO • 0 0 0 0 0 1 c 4 W o Z c m • z II 6 t T '�1 Tl - 71 -rl LO O O O T m N W CO -I C - n V) = C7 1 = , 74"D 1 = co 70 r n n 70 D r11 c ; rn 3 O L7 1 - 1 -1 o , -1 3 z rn rn m Z c., (D p 7o I ' 11 CO IPS -1 N cc) "- 01 • < 00 OJ O I-` N -4 - \ 01 1 01 o V E b\ 1 N V - 0 ■--■ N V rn A 1•-■ 01 3 \ Cr) . �1 ao iv t.ID O F--` w V CO 7. 3D o W-_, qiNk 1 o c m o 0 O G3 m c, r., O — ' y/ H < m o . m 0 0 O CO 73 73 O 2 .0, . m . z Z N — - n O N N N 2 — m r 7o x x x m D — N O m A A A x o 70 z co _� — o -< -a NNN c n A m < m v v �. m N O A Z _ _ - C3 -I D W N IN) m .• q „ m 33.• C) .. z I � T M ■--1 r 1--+ + '� �, rk A O D I CO 142 0 2A >ko III rn D o N -1 r 2 O m < o m W T -I O } r c 1-I -0 x .-. A O ➢ -i o r N r A n s a y z a n: O CD m T (7 mzmz _ m N A x �I =o III >cn 0 III � - s N Ul c, -� to D II z r - o czc� = o fv - 0 o r M CO I M 0 3 N cn m7o ax -1 N-to p _ air X W m A T C3 m 2 /I/ , m... -.-1 0r W.. v fiz Or = O rz 1.--- < c) z N z II o o 'T' VS -I CO Z 0• v - . = c�(D� mcn - z 1 3 ��- W }' - • O D c-) • N 1.,.I Cr w A O v n N m 9. O III O Z T- m O -ION 20 - m T 3 o • 2.- m o -I ,1:, (.0 ° � z 3 D g n x - W m � v � �G �o <D c V ; CO n m Z / .-o r-, D O W x m N / � H i n �; D ? -I ( W m 1 ,_, b" 0 go a, \I - , . < U' Y , L v 0 0 �l 0 m ",' ., _ .. 3 Z N n Z N I--` - w* m Irv 8 AO .4= • 0 0 0 0 0 W ' (./) (/) V) (Z) (n o .. = z m 1 "1 T m 'T1 a. n; m 0 0 o o - W = c IRO T (./) 2 C7 Z) - x co m C-> z D m rn x= m = m ,,, Z c� N o 7 7 z I II Co IN - I N (n : -' (31 • CO W W O -- N 73 .A \ U•1 I cn c c 2 N O -c .- r..) v m A I--. (31 3 o • Cr) , z N l0 I- -P. v L0 z Z o MP — [, , — w m o o -� 11, v m --i r m — — — — r' W r o m a N m n n co m7ornx n sx= - �] — —U1 CO rn n = 0 m o o p J emu+ n m70 � N — I---, m n - I z N v v = z 0 •-- N N N -I in n x x x m ��//�� n 7a A 7 x rj��• z�� m �� CO _ V 1 — J Ul �� m a m k k �k z RP _ _ _ _ o a) III ›- D w Ni N) m O ,v. O 4 -1 • N •-� id' - - -- i , m n D N • m II m r 1-∎ Om ° 8_i a f W co 7070 01 7, Cr •s X 7oDD O on ST > - \\ m z µ r 1-.+ V MD C = y ' r N m im 9i U'1 Z D D 3 G M m z i rn W o f -I ■ - 1 D m \ cn o r 3 ro v X I li CO a m. gin V & CO 111 m o CO III m M c O -1 p- D -i D r n o 00 co = Y.- 0 . N III W= c0 m,,nrnmm, CO W o O A O z a) O co f, - •• fox ' f; ..v2, .?, •f - •-;.' ' ‘i `;.' `) ' -.5 illop /// -5 N v. oo (7) A •• X0-1- CSI M. 70 3›. c m 1 -� "�° �,-D N III o c n II z� ti - o N70 czno m v o r N z ° { - m w f-. r O 3 _ ° z ° O fl ��' W m 70 D. X -I N v i ru my CO m - mnm= E m +' n z -I o o 70 4 vn I -I = o 2 m -I n r co m 2 W D Y O z O r - O r z A (b '' cx o m m M z N CO z II M. v Fla ` / - 7oz xn mcn- A F-• I--• / // O �.:; r O O D n N m --- m r l j I o v n CO m 5 I L m- o 70 - m - n 3 m O - n C D 3 3 . , -zzrn 7o o <D m E z o W x m D 70 G7 m II z N c -v C O n n n c'7 t fir- I1; �i N -0 �! O 7a z-1 z ➢ W --1 T II N - 1 D O m rn 70 co 70 n D '� _i r m k s --I r -I co o n ^ c • • r 0 0 r v II X o x.. zoo• 0 1-+ T r r r r r -P L7 ` O ' 3 m -1 r- m c' v T D �' r 3 " - n D O 3 N OP z D. 0 1 =_ n • 1--` 1 t SA+. . m -i H 2 -i W rn L o CO O m Q. a }., L 't . .. ... -I 70 z MI 70 .A W s v N r +*`; o G) 3 W• v v O O u 0 �, X N 1-- . O O O O O m D � i z N a . 11110 • a A Cr.) ' ° _ 0 N c N JJ 5 ' �' A CO - 0 D 2 cm T T T T T O O \ m O v M m m v W M = T C%! S D 70 Cn # < = co MO m C) z D m n 3 3 z m m m Z n (p Ca v i ) c 70 z 1--' II of m Re -I IN. (/) •-• U CX CO O I--■ N -1 4=. CTI ■ cr c (TI "V ,-. N --I N T 4.. 1--• (71 ,--I- 3 p \ M • m N.) l0 N �I 0 CO W W-1 C/1 C -mom .. W - - -- n,, c') ri II z o E O o G) m cz N -1v c) I: I C o r co _— r r co 3 N n n co ' m m T D — —I N - D x Z_= V) i _ CTi Z - 5 - 3 .•-•.. r ' c7 m= A m O O O N O o o r .-1 p CO X' .'3 — �.. V C r O N V) O O N N L _ N 3 O n r CO v — mo z II oo �kx x N m CO r/� D N V m - CO V� c A co A co c7 • N O VI N N 0 C4 — 0 C -1 0 Z A o no no Z7 V 1 -4. O v v v v 0 3 Z c) rr r• Ov —I o) 01 4k rn O • m m m m z N 1-- (D ( ■-• N co D m r ' — r d v d C) 73 • 0 m •. .. Z o rtrr r. m c,-� z co — — — > v 11 co z D ' N -1 n N F-+ 0 •-, -1 3 N lD 0 0• Z m m N N p a W 73 C O D X X °° s ue > k•p c+ O O O W m Z rn A z (-1-1 O co O O CO E y A c = c 0 '-, v, v i N c,- 0 cr D —I G) 0 73 o p'" II O A r r k�k - CO Z A w A ti �..� ' -1 rn 11 V) - 0 n V :, . m D CO CO z z V) V1 • C) .. .. n I a z a O N V .Z1 = � -o 11 ,, ■ { IIr4` x r r r• no -- n -3 O D m CD 0.� cn + � a Cu a n m •s A N N p ( ' � \ col 11 II E ° A x _� x W W N 1--• 3 N Ifik O t0 O • W A •• A tD O , JD W O 7D III N O N O m t0 co _ rn " ' ''' W T, m s ° n O Ay Cn U1 x y y -° . o 0 LT, x I C ,, cn N III Vi _ >> °2o . co o ,--,- x c n - o \ W I° \ \\ � ° =� O C CD O m ? t A o o -3 � W (n O (1) m m r o i ° m �' °~ x li i V !7 m W >< m ts ° N 1 01 0 W m n x 0 III // / m o co m A cn m r) z = x � m m , � - 1 z ` ' 8 `' v - 0 ➢ o∎-. zor . N 'O Z 71 . co z N n " m OD O L') m co D c-r O r G') O • D 2 m m < z rn C) m ';V O W c) D o ➢ t, z 1"' U1 W _ x O S 3 N ) d ! n • .A. CxN 1' ' U7 T m m 4d O z co r� III J / //� co ° . G) W F--+ O co o oo rn O • N m p to N ---I n Z m � ., s a MI o • mn mo n � "' o —I r 3 N m v V) O —I W CO --I —I co m m➢ - o C O n n n n v o D- Z M M n � D -- z m �I -I W o . 11 0 = 1-1 •T1 f r r- r- r 1 ,, p O cil 3 co — 1-m , a - i. o Z O + X _ / W m c') D 0 3 N >d' s. cn c. • '-' 1 .'' — pv , .. GO n N F . � // w - 0Z m t � as ll O O O rT') to c t D -� . .__, N I••� V L LO O D - I z V) D O).- � rn MN m W 0 O O 01 wr: x N r @ •, , � N IV V) (/) V) V) V) ° ' -0 O z 'x - n - 11 'r - n T ,t 3:_ O O - 70 m n, D rn - � o < = a 3 z rn rn rn a - m z (-3 CD 0 z II v 00 OR --I N V) , - 01 • -� c Co E W N lD - O .•• N •I OS o N T z - • _ _ _ _ _ 3 ➢ co m • —I v 1 c m o o N 70 T -- I •0 0 - _ _ r - - 1- O -I CD Ln m c C O co c7 M 2 2 - y m o m o o co 70 70 0 - o aom z v'oo o .-• N N N = y r x x x m m v A A A v D N � z co A r x ►I r 0 - N N N 0 Cj] O A _ _ _ - I ➢ W N N m co 1-+ - i cn I--, (a c n O Z N Z Z v O h U1 m . r w IV IV o z N o nA� x PII - �� , rn rn D. 70 N N E v �, - p ,.,,,,.,,..,„. 2 ;2 : -"' .. M O r CJ m ),- z o 3 CO r C II < 2 cn O cn D N A ° ( - D O 70 Z O -I a N So U "1 riii: A -1 D ( n x , x N 0 0 I � 11[41 - � A o m n. 0 0 0 ,-r n n '4DO r z s . n cn• II .p . c V „ Cn > o co J I 11 x ° a 01 V 1 k1 i .s U1 . c' fD 0 =1 I z o z D ° 8~.. tO T -I= -0 CD = II O r O 3 < T m m 2 M m cn o - 1 o c 70 2 m o E 2 oN c r co . -» -0 Ma ➢ � �. o r z � c . z o c� z I o0 ' co c� z r- - N m m n I - z ^ 3 - O C O n N m C 'O . 0 r )--. 0 \ Cr C - t) -I o • i' \� CO - O O O n CO m 0 7: z V) 3 A v O r CO Z m C - m N T H 0 W m m .v T 3 O 0 v O E o n Oa 01 T 0 C .-+ D 3 O O v - p 1 3 H M Z z ➢ o o CO 2 m rn n m 2 7. m co ➢ A O 0 -I o m 0 o r - = Alli C/) O -I Co co -I ---1 o o 0 W z c D. II z N c - D = O C) C7 C) C7 v co D. w - I D 70 - T c c, . o m c o • • r o o r ) z o o -- o -+ - n r r rn r r o �' 1• 1 0 Z D D - n N N ° go G) C7 • - n - n . po - r- W c o v O O V O fll r0 n 3 N N m ➢ �c • O 0 0 0 0 . o N y O W D v v 73 0 V) V) V7 V) V7 m V V, , m T - n 'n rn N = OP 70 rn n 7D D m 3 O O --I m fl, -4 3 z rn = rn m z c-, cD o c 9e! -I N (l) m CTI • co co ,.._,`"" O N CO -i 4. \ U1 1 v z C N - 0 N v - -n A 1-- U•1 rn 3 N LID N . z O1 �I N o m o O III -0 o -{ G", — — — — — r- - n r o p m n n O O n rn = = m I ..1 c> - moo O 7Z 2V ea - H �I = O W i — D — O 70 A A A W C4 Z 11 \\ O --I (n (n (n C CA u — 123. A ■ = m m Tii D (D -. ._ , — __ __ — —1 W o c ......: „..t. O r � . rn r W N Am '" n E . L • 1f ��� O N 1--, °a 3 c n > l0 �I X )ICI ��� 01 ch z (-51 II V D o "'I Vn n z al - r v y O ° * V = N .. % r c i O C k O m N N Z cn r O c m N II A W O o r o O - I in O r O X ' '1 X r D p O rr CD V II 01 .. J V L X L. 01 c o, -,� II I -I O -H � � CD = = rn m -i <n o ti z '� i --� �' (n 7D = =c - 1c - n m ° l 0 O ;{'v�„�f k. - i c1 I O 0 3 (n CO M (n no z o z ° w � 0 m 0 m n m = E XI o 01 -i O G) v n 0 o m o r r- Z s 4. fir m . z 11 00 v a A 0 ;•� -< - o r • w D� o v n w m o r -i Z(n DA A -. n -n -I 3 D. D O A - m m 3 C") z m 0 -4 4 m C D 3 3 . o z Z z rn . a 01 0 rn E z E O c D o Z m (n n m= z y ' -I D PO G) = r 0 rn a4 m D r - z (1) 0 --I CO CO —1 —I G -1 W z v �, co m m 11 z N C C O C „ 1 r. O A D CO - 4 •') C7 C", C'7 D cn n — 1 -1 r O n n r o o m twi,', o z o o --• O - n r r — r r A 3 o D <_' T ° O m Q, PO z N r--∎ v O O v O F r i p -1 3 jtpi O O O O O m z cn N N (n V) V) V) ''' , N m m m m T 0 n (n C NO m V) = C D 70 N 3 7 o rn c') 7o D rn n O D ∎ -I T o , -1 3 z m = m m Z n (D o 73 I-• II m A --I N V) '- (.31 • < 00 co .' O 1-' W —I •A \ Cn , v LO • \ i 01 N (TI - o - ) v m A h-■ O1 3 gaP p \ CX, (y. N l0 N . ✓ v W u. _ _ _ _ _ o W ■ 1 o m o o -T v o r -{ v o r - O m c, n O ■ - I 0 cl 2 2 Lyi I O 4,1 r 7D 0 N 0 o _. - O = Z (n - D N N N 2 z n x x x m ->. N 0 7o A A A W CA V1 o m N N N c x A 1� ►� m m y o iii. - �, V, z �.) 1k 4k m 0 n W N N co 1--) Z 1 1 - . z z „ - - _ -1 o cn _ - - - 1 » . 1-. ,I, - n r N ° n o l O N 8 . � n y ko U � � . 1\\ rn z x �1�1 n o y f, = V A• Fr V C ) t a z O Ql = N i s c, V `" fi r O O O m o g o m o N N r © C O m N II < m A W CD O s' '; w O N o -1 Go n n c I o r CO � / A r O o o N o o 1 z C V o II Roz i C7 V - - X =I CD of O + 1� A 3 D c m A a cc, 7o czc)o o t0 l0 h's O I o r 3 N o o w 0 Co.. .. --I cn o mo - r1 C) m2 v n � C)m c v O o r z z W `'; z O. v PI 3 '1' (� N m ,c 0 o o . o w O7 , g , . «. D 70 O n O -n c o , D O �::: m 3 c z m o -I , = -I o � ^I} m .-. c .. D 3 0 d oZ .-.ZZm = 73 o < D c -1 O m Z z -i 0 = 0 Co = m V1 (') m 2 , -1 D A 0 #1. 2r -I 0 m -� m D r z -1 CO - ') ) C') Y - • C O C) C C , -1 D w cn '0 co --1 D 7J - 1. -I r • o C') • • r o= r r r 0 z 0 0 1-1 rn r r r r r .p : ? t ;r -; . . 3 CO 0 ?1 - 7 . MO z D D m D N L C • 1--` = c, T N - 1 W z z CD G7 0 �I O O V O m n 3 N I--- >it:: m m MIA • W 0 0 0 0 0 . ?_�,�, N v, O W A o - in T m m - n n N c 00,4 - n (n = CD O N co 70 r c, 7J > m 3 O O E -I T v - 3 z rn = rn m Z c) CD 0 1 C 7 7Z) = -' II CO API i N (/7 •-, 01 • - - CO co O •• W -1 A \ (J1 ■ V c CO • - O ,-■ N - N - 71 A I--• CTl T 3 N co N . c° V .• , • 0 m oo ,- v ° -I 2 m o r p o. m A c p -I II y II O 3 A r i . o Z A A - c4 2 -I m A .. O O ..-, Z — — — — 2 = G� .70 D W N l's., m N F-- Z --1 V) 1� m mC V) •• zz V 1 _ — _ v v n cn -I m o r N 1— - '•,‘N cr1 n O o N cn 9 a s c G> - \ \\ N r 2t O m N = 0 = y= II O D Z VI Z 11 C 0 51 f 01 n c n "' x 1 . ♦ v W V, C 1 r _ >< 0 7c OD II , ` i Ir \0 - N o No 3 38 °A CD r n o ii. ' O A -1 r `' „y n 7C D 0 a z r- x o v C./1 r c.zT r„ s m. i n r N111 A O m n AE m CD tn w 2,m u -, xNm o > cn o > a ° ° . o > 9 ,^ C7 \ X ) � cS1 c" N N .. - O nc c � r + A ral c n cf m— N cn cn n � cz z o o � —I� I 03 N I. z A ° ° W w .. -I v, v ° my nc�m2 Z pO --I o 0 A O 70 m A r Co . "o 111 o r z z Z II 0 0 m O z 0 - n m cn - d �--' cO �orr m c CT w oo o� z (n O O X Awe ' V x � (n m II /// m n�D C O Z ■•-• Z Z fn 3 . lik . 0 A C7 -< D I 0 0 0 o m Z c - 0 co 2 m -I D .'D - 0 A ti = . --I 0 m -I A! W m D r - z (1) D W W -� -� A C 1 'N E_' cn W n'1 m II z N c _. D C7 C7 c) C� T 01 OD r Q/ ° n O w C • • r o o r- - = ::, z o o -- � 1--1 - n r r r r r p - T a p W t It m 0 0 ° N V-+ --1 0 0 --I 0 m F D m N -{ vim W 0 0 0 0 0 ■ x N 0) V) V) V) V) V) I O (./1 n - n T -- n - 7 C» p A N C IMP T V) = 0 0 70 N z rn 77 > rn z O O , -1 -n a -1 3 z rn = rn ft --1 m c z - II We --I N (r) - c.n • ca Cb Co O F•-■ W - (.T1 . "---- 01 , V 01 z C 1-+ "D - N V rn A V on --n 3 MP o w l0 N .� a o o0 m o m 1 c7 - - - - - r m r o F'' m n c'1 O - y III- -h- G H m o o O u I � m co 0z � - Z ➢ N N N 2 1--� z n x x x m - - D 0 70 A A A Cin CT - - ' 70 11 A x T1 a_� ›..< O R1 m - - VI 70 CA is A �� �, c71 1)1 Z r. _ _ _ _ O CT) = G7 D w N N m cD A N m r. •• Z Z II CO m r N pp . -i ' m z z z , W W X A °o =- -,-1'A IO X X D O 01 MIIMMIIMMEMA • n > III N • -o ,, n * CO O m N n z A o V V N '0 D Z N motnacomtn=mcn •-1= z l0 N ° O z . s O O m N U I A W m co mxxnmmm-1 o X x ,� x m p! .a ° < III III CD CD n N CD o N N n N O co I r N y a CID N W I o x 8' .m 3 D c z m N c II •-• z H N Z7 c z c� o o -I� 003 N a v o o co N CO gio m m m= V W - o G� x W cr Ut o O r Z li ', 1 /// - o r- z II o -° n CO WI m I j -I O r ry p `i t Cr 1--, 'a- O O O -I Z N D V .7 -P 1-7 H n m -1 O il ➢ o c MI m m 3 ��11 = x x--i c7� NM II (.31 1 x �� /4' m.-. c.-. D3 W 0 Z Z Z m 3 01 • - "-- c m 0 < ➢ v -I O m $ Z o c o CO m x m = r D. 0 m - 1110 0 m o D r - z V) D -I CO CO -i -I ,. ' V V - >< NM c o m CO II z N c 1' 0 a CO - D .'D - n n C•c--) c•c--) E - 1 D 70 v1 0 c-) c7 • • r O O r - = o z - o • m r r r r r- 4,, x co G'7 m D op z D 0 , o m D N o .p 1--' W o 0 GD GD o N V O O �1 O m x•- m O O O O O , N O W was a o - n N _ c V) LE) V) • 0 T T1 m T T CO n co c 70 rn (') D rn O —I m - O a 3 z m m m Z n CD 0 c z 4 II co MP -1 N N "' cr • CO CO O Co - I 7. (T1 \ 01 i v = C N . 77 ,- N V • N - n A F-+ 01 n 3 tv l0 N . v �v co W co 0o W W —I to C m t-' co -1 - - - - - 1- 13 � ' ' � ' c v o r ° 0 o 1--' - I '-' I O3 n 0 s 9u' TT x- -Ito �xx U� - H - vg _ �-' �-' F � F-' N Z - .-- r T n m S moo 0 - - I '' N N N N V O O r - O W .� .'D . 7� N N N N U'' 3 3 C r O N O D 4151 p:I r.1 F�•� — '. ,� ; N N N N3 W 3 0 n r CO •-+ _ — � u v "` rrrr r m0 0 II oo x x x r7 !�7 _ W W cc cc oD .'O V1 Z C A m .A .3 Lh D C N V . - m r � 0 0 0 0 0 a= n• N - -0 CC ) -0 = MINA - V 1 — 'D O O O O O C - 0 0 N 'O '9 '� Z7 tt s r) r, n o n r r • O - o -I -o 4k 4k 4k _ _ _ _ 3 T T T Z to V W N N m O D T r $ ' " r r r r r D1 0, n ZI - 0 T •• z z t, / - - - - _, - O 0 O 0 O r'r cY • m c) -1 0, o, 0, 0, 01 11 0 n �' - ,,, l f,:' ` a 9. a a 9. '' -' C--1 3 - N .,-, c 0N . —z m m 01 , m %' >Y , 9 ., N d 0, . W „ D 0 D o4= > ,.> `1 rI,-+rt,-,- 0010) m z 0 g oy ""z Cr O N O CO y z c f 1--' h-' M-■ n S N) r '� T. V A N O N m,- C* D —1 G) X i' m '.'. O O- -1 o = 01 r + 00000 r r - n o a ,1 N N N N N D Co Z to 0 A. p * m 2PI ,- II co co 3 o v c i N V 71 CT • n *k O ° z O A 0 cfl C1 N) 0 Z O O l - - A G) z `x r r • 7 T -• G) D T ". .•, .p, '' Cu 05 n rn a s. p z 1--' •. 0 co ^' ' e Y (11 01 (.0 0 N 445 0 O O T 1 O y D • ` • > I1 m . . O z o 70 X cc 11 - A A 0 t - „ _° N — o 111 i° a o = J II N ■ t"r U1 VI c' c _ IlriAL z f ! 1 = r V LSD aim O c m 21- 'z(nrnooD 'Y'' ' V) 7 T m m CO -I v f w W --1 r m to r N O. I aA = ° ...... 0 1�. vi m.-' n O nO SSz p p � �,7 N S C o o 0 (T1 III ��� - o n O O I .v r D o N z, m z 3 t7 O .. .. .. n ' O © . O (n m I-- -o i �� D ~ ~I--'m0 -0 (b O c . P M V m (T, v _ w X D -P rwom O , V O ` X S N • C - 0 M A A N W n -CI IC - m i v z 7:17 D -, T Lo X � r J cr, -1 D Z o to v C7 r 0 CD r l cn V 0 o r D M D T r r r r r ° II c „ 3A ° n Ur Z D o n D N x m • c • N G7 C7 -, x 0 n O W ix • \ 20 Z O z R _ O G7 --I I 1 D N r v O O VI 0 00 .:. D O 1 r x 3 IMP . 0 0 0 0 0' N e w =� r W ,� o L in �?i W 11 a r, O W - -o -o -o 'A � r. '7=. ' o to o v, z _: r1 7 T TI T ICI '''s • 1 v o • Z y N W " // . c' to MP - n (n Z O C7 70 . ' �1 z 0) i2) rn C) 77 D rn g c t 3 3 z rn rn T ® �1 -, Z n o [,7 N 70 � r, 01 z ,-' II rya ' < MP —I N (A m (.n • l' .# w O Go O N# s rn 1 U --- U) I U1 0 c O ` ' \ to T .- N U h 3 91.E o w to W O1 �I O Too - no v1 7o � -I v c r• I--. --1 .--• 1 o - 0 m n c p CO c- 2 2 - y - F-+ mp moo O VIIIII - l --I W A Pi *el < CT 7D M Z N v p v1 - 2.< O N N N 2 - C„I A - o 1 n x x x Ill m rn P CO 70 I 1 W rM -I cncn<n C MI - - II � '_ x < o m vv V A...1k n w N N m O r ' - - - - -1 E N r) z N z z v II 2 -I -1 Cn M. r N #I! > o `a 2 , v z A. 0 3 c a s C W .. `. z = --I O Cn Cn O O C O w V a C V. s _ II M 2 r .--. O N �° m n, O 7 D p (n - i D O 0 .O - r p O 3 W r - II O C").. N d P o (�-I- o o V co = Z W x i• D - I I W ' cn --I D w 3 II L .. A r N ill' col x = a r „ n m y 7A z= c oi o v m o < ° O c n O �-+ 4 h-■ PPM o .. =1 ... l0 A C7 w z • a a CD Cn • > N C7 ■ na ° a = a - 5 y N -, y o > O x II Z O , 3 -I cn - 0 C3 z a ° +#: O - 0 3 N '' o ° O 3 0 -I N p T C7 m = 2 n p G"i ,.. mo v f m O m n r w «-� v I--• � p A Z II O Z m CO r AC O z 0. m v I _. n - N T • CO Cr } 3 Z Ov 0 m ^' _ orn z ND 0 z o m p m -, m m 3 io �. -I rn m -1 O O n D 3 3 o n z Z m mD 70 p <D m E z - DA vco2 m z< n m 2 z p D a m o -1Dm-- ... o - I , I - - _ V) z C7 - W CO ° _ ry 0 co II z v) = co 77 C O C) C) C7 C) T „ O .--• cn p --I �7 - I O .-. . 0 C•) • • r C7 C7 r r k o m z o o co 0 o 0 rn - o - - In r r r r p . 0 D. 7o v- P z D tt - n e v) y L7 n • r '44 y N R, - 1- C) 1 `,u` 3 rn o N V O O '\ O m , Z N 3 m m FPM • O O CO O C:) ■ _ n in O W "� '� '� 'D � "� co 3 z V) V) V) V) V) "- ' n z rn T T rn -n ` z L� $': cm CA WO rn V) = O O = 0 co z r' C z D rn o -1 a 3 z rn = rn •-I z n (t m 0 [� ( Zl w ? --I N V) m (J co Co O w --1 Ul \ U1 ■ --- z I✓ -- --- o1 N cm .�1 - h-■ Cr -r 3 R o CT rr m w lfl (..J . o v I--, ' � FOR TECHNICAL INFORMATION: 1 800 SE SPECS 10.. `'` \V)>SEMCC:1 Southeastern Metals Manufacturing Company Inc. 1-800-737-7327 HURRICANE ANCHOR Design Features: • These ties add increased resistance to wind uplift. • Eliminates toe nailing utilizing correctly located nail holes for fast, easy and strong attachment of rafters and trusses to plates and studs. Materials: 20 -18 •au.e •alvanized steel MENSIONS$ FASTENER.SCHEQ '� f T Y ; tiq, k` , .+L3 * ?r.. t 4 it DI ^}° }`,°''"✓" ALLQW ' • .�'._ -c.�• - .417,3:75'' ,, , • .. x >M a . 4 i 1 1 d.t , s . 7- r } 1 ' RI r PRODUC , tad . 1 4' . ,- * , '' r, ix` r 4 `LA f n t :1 , �.r �a' ;,! • r a� ' , «: Y -LATE - STU I lfatlon 6. M L l 1 � 1 - :, $ ' At , Ea , ' f ° AZ: < iv = ' im,1 q 4 , WI 5 4 4 4* 145 95 400 510 480 520 500 ' .. , r WkF1x -' , U k.. "v,U� 0 . `k 4 + K " 2l ' g ` . ... ` �� � x.".15, . iM1 : i . , `k. '� h. , tV , , 1tw8 .. •• . 0, , " „I' � £ ,: w , `N r , ' 4 Dbl. Long Tie RT10 20 10112 8 ., „ E3©m 100 Reversible RT12 18 t 1/2 4 5/8 - .,.:. 4 , . 44 _ . . . 4' _, 100 130 . 380 . 380 - 1 . 100 4. Truss Tie HCPTA 18 21/2 20 8 -- 8 — -- 800 990 960 990 50 FOOTNOTE: May be installed on each side of rafter for twice the loads when the rafter thickness is a minimum of 21/2• or diagonally when rafter is 1 1/2'. Regular and Longtie hurricane anchors also available in 18 gauge. *Alternate stud plate application. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. 1.149 91011k toe nails from truss to top plate equals 300 lbs. additive to® 1.1. ,� H listed lateral Toads parallel and perpendicular. SEE GENERAL NOTES: 1, 2, 3, 5, 6, 10 � i CODE COMPUANCE: S.B.C.C.I. #9166, #9320 METRO DADE COUNTY REPORT #92 0830.6, w Submitted 1/93 for a National Evaluation Report (NER# Pending). '~ �� W { -- , DOUBLE - f TRUSS . ! LONGTIE l 1 j •. \I W � �• RT10 ® me , REVERSIBLE TIE -• REGULAR I H LONGTIE H HCPTA - _ • HCPR /L HCPLR /LL H RT12 sill ! _ Al �� Al Al �1 � � .f j 1 / ' � ,"" May be installed on each side of rafter for . / ` ,,_J-' twice the loads when the rafter thickness is so A2 ,,\,, � � ( a miminum of 2 1/2" or diagonally when ,, 1 \\ rafter is 1 1,'2 ". '''- Rafter application Rafter application Rafter application ~ 1 112 ° — r-� N I - TOP �j� i i PLATE io ! i {! 1 ,' ties installed diagonally a a r , ;i from each other �' 2 12' � - Stud application _! - (MIN) Stud application Stud application HCPR /L HCPLR /LL RT12 — 1 I: (Available in left or right) (Available in left or right) —TOP litsk PLATE ties installed back-to-back 37 P. HEAVY DUTY TRUSS HANGER 16 & 14 GAUGE DIMENSIONS FASTENER ALLOWABLE LOADS 40 " SCHEDULE SIZE PRODUCT GAUGE FLOOR ROOF WIND / PER CODE W H D HEADER JOIST DESIGN DESIGN EARTHQUAKE CTN LOAD LOAD UPLIFT UPLIFT 100% 125% 33•/ 160% Ow 2x10 1 THOS210 1 16 115/8 9 3 38-16d 26- 10dx11/21 5550 5935 3180 , 3180 20 1 3/4x9 1/2 -14 THDS1795 1 16 1 7/8 8 7/8 3 38 -16d 26 -10dx1 1/2 5550 6935 I 3180 1 3180 20 2x6 (2) 1 THOS260 1 14 1 3 1/8 4 3/8 3 18-16d 14.10d 2645 3310 ! 2275 2730 10 2x8 (2) I THOS280 1 14 13 1/8 6 1/4 3 28-16d 20.10d 4115 5145 3255 1 3550 10 2x10 (2) 1 THDS2100 1 14 1 3 1/8 8 1/4 3 38-16d 1 26.10d 1 5585 1 6985 3550 3550 10 4x6 1 THOS46 I 14 1 3 5/8 4 1/8 3 18 -16d 14 -10d 2645 1 3310 1 2275 1 2730 10 4x8 1 THDS48 1 14 1 3 5/8 6 3 28 -16d 1 20.10d 1 4115 5145 1 3255 ' 3550 10 4x10 THDS410 1 14 1 3 5/8 83/4 3 1 38-16d 28.10d 5585 6985 3550 ! 3550 10 Minimum header thickness is 3 ". - --,2 1/4' \ 1 ,. ' • -- 1 : '----<.; fit I ----- --.' . . ' -7 lto /21l, I //^ NOTES 007 I. Allowable loads are based on National Design Specifications for Wood Construction 1991 Edition including 1993 Errata. 2. Design loads are based on Southern Yellow Pine wood species with a specific gravity of 0.55. Allowable loads for other species or conditions must be adjusted according to the code. 3. Fasteners are common wire nails for single shear (Two Member Connections) with ASTM A653 Structural Steel Grade 33 side plates. • 4. Normal Design Loads given in the tables are not adjusted for various durations of loading and are in accordance with ASTM D1761. 5. Maximum downward load capacity has already been increased for a duration load. when permitted by National Design so Specifications for wood construction not exceeding 25%. 6. Allowable uplift loads have been increased for wind or earthquake loading. 7. The allowable load uplift percentages shown, 133% and 160 %, reflect duration factors appropriate for different building codes as defined in the National Design Specification for Wood Construction. You should select the uplift % that is applicable to your building area under your governing building code. SE MC ©TM TIT"". HEAVY DUTY TRUSS HANGER Ale Southeastern Metals Manufacturing Co., Inc. )R'\W`xw c HIS 'KCI >In 11 v•rtcnvrn1 +r DATI 1130/ lndustr Drive - MC ksnrn•ilte. Florida 322/3 B.L.B. J.W.H. I 5/12/95 - PART IV SCALE. . .1ATERIAL SPEC . :'AGE. „ ASTM A653 Structural Quality Grade 33 (steel) & ASTM A924 (coating) THOS N.T.S. 14 Gauge (0.0705" - 0.0865 ") & 16 Gauge (0.0575" - 0.0695 ") 57 of 58 vo ::::: :::::: .....-... :::::::::::::::::::.: nom" I G RD E R TRUSS � v , i. pROD PR ODUC T ,:.:.:.:.:.:.:.:„.: ................... .:::::::::::::::::.::::: ....................... ............ ........... .......... .........:. ............ ........... .. :::::::::::: STRAP ............ ........... .......... ::::::::::: :::::::::: .:..-.,.......:.:.:.:., .......... :::::::::::::.....:: :::::::::: !..:...!.:.....-..!.:.:...!..•: ........- .......- :::::::::: ::::::::::: .. . . - -. 0. UP TO 5400 LBS. FOR RESISTANCE TO WIND UPLIFT • DESIGNED TO MEET THE DEMANDS OF RESIDENTIAL CONSTRUCTION FOR HIGHER WIND LOADS • DESIGNED FOR WOOD -TO -WOOD OR CONCRETE -TO -WOOD APPLICATION • WASHER / PLATE ADDS INCREASED RESISTANCE TO WIND UPLIFT • ALTERNATE FASTENING SCHEDULE TO ACCOMDATE NAILS OR BOLTS • 5/8" ANCHOR BOLT TO SILL OR CONCRETE BEAM AND FASTEN ON STRAP CONNECTOR • GALVANIZED STEEL STRAP <:: »: > <: >::: <:<: 14 2 2315 2745 1620 2780 3295 1945 6 3 2645 3135 2430 3175 3765 2920 t y ,, ,; ' , � - 1 2 !m 18 4 2975 3530 3040 3570 4235 3040 10 so 21 5 3470 4115 3040 4165 4940 3040 24 — 3970 4705 — 4760 5400 — w 'st\�?-- �FM Po METRO -DADE * � �lJ :��°^ .� #95- 0818.11 ° ! ` I� P - > ,7:..1 4,e0001:44::::.001 O F 1 -^ ` @pR ° H Oar- --10-gii 4i PIP 0 , / I.' fr 0. ,....,....,..01 ,...o.) , / / i v , / woo 6/96 ��L a ::: r, Y:: i= 1i}:: j::: is2::::::::::: i:: i:::::::::: i::::.: ,i: : ti:>: ti.:: ::<'....'- '..::...y:....... n: i +: .: .. ^:: •:.. .;.; :i " : 4: 'i:iii:i ::: :`i:ii: :iii..: :::::. VI :.::: :\till:m). . :. ... .......... �� ..:r: ...... ..::. :>:. ::`:.: �ii J. .¢i::i.': %)fi iii: ?,:iii :o-:r:::<: i.. f1 ::::S :i:ii:i ;; ? :::: $ :::: r . :::k( .�:':::.:: ::' :.; ' ., : ::': ri:# e: 3? i3# E::::>?: ii+ i::x3i:: ?:';.:: :.::..:::..:.: .:,..,..,".:. <: �- � y .. L TM FOR T ECHNICAL INFORMATION: 1 800 SE SPECS Southeastem Metals Manufacturing Company, Inc. 1- 800 - 737 -7327 Oa . , RAFTER TIE Design Features: • Tie straps meet a variety of application and design m load conditions and specifications. _____..—w • Use when tying rafters to plate, anchoring studs to sill, framing over girders and bearing partitions. o Materials: 18 - 14 gauge galvanized steel 1 1/2" WIDE 12 GAUGE FLAT STRAP Only available flat FASTENER ALLOWABLE LOADS SCHEDULE SIZE PRODUCT GAUGE DIMENSIONS WIND / EARTHQUAKE PER L CODE UPUFT UPUFT CTN am NAILS 133% 160% W J L 10d 16d 10d 16d 9 SRP12129F 12 1 1/2 9 6 1 870 940 1045 1125 1 100 "" I 12 SRP121212F 12 1 1/2 12 8 1165 1250 1395 1500 100 16 ISRP121216F 12 I 1 1/2 16 10 ! 1455 1565 1745 1875 100 18 SRP121218F 12 1 1/2 18 12 1745 1875 2095 2250 100 a R I 20 SRP121220F 12 1 1/2 20 14 2035 j 2190 2440 ! 2630 50 22 SRP121222F 12 1 1/2 22 16 2325 2500 2790 3000 50 N I 24 SRP121224F 12 11 1/2 I 24 18 2615 1 2815 1 3140 3380 I 50 ma 28 SRP121228F 12 11/2 28 20 2905 3130 3490 3755 50 4 30 SRP121230F 12 1 1/2 30 22 ! 3195 3440 1 3835 4130 I 50 32 SRP121232F 12 1 1/2 32 24 3490 3755 4185 j 4410 50 SRP 4$e. N J 2" WIDE 12 GAUGE FLAT BOLT STRAP N 3 Only available flat � . f v. w DIMENSIONS FASTENER ALLOWABLE LOADS —__— SCHEDULE WIND / EARTHQUAKE PRODUCT SIZE GAUGE UPLIFT 133% PER ow CODE BOLTS UPLIFT 160% CTN W 11 NAILS NAILS BOLTS NAILS BOLTS . 1/2• 10d j 16d 1/2• 10d 16d 1/2• me 18 ;SRP121618FI 12 I 2 I 18 10 j 4 1455 1565 ! 1655 1 1745 1875 1985 50 21 ISRP121621F 12 2 21 12 4 1745 1875 1655 2095 2250 1985 50 24 I 12 1 2 I 24 i 14 I 4 2035 2190 1655 2440 2630 1985 50 L mos 27 SRP121627F 12 2 1 27 16 4 2325 2500 1655 2790 3000 1985 50 ' • 30 ISRP121630FI 12 2 30 18 i 4 2615 2815 1655 3140 3380 1985 50 36 SRP121636F 12 2 36 20 4 2905 3130 1655 3490 3755 1985 20 0 " 42 iSRP121642F 12 2 42 24 4 3490 3755 1655 4185 4505 1985 20 • 48 SRP121648F 12 2 48 28 4 4070 4380 1655 4835 4835 1985 20 54 ISRP121654FI 12 I 2 54 30 4 4240 4835 1 1655 4 � 4835 4835 1985 20 a 1 66 SRP121666F 12 I 2 1 66 34 4 1 4835 1 4835 1655 1 4835 4835 1985 20 z FOOTNOTE: Reference to the altemate fastening schedule on page 6. Other lengths and gauge sizes available. \ C .4 INSTALLATION: SEE GENERAL NOTES: U 1, s2e , all 3,6 specified fasteners each side in schedule to achieve values indicated. -, CODE COMPUANCE: S.3.C.C.I. 09166, Submitted 1/93 for a National Evaluation Report (NER# Pending). 43 -,__,, TM FOR TECHNICAL INFORMATION: NO 1 800 SE SPECS Southeastern Metals Manufacturing Company, Inc. 1-800-737-7327 4' - SKEWED HIP TRUSS HANGER (BOX TYPE) L . . • ' Design Features: • Engineered for easy installations with convenient straight nail in design provides time saving proper installation. • Standard 45 degrees Materials: 16 -14 gauge galvanized steel H ,, ..: FASTENED 1110 ' „ <„ DIMENSIONS,. SCHEDULE - _ W ' ;: v GAUGE r ALLO ABLE WADS • SQL, PRODUCT ' r ' FLOOR ROOF WIND / - CODE DESIGN DESIGN EARTHQUAKE PER � W H BS. HEADER JOIST LOAD LOAD U CTN PLIFT " UPLIFT w ', BS STRAP BOX 100% 125% 133% 160% 10d 16d 100 16d 100 16d 10d 16d HHP 18 4 2230 2400 2400 2400 550 600 660 675 20 I+w 2 X18 HHP218 14 16 1 9/16 18 3 9 4 1115 1325 1395 1655 550 600 660 675 20 3X18 HHP318 14 16 2 9116 18 3 18 4 2230 2400 2400 2400 650 780 780 935 20 as 9 4 1115 1325 1395 1655 650 780 780 935 20 4X18 HHP418 14 16 3 9116 18 3 18 4 2230 2400 2400 2400 650 780 780 935 20 9 4 1115 1325 1395 1655 650 780 780 935 20 ° FOOTNOTE: All loads shown above are at normal duration except as otherwise shown. eirs ° ° INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. Minimum header thickness is 3 °. I SEE GENERAL NOTES: 1, 2, 3, 4, 5, 6, 10, 12 ° ° CODE COMPLIANCE: S.B.C.C.I. #9166, #9320, METRO DADE COUNTY REPORT #92- 0830.5, Submitted 1/93 for a National Evaluation Report (NER# Pending). .. lis i • Left Skew Shown - -: ' r _ To order Right skew, add "R ", , ' to order Left skew, add "L''. _✓ vo op UNIVERSAL HIP JACK HANGER Design Features: • A face mount, hip and jack truss hanger that fits left-hand or right -hand applications. Materials: 12 gauge galvanized steel DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS € SIZE PRODUCT GAUGE CARRIED FLOOR SNOW ROOF WIND / W H CARRYING MEMBER DESIGN DESIGN DESIGN EARTHQUAKE PER CODE cm MEMBER LOAD LOAD LOAD UPLIFT UPLIFT 100% 115% 125% 133% 160% qy •� � . .sir j 2X6 RI i w I H 6 .:" " ,e l '' `4,`i r 4 .p .. ? � Y c 2X8 RIGHT /LEFT HJC28 12 6 6 3/4 (20) 16d (6) 10d (8) 10d 2740 3150 3425 1830 1840 4 so FOOTNOTE: Loading published for total load of hip/jack connection. Header nails may be clinched on single ply to obtain allowable loads. 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