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840 Cavalla Rd (vault) =}' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD " }� ATLANTIC BEACH FL 32233 r INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031386 Date 10/10/05 Property Address . . . . . 840 CAVALLA RD Tenant nbr, name . . . . . . CHANGE FIXTURES Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ATLANTIC PROPERT PARTNERS ALL CITY ELECTRICAL CONTRACT. 840 CAVALLA ROAD 13768 WEBB ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 714-0131 ---------- ---------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL ING OFFICIAL CITY OF ATLANTIC BEACH i� ELECTRICAL PERMIT APPLICATION J ton b Date: Property Address: —_ ccsy Gl C, Owner: fl aYl+'Cr _P�De T Pu P;rS Telephone#: Contractor: A�f � IICQ i C '( ►yt Telephone#: -7(W –01y Contractor Address: b b f2d T6 X 3 5 IS Fax#: 9 79 —a60 R ov Contractor Signature: In consideration of permit givsP5KVdoifig the work as described in the above statement, we hereby agree to perform said work in accordance with the attached pfolis and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is O New Cr Residence ❑ Temp. ❑ New being done on this building r Or site,list the building Jir Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire O Addition Sq.Ft. O Repair Conductor Size: AMPS: COPPER ALSEl Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances, TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign MiscellaneousUaiviMrR4—, QA, e QA 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845. htta://www.ci.atiantic-beach.fl.us Revised 1/04 S tip.'-L�l;r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030812 Date 8/17/05 Property Address . . . . . . 840 CAVALLA RD Tenant nbr, name . . . . . . INT REMODEL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 Owner Contractor ---------- ------ -------- ------------------------ ATLANTIC PROPERTY PARTNERS UKON CONSTRUCTION COMPANY INC 840 CAVALLA ROAD 1745 SAN MARCO BLVD - APT #2 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 626-3824 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 155 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 15000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 155 . 00 155 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 155 . 00 155 . 00 . 00 . 00 PERMTWI&APPUOVED ONLY IN CC ANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BU ODES. BUILDING OFFICIAL .4 CITY OF ATLANTIC BEACH Cu ord BUILDING / ZONING DEPARTMENT D,. F ggms em 800 Seminole Road oerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTSUL ,.� Permit Application # DS 3 00 1 2— - Property Address: B 14O C'4nu-/A-C—� Applicant: U K-Ok� Project: �- TCI--CoOEL--- T7 rmit aropplication has been: Appved F� Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: ' CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Alterations,&Additions) Date: 07/07/05 JUL Job Address: 840 Cavalla Rd Owner of Property: Atlantic Property Partners Address: 1328 north Third Street Jacksonville Beach,FL 32250 Telephone: _904.247.7414 - Legal Description: Block Number: 26 Lot Number: 7 Zoning District: Contractor: State License Number: Contractor Address: Telephone: L�7 — ��z� Fax: Describe proposed use and work to be done: Renovation-reside the exterior, install new windows,re-floor interior,paint/repair drywall,install new cabinets Present use of land or building(s): Res Valuation of proposed construction: 15,000 What are the dimensions of the added space: n/a feet x n/a_feet Will the added area be heated and cooled? n/a New electrical or increase in service?—n- Add Add plumbing fixtures? n Add fireplace? n Add heating/air conditioning? n Is approval of Homeowner's Association or other private entity required? n If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? X NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. X NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan,is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that 2' ation provided with this applicat' is correct. fit' Signature of o eF- 11--V,1A4vrP Date: J 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 bptrudect and that the plansand supporting data have been or shall be provided as required. Signature of ContracDate: 'f.Z 0. a-5— Address and contaf person to receive all correspondence regarding this application(please print). Name: Jokt--i 1 6 N 6W__zq Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of 20 . State of Florida,County of Duval 7ulie M Hoynes Notary's Signature: MYCOMMISSION# D0126313 EXPIRES August 19,2006 Personally known BONDED rAR177"FAM WjM14CF W_ ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 0) State of Florida, County of Duval yy Notary's Signature: /� L Y JEANNE M.SHAW �q ' __ ❑ P sonally known MY COMMISSION#DD 435996 . EXPIRES:May 31,2009 Produced identification /) ,yPf he: aonc�arnruNourt autucuna""K•r' U)6 V LA Type of identification produced G (aoc� LF3a { 4 (Q 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atlantic-beach.fl.us Page 3 Revised 1/04 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION CHECKLIST (For Alterations/Additions) APPLICATION CHECKLIST/REQUIRED SUBMITTALS 1. Building Application Form 2. Four complete sets of plans including detailed site plan 3. Recent survey 4. Owner/Builder Affidavit (required when owner acts as contractor) 5. Energy Sheets 6. Construction Site Management Plan 7. Recorded Notice of Commencement 8. Tree Removal Application if trees are to be removed or relocated SCHEDULED INSPECTIONS Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection, please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up: Framing, Rough Electric, Mechanical and Plumbing. (This is different from other jurisdictions) 5. Insulation 6. Final Inspection(includes drainage, trees, landscape and site inspection) Finished floor elevation survey required prior to issuance of Certificate of Occupancy. BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of$35.00 is charged for all re-inspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowner's association. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atiantic-beach.fl.us Page 1 Revised 1/04 1 , l 4 "`r 11:i;,1;1 .. -z`-. _ ....✓ .. `.�.<,..,f�_.� �i !.,� t r ri 1; tj L--ij r t _ - ��� _ � [ j;el �i } r.iiltj/i. tt '1jL� rillrjtj - C3 * 4� r...L7 rft1; l+j ;t N jl1t�� 't111,1 4,C,l'L'Y Y 2 0 1 T {FI ij f f I!�r t<<� r i lr i j+iii r r t r -, �1 i i _ - JF� {Sa i rit j,!_l�i Ilrl . :;�1� 1-r-i .. � �-ssv=• v rI1,ai ,. �1 tj ne`r r - �� Cavalla Rd.Unit: 840 Firewall -Front left 1 "=4' in AI ee Two layers of 5/8" firerock, fire taped or fire calked at all joints and floor joists, on all walls including trusses. One layer of 5/8" fire rock on the oftom of the soffit in the kitchen with fireblock between the studs. 0.64 00 Q 2 ti . All 0.63" Caval la Rd.Unit: 840 Firewall -Front riaht 1 "=4' Kevin Alaee Two layers of 5/8" firerock, fire taped or fire calked at all joints and floor joists, on all walls including trusses. 0.63" 0.64" Firewall -Tom___. 111.4'_ _1 Kevin Algee Wall between Units will have 2-5/8" firerock layers on each side of common wall with 1-5/8" layer on the underside of the roof decking extending 4' out from each wail, braced with a 1 N211 on the truss. 0.65" 0.63" PM0.75" 48.54" Cavalla Rd. Unit: 840 Firewall -Side 1 "=4' Kevin AI ee 0.72„ 0.64" 0.64" 0.63" 0.63" • Exterior o Siding • Replace all existing wood siding and repair existing wood rot/damage. Install new vapor barriers and install lap siding. Replace all windows including enlarging upstairs openings in front and read bedrooms. Replace siding in the rear including installing windows and or doors so that all units are similar in the rear. Repair/install floodlights above each unit's door. Install dryer exhaust vent. • Install over the stucco: 1 x4 furring strips and then sheet with OSB, install vapor barrier and hardiboard lap siding. • Install `Breaks' (2x4) between stucco and wood transitions where there will be a depth difference due to covering stucco with hardiboard • Trim out around all windows and doors with uniform trim (1x4) • Replace all 4X4 posts on front porch with decorative porch posts • Replace porch lights with new fixtures • Replace all exterior doors with new doors and screen doors. • Prepare storm shutters with anchors in trim and pre drilled screw holes in plywood according to Atlantic Beach code o Prepare and paint • Prepare entire exterior for paint: Calk all seam 'oints; cover any showing nails. Prime Entire Exterior. • Paint Entire exterior, 2 colors for body and trim, � ing and coverage g o Landscape • Re grade the front yard so that there is a consistent 5-degree slope away from the unit toward the street. • Lay new sod in the front yard • Install new split rail fencing in the front yard 3 feet from the road to accommodate egress • Plant trees in between units • Clean and seal asphalt in rear of units, paint parking spaces at an angle so that there is room to park in rear/sides • Install new fencing between units and building • Interior o Baths • Replace sub floor where necessary • Install new tub, tile shower walls, finish drywall, install new vanity light, and exhaust fan. o Repair/Replace drywall • Finish upstairs ceilings with new smooth layer of 5/8" drywall to finish firewalls. Create scuttle hole above stairs in each unit. (The new layer of 5/8" drywall can be installed over the existing ceiling or the existing ceiling may be removed and the new 5/8"may be installed. • Repair/Replace walls as necessary • Install layer of 5/8" drywall on the `soffit box' in the kitchen to finish the firewall there. • Install extension screws where necessary to ensure outlets are flush with wall surface. o Flooring • Remove all old tile in downstairs of units. • Tile with a travertine style tile: Entryway and hall to kitchen, dining area and kitchen area. Floor in the rear enclosure. Bathroom floors. (Leave living room area for carpet as well as stairs & upstairs) • All tile work to be installed level with no dips or rises. All tile work to have a 1/4" grout line and straight. o Finish trim work • Install baseboard throughout units with quarter round where necessary. • Install doors on closets and replace where necessary throughout units. • Install new ceiling fans in bedrooms • Install sliding glass doors between kitchen and porch o Back Room • Finish back room with two layers of 5/8" sheetrock on walls between units, a layer of 5/8" on the ceiling and remaining walls. • Install bi-fold doors in front of laundry area o Prime and Paint • Prime all walls as needed • Paint all walls with selected paint color • Paint all trim in trim paint ' 1 r� , i i'VI 0 i LL , A � i Hardiplank'5 Lap Siding James Hardie® INSTALLATION INSTRUCTIONS Bui(ding Products APRIL 2005 SELECT CEDARMILL©•SMOOTH• COLONIAL SMOOTH®•COLONIAL ROUGHSAWN0•BEADED CEDARMILL BEADED SMOOTH •STRAIGHT-EDGE SHINGLE PLANK© IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE'S WRITTEN APPLICATION INSTRUCTIONS MAY AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID THE PRODUCT ONLY WARRANTY. HANDLING &STORAGE: © RECOMMENDED CUTTING INSTRUCTIONS Store flat and keep dry prior OUTDOORS INDOORS to installation. Installing 1.Position cutting station so that wind will blow dust away from user or 1.Position cutting station in well-ventilated area;otherwise,additional siding wet or saturated may others in work area. mechanical ventilation(e.g.box fan,HEPA vacuum,etc.)is required 9 y 2.Use one of the following methods based on the required cutting rate: 2.Cut only using score and snap,or shears(manual,electric or pneumatic). result in a.Best: I.Score and snap shrinkage ii.Shears(Pneumatic or Handheld) g -NEVER use a power saw indoors at butt b.Better: I.Dust reducing circular saw equipped with NEVER use a circular saw blade that does not carry the Hardiblade logo Hardiblade and HEPA vacuum extraction NEVER d p joints. c.Good: I.Dust reducing circular saw with Hardiblade dry sweep Carry planks on edge. Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or protection levels,you should always consult a qualified industrial hygienist. FRAMING REQUIREMENTS: Hardiplank®lap siding can be installed over braced wood or steel studs spaced a figure 1 Double Wall Single Wall maximum of 24"o.c.or directly to minimum 7/16"thick OSB sheathing.Hardiplank Construction Construction lap siding can also be installed over foam insulation up to 1"thick.t Irregularities in weather-resistive barrier framing,sheathing,and/or foam insulation can mirror through the finished application. let-in bracing plywood or 24"O.C.max. The use of a Weather-resistive barrier is required in frame construction with siding. OSB sheathing James Hardie recommends the use of asphalt saturated felt or equivalent non-woven, non-perforated,vapor permeable building paper or housewrap.Note:James Hardie does not recommend the use of water repellant wood based panel sheathing as the primary weather resistive barrier.The weather resistive barrier must be appropriately incorporated with penetration and junction flashings.Materials must be lapped such that water will drain down and to the outside.James Hardie will assume no ; responsibilty for water infiltration within the wall. The first course of any wall should be installed over a 1/4"lath strip to ensure ;; t a consistent plank angle(see figure 1). Blind nailing Hardiplank apt stud from weather-resistive plank op barrier1 eather-resistive barrier I 318"from o ° ° ° fastener —� plank edge °o° °°° 1/4"thick lath strip leave appropriate gap between plank and trim,then caulk* I 'Space plank according to joint treatment either in *moderate contact "moderate contact"Qoints not caulked)or in accordance with the caulking manufacturer's written application instructions(joints caulked),see detail at right. t For application over foam insulation,the length of the specified fastener shall be increased by the thickness of the foam insulation. WARNING:AVOID BREATHING SILICA DUST James Hardie products contain respirable crystalline silica which is known to the State of California to cause cancer. Inhalation of respirable silica can cause silicosis(a disabling lung disease),lung cancer, and has been linked,therefore,to death. When drilling,cutting,sanding,or grinding products during installation or handling:(1)Work outdoors where feasible,(2)Wear a dust mask,or use a NIOSHIMSHA approved respirator whenever US OSHA PEL is exceeded or as required by applicable law,(3)Warn others in area,(4)During clean-up,never dry sweep. According to some medical experts,and the US Surgeon General,cigarette smoking can significantly increase your likelihood of contracting lung-related diseases,including silica-related lung diseases. For further information,refer to our installation instructions and Material Safety Data Sheet available at www.jameshardle.com or by calling 1.800-9HARDIE. FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. GRADE CLEARANCE figure 2 ROOF CLEARANCE figure 3 CONCRETE CONSTRUCTION figure 4 Install Hardiplank®lap siding in compl- At the juncture of the roof and vertical sur- Hardiplank lap siding can be installed directly to masonry iance with local building code require- faces,flashing and counterflashing shall be block.Hardiplank siding can asio be installed to concrete ments for clearance between the bottom provided per the roofing manufacturer's construction when the wall is furred out with wood framing edge of plank and the adjacent finished Instructions.Provide a minimum of a 2" or minimum No.20 gauge steel framing anchored to the grade(see Important Note), clearance between the roofing and bottom wall.Framing can be spaced up to 24"OC.Consult stud edge of siding. applicable code compliance report for recognized weather-resistive application to masonry block.A weather-resistive barrier barrier 2" is recommended between the framing and the siding. concrete foundation " weather- resistive barrier 1/4"thick Hardiplank° wood or metal lath strip lap siding flashing furring IMPORTANT NOTE •Install James Hardie®products with a minimum 6"clearance to the earth on the exterior of the building or in accordance with local building codes if greater than 6"is required. •Maintain a minimum 2"clearance between James Hardie®products and roofs,decks,paths,steps and driveways. •Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. •Do not install Hardiplank®lap siding,such that it may remain in contact with standing water. FACE NAIL: (Ail Lap Products) ** figure 5 BLIND NAIL: *" figure s Corrosion Resistant Nails (galvanized or stainless steel) Corrosion Resistant Nails (galvanized or stainless •6d (0.113"shank x 0.267"HD x 2"long) steel) •Siding nail (0.089"shank x 0.221" HD x 2"long) •Siding nail (0.089"shank x 0.221" HD x 1-1/4"longg) •Siding nail (0.091"shank x 0.221" HD x 1-1/2"long) $ • 11ga. roofing nail (0.121"shank x 0.371"HD x 1-1/4"long) Corrosion Resistant Screws Corrosion Resistant Screws • Ribbed Wafer-head or equivalent(No. 8-18 x 0.323" HD x •Ribbed Wafer-head or equivalent(No. 8-18 x 0.323" 1-5/8"long)Screws must penetrate 1/4"or 3 threads into HD x 1-5/8"long) Screws must penetrate 1/4"or 3 metal framing. threads into metal framing. Corrosion Resistant Fasteners Corrosion Resistant Fasteners • ET& F pin(0.100"shank x 0.25" HD x 1-1/2" long) • ET& F PanelfastTM (0.100"shank x 0.313" HD x 1-1/2"long) stud 24" — ' o.c.max. 1 114"min. stud 24 overlap weather-resistive o.c,max. o moderate contact barrier_ f - °' °1 blind nail 314"-1"; _ - - - - Minimum overlap 1 ° ° for Both Face ° - -T face nail and Blind Nailing weather-resistive min. 1Ilp barrier overlap 1 1/4"min. weather-resistive overlap barrier moderate contact x When face nailing to OSB,planks must be no greater than 9 112"wide and fasteners must be 12"o.c.or less. "See Fastening Requirements. FASTENING REQUIREMENTS: Fasteners must be corrosion resistant,galvanized,or stainless steel. • Consult applicable code compliance report for correct fasteners type and Electro-galvanized are acceptable may exhibit premature corrosion. placement to achieve specified design wind loads and shear values. James Hardie recommends the use of quality,hot-dipped galvanized • NOTE:Published shear values and wind loads may not be applicable to all nails. James Hardie is not responsible for the corrosion resistance of areas where Local Building Codes have specific jurisdiction.Consult James fasteners. Stainless steel fasteners are recommended when installing Hardie Technical Services if you are unsure of applicable Building Code James Hardie products near the ocean,large bodies jurisdiction. of water,or in very humid climates. Do not use • Drive fasteners perpendicular to siding and framing: aluminum fasteners,staples,or clipped head • Fastener heads should fit snug against siding(no air space).(Fig.A&B) nails. • Do not over-drive nail heads or drive nails at an angle. DO NOT • If nail is countersunk,caulk nail hole and add a nail.(Fig.C) STAPLE • Under driven nails should be hit flush to the plank with a hammer. PNEUMATIC FASTENER: Hardiplanke lap siding products can be hand nailed or fastened with a pneumatic tool. Snug Flush Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven Countersunk, snug with the surface of the siding.A flush mount attachment on the pneumatic tool is k,5 Caulk& recommended. This will help control the depth the nail is driven.If setting the nail depth add nail figure A proves difficult,choose a setting that under drives the nail. Hit the under driven nails snug figure fi B figure C do not under with a smooth faced hammer.Do not over drive nails into Hardiplanke lap siding. g g g drive nails COVERAGE CHART/ESTIMATING GUIDE 1. Figures shown are in pieces-all 12 long 2. 5%cutting and fitting waste factor included 3. Computations based on minimum overlap of 1-1/4 4.Actual usage subject to variables such as building design and installers COVERAGE AREA LESS HARDIPLAN0 SIDING WIDTH OPENINGS 5-1/4" 6-1/4" 7-1/4" 7-1/2" 8" 8-1/4" 9-1/4" 9-1/2" 12" (exposure) (4) (5) (6) (6-1/4) (6-3/4) (7) (8) (8-1/4) (10-3/4) 100 sf 1 SQ 26 21 18 17 16 15 13 13 10 200 sf 2 SQ 53 42 35 34 31 30 26 25 20 300 sf 3 SQ 79 63 53 50 47 45 39 38 29 400 sf 4 SQ 105 84 70 67 62 60 53 51 39 500 sf 5 SQ 131 105 88 84 78 75 66 64 49 600 sf 6 SQ 158 126 105 101 93 90 79 76 59 700 sf 7 SQ 184 147 123 118 109 108 92 89 68 800 sf 8 SQ 210 168 140 134 124 120 105 102 78 900 sf 9 SQ 236 189 158 151 140 135 118 115 88 1000 sf 10 SQ 263 210 175 168 156 150 131 127 98 1100 sf 11 SQ 289 231 193 185 171 165 144 140 107 1200 sf 12 SQ 315 252 210 202 187 180 158 153 117 1300 sf 13 SQ 341 273 228 218 202 195 171 165 127 1400 sf 14 SQ 368 294 245 235 218 210 184 178 137 1500 sf 15 SQ 394 315 263 252 233 225 197 191 147 1600 sf 16 SQ 420 336 280 269 249 240 210 204 156 1700 sf 17 SQ 446 357 298 286 264 255 223 216 166 1800 sf 18 SQ 473 378 315 302 280 270 236 229 176 1900 sf 19 SQ 499 399 333 319 296 285 249 242 186 2000 sf 20 SQ 525 420 350 336 311 300 263 255 195 2100 sf 21 SQ 551 441 368 353 327 315 276 267 205 2200 sf 22 SQ 578 462 385 370 342 330 289 280 215 2300 sf 23 SQ 604 483 403 386 358 345 302 293 225 2400 sf 24 SQ 630 504 420 403 373 360 315 305 234 2500 sf 25 SQ 656 525 438 420 389 375 328 318 244 2600 sf 26 SQ 683 546 455 437 404 390 341 331 254 2700 sf 27 SQ 709 567 473 454 420 405 354 344 264 2800 sf 28 SQ 735 588 490 470 436 420 368 356 273 2900 sf 29 SQ 761 609 508 487 451 435 381 369 283 3000 sf 30 SQ 788 630 525 504 467 450 394 382 293 PATCHING CAULKING PAINTING Dents,chips and cracks can be filled with For best results use a latex sealant that complies It is recommended that James Hardie products be a cementitious patching compound. with either ASTM C834 or ASTM C920(Grade NS, painted with 100%acrylic topcoats. Do not paint Class 25).Caulking should be applied in accordance when wet.For application rates refer to paint with the caulking manufacturer's written instructions. manufacturers specifications. Back-rolling is recommended if the siding is sprayed. RECOGNITION: In accordance with ICC-ES Legacy Report NER-405,Hardiplank lap siding is recognized as a suitable alternate to that specified in:the BOCA National Building Code/1999,the 1997 Standard Building Code,the 1997 Uniform Building Code,the 1998 Intemational One-and Two-Family Dwelling Code,the 2003 International Building Code,and the 2003 International Residential Code for One-and Two-Family Dwellings. Hardiplank lap siding is also recognized for application in the following: City of Los Angeles Research Report No.24862,State of Florida listing F0889,Dade County,Florida NOA No.02.0729.02,U.S.Dept.of HUD Materials Release 1263c,Texas Department of Insurance Product Evaluation EC-23,City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. American CraftsGmpar OY MADE IN THE U.S.A. , SERIES 2900 VINYL SINGLE HUNG WINDOW --- Window Size, Rough Opening,Clear Opening and Glass Size Information f 2/6 x 3/0 30 x 36 301/2 x 361/2 25 x 131/2 2.34 257/8 x 16 5.25 216 x 312 30 x 38 301/2 x 381/2 25 x 14 112 2.52 257/8 x 17 5.60 2/6 x 3/8 30 x 44 301/2 x 441/2 25 x 171/2 3.04 257/8 x 20 6.64 2/6 x 3/101 30 x 46 301/2 x 461/2 25 x 181/2 3.21 257/8 x 21 6.99 2/6 x 4/0 30 x 48 301/2 x 481/2 25 x 191/2 3.39 257/8 x 22 7.34 216 x 4/2 30 x 50 301/2 x 50 112 25 x 20 112 3.56 257/8 x 23 7.68 2/6 x 4/4 30 x 52 301/2 x 521/2 25 x 21 1/2 3.73 257/8 x 24 8.03 2/6 x 4/6 30 x 54 301/2 x 541/2 25 x 221/2 3.91 257/8 x 25 8.38 216 x 510 30 x 60 301/2 x 601/2 25 x 251/2 4.43 257/8 x 28 9.42 2/6 x 5/2 30 x 62 30 112 x 62 112 25 x 261/2 4.60 25 718 x 29 9.77 2/6 x 5/6 30 x 66 301/2 x 661/2 25 x 281/2 4.95 257/8 x 31 10.46 2/6 x 6/0 30 x 72 301/2 x 721/2 25 x 31 1/2 5.47 257/8 x 34 11.50 2/6 x 6/2 30 x 74 301/2 x 74 112 25 x 321/2 5.64 257/8 x 35 11.85 2/6 x 7/0 30 x 84 301/2 x 841/2 25 x 371/2 6.51 257/8 x 40 13.59 3/0 x 310 36 x 36 36 112 x 361/2 31 x 13 112 2.91 317/8 x 16 6.51 3/0 x 3/2 36 x 38 361/2 x 38 112 31 x 141/2 3.12 31 718 x 17 6.94 3/0 x 3/8 36 x 44 361/2 x 441/2 31 x 171/2 3.77 31 7/8 x 20 8.23 3/0 x 3/10 36 x 46 361/2 x 461/2 31 x 181/2 3.98 31 7/8 x 21 8.66 3/0 x 410 36 x 48 361/2 x 481/2 31 x 19 112 4.20 317/8 x 22 9.10 3/0 x 4/2 36 x 50 361/2 x 501/2 31 x 201/2 4.41 31 718 x 23 9.53 t 3/0 x 4/4 36 x 52 361/2 x 521/2 31 x 21 1/2 4.63 31 7/8 x 24 9.96 3/0 x 4/6 36 x 54 361/2 x 541/2 31 x 221/2 4.84 31 7/8 x 25 10.39 1 tom+ } 3/0 x 5/0 36 x 60 361/2 x 601/2 31 x 251/2 5.49 317/8 x 28 11.68 d 3/0 x 5/2 36 x 62 361/2 x 621/2 31 x 261/2 5.70 31 7/8 x 29 12.11 �~ 3/0 x 5/6 36 x 66 361/2 x 661/2 31 x 281/2 6.14 31 7/8 x 31 12.97 3I0 x 6/0 36 x 72 361/2 x 721/2 31 x 31 1/2 6.78 31 7/8 x 34 14.26 3/0 x 6/2 36 x 74 361/2 x 74 112 1 31 x 32 112 7.00 1 31 718 x 35 14.69 3/0 x 7/0 36 x 84 361/2 x 841/2 31 x 371/2 8.07 31 7/8 x 40 16.85 Effective 1/1/03 Page 29-31 P� Craftsman / w�Nuaw.na ooa MADE IN THE U.S.A. L-L SERIES 2803 VINYL SLIDING WINDOW 3 PANEL EQUAL LITE Window Size,Rough Opening,Clear Opening and Glass Size Information "1/2x 6/01x 2/0 72 x 23 1813/16x 177/8 2.34 223/4 x 18788.20 6I0 x 310 72 x 35 1813/16 x 297/8 3.90 223/4 x 307/8 13.67 6/0 x 316 72 x 41 1813/16 x 357/8 4.69 223/4 x 367/8 16.41 6/0 x 3/8 72 x 43 721/2 x 431/2 1813/16 x 377/8 4.95 223/4 x 387/8 17.32 6/0 x 3/10 72 x 45 721/2 x 451/2 1813/16 x 397/8 5.21 223/4 x 407/8 18.23 6/0 x 4/0 72 x 47 72 112 x 471/2 1813/16 x 417/8 5.47 223/4 x 427/8 19.14 6/0 x 4/2 72 x 49 721/2 x 49 112 1813/16 x 437/8 5.73 223/4 x 447/8 20.05 6/0 x 4/4 72 x 51 721/2 x 51 1/2 1813/16 x 457/8 5.99 223/4 x 467/8 20.96 6/0 x 4/6 72 x 53 721/2 x 531/2 1813/16 x 477/8 6.25 223/4 x 487/8 21.88 6I0 x 5!0 72 x 59 721/2 x 59 112 1813/15 x 537/8 7.04 22314 x 547/8 24.61 `^J , 8/0 x 2/0 96 x 23 96 1/2 x 231/2 26 13/16 x 177/8 3.33 30 3/4 x 187/8 11.20 8/0 x 3/0 96 x 35 96 1i2 x 35 1/2 26 13/16 x 297/8 5.56 303/4 x 307/8 18.67 8/0 x 3/6 96 x 41 96 1!2 x 41 1/2 2613/16 x 357/8 6.68 30 314 x 367/8 22.41 810 x 3/8 96 x 43 961/2 x 431/2 2613/16 x 377/8 7.05 303/4 x 387/8 23.65 8/0 x 3/10 96 x 45 961/2 x 451/2 26 13/16 x 397/8 7.42 303/4 x 407/8 24.90 810 x 410 96 x 47 961/2 x 471/2 2613116 x 41 7/8 7.80 303/4 x 427/8 26.14 8/0 x 4/2 96 x 49 96112 x 49112 2613/16 x 437/8 8.17 303/4 x 447/8 27.39 810 x 4/4 96 x 51 961/2 x 51 1/2 2613/16 x 457/8 8.54 303/4 x 467/8 28.63 810 x 4/6 96 x 53 961/2 x 531/2 26 13/16 x 477/8 8.91 303/4 x 487/8 29.88 810 x 510 9Nx509961/,1/2 2 x 59 26 13/16 x 537/8 10.03 303/4 x 547/8 33.61 NOTES: •BOLD Nominal Window Sizes meet egress criteria of: Min 20"net opening in width Min 24"net opening in height Min 5.7 sq.ft.opening area •Visible glass size is combined area of left,right,and center lites of glass. Effective 1/1/03 Page 29-14 R- W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33594 Phone 813.659.9197 Facsimile 813.659.4858 ENGINEER'S NOTICE OF EVALUATION#SL-107F Silverline Building Products, Inc. One Silver Line Drive North Brunswick,New Jersey 08902 DESCRIPTION OF UNIT Model Designation: Vinyl Single Hung Window, Series/Model 2900. Maximum Overall Nominal Size:up to 48"a 84" Usable Configurations: O X General Description: Insulated glass,vinyl Single Hung window with welded mitered comers. The head and side jambs are extruded vinyl with an exterior wall thickness of 0.070"+/-0.008". The insulated glass is two lites of ll8"clear annealed glass. Overall nominal thickness is 5/8". The unit is wet glazed with silicone and secured with snap-in vinyl glazing beads. Both the meeting rail and fixed rail are reinforced with steel"U'channel FBC Section 1707 Materials and Assembly Tests: (1707.4.2 Exterior Windows and Glass Door Assemblies) Test Description Test Location Date Report No. ym Technician Uniform Static February 16,1999 01-34085.01 ASTM E330 Air Pressure ATI—York,PA November 10,1999 01-36126.01 Adam Fodor ASTM F588 Forced Entry ATI—York,PA Febmary 16,1999 01-34085.01 Adam Fodor, November 10,1999 01-36126.01 ASTM E547 water ATI—York,PA February 16,1999 01-34085.01 Adam Fodor Penetration November 10,1999 01-36126.01 ASTM E283 Air Infiltration ATI—York,PA February 16,199901-34085.01 Adam Fodor November 10,1999 01-36126.01 Design Pressure Ratings: Configuration Class Maximum Size Design Pressure Ratings Single Hung Window 1/8"Am.-Air Space-1/8"Aon. Up to 48"X 84" +30.00 psf -30.00 psf Single Humg Window 1/8"Ann.-Air Space-1/8"Ann. Up to 44"X 62" +45.00 psf -45.00 psf Single Hung Window 1/8"Aur.-Air Space-1/8"Ann. Up to 36"X 62" +50.00 psf -50.00 psf Single Hung Window 1/8"Acm.-Air Space-IV'Am. Up to 38"X 60" +50.00 pat -50.00 psf Installation and Anchorins: See reverse side this page Use 1.Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed above. 2.For Masonry installations where the sub-buck is less than 1-1/2 inches(FBC section 1707.4.4 Anchorage Methods and sub-sections 1707.4.4.1 and 1707.4.4.2)same diameter Tapcon type concrete anchors must be substituted and the length must be such that a minimum 1-1/4"engagement of the Tapcon into the masonry wall is obtained Certification: Florida Professional Engineer - Seal No.43409 May 23,2002 Lyndon F. Schmidt 19506 French Lace Drive Lutz,FL 33558 SILVERLINE SERIES 2900 EXTRUDED VINYL SINGLE HUNG WINDOW MAXIMUM SIZE UP TO 48" x 84" LJ I O O tD �O i Q I'7 • • s O M #10 x 2 1/4" SHEET METAL SCREW 0 0 co Co _L #10 x 2 1/4' SHEET METAL SCREW SIDE JAMB SILL HEAD JAMB #10 x 2 1/4" SHEET METAL SCREW DWG. #SLSH-404 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33594 Phone 813.659.9197 Facsimile 813.659.4858 ENGINEER'S NOTICE OF EVALUATION#SL- 11OF-R Silverline Building Products,Inc. One Silver Line Drive North Brunswick,New Jersey 08902 DESCRIPTION OF UNIT Model Designation: Vinyl Single Hung Window,Series/Model 2900 With Nailing Flange. Maximum Overall Nominal Size: up to 48"x 84" Usable Configurations: O X General Description: Insulated glass,vinyl Single Hung window with welded mitered corners. The head and side jambs are extruded vinyl with an exterior wall thickness of 0.070"+/-0.008". The insulated glass is two lites of 1/8"clear annealed glass. Overall nominal thickness is 5/8". The unit is wet glazed with silicone and secured with snap-in vinyl glazing beads. *In these units both the meeting rail and fixed rail are reinforced with steel "U"channel. **In this unit the stiles utilize an extruded aluminum formed steel channel reinforcement and both the meeting rail and fixed rail are reinforced with steel "U"channel. FBC Section 1707 Materials and Assembly Tests: (1707.4.2 Exterior Windows and Glass Door Assemblies) Test Description Test Location Date Report No. Certifying Technician Uniform Static February 16,1999 01-34085.01 Adam Fodor ASTM E330 Air Pressure ATI—York,PA November 10,1999 01-36126.01 Adam Fodor November 19 2002 01-43155.01 Joseph A.Reed,P.E. February 16,1999 01-34085.01 Adam Fodor ASTM F588 Forced Entry ATl—York,PA November 10,1999 01-36126.01 Adam Fodor November 19,2002 01-43155.01 Joseph A.Reed,P.E. Water February 16,1999 01-34085.01 Adam Fodor ASTM E547 ATI—York,PA November 10,1999 01-36126.01 Adam Fodor Penetration November 19,2002 01-43155.01 Joseph A.Reed P.E. February 16,1999 01-34085.01 Adam Fodor ASTM E283 Air Infiltration ATI—York,PA November 10,1999 01-36126.01 Adam Fodor November 19,2002 01-43155.01 Joseph A.Reed,P.E. Design Pressure Ratines: Configuration Glass - Maximum Size Design Pressure Ratings Single Hung Window 1/8"Ann.-Air Space-1/8"Ann. Up to 48"X 84" +30:00 psf 30.00 psf Single Hung Window L/8"Ann.-Air Space-.1/8"Ann. Up to 44"X 62" +45.00 psf 45.00 psf Single Hung Window 1/8"Ann.-Air Space-1/8".Ann. Up to 36"X 62" +50.00 psf -50.00 psf* Single Hung Window 1/8"Ann.-Air Space-1/8"Ann. Up to 38"X 60" +50.00 psf -50.00 psf* Single Hung Window 1/8"Ann.-Air Space 1/8"Ann. Up to 36"x 74" +50.00 psf -50.00 psf** Installation and Anchoring: See reverse side this page Use 1.Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed above. 2.For Masonry installations where the sub-buck is less than 1-1/2 inches(FBC section 1707.4.4 Anchorage Methods and sub- sections 1707.4.4.1 and 1707.4.42)same diameter Tapcon type concrete anchors must be substituted and the length must be such that a minimum 1-1/4"engagement of the Tapcon into the masonry wall is obtained. T Certification: Florida Professional Engineer - Seal No.43409 March 19,2003 Lyndon F.Schmidt 19506 French Lace Drive Lutz,FL 33558 SILVERLINE SERIES 2900 EXTRUDED VINYL SINGLE HUNG WINDOW W/ NAILING FLANGE MAXIMUM SIZE UP TO 48" x 84" 10" MAX. O.C. N � U M L) s O s O O p #8 x 2" SHEET METAL SCREW, TYP. 4- 10" MAX. #8 x 2" O.C. SHEET METAL SCREW SIDE JAMB SILL #8 x 2" SHEET HEAD JAMB #8 x 2" SHEET METAL SCREW METAL SCREW DWG. #SLSH-411 MOO[L DESIGNATION: Silverline Series 2900 Single Hung Windowz m 2 0" 3"x 3/16" TAPCON c MAXIMUM OVERALL MASONRY UNTEL NOMINAL SIZE: Single up to o maximum of 48" x 84" `� w MIN. T� ANCHOR I I 1 x 2 — o, DFc1GN PRESSURE RATING: Anchors: 48" x 84" Positive 30.0 PSF Negative 30.0 PSF FURRING 44' x 62" Positive 45.0 PSF Negative 45.0 PSF Up to 38" x 60" Positive 50.0 PSF Negative 50.0 PSF v CO Up to 36" x 74"Positive 50.0 PSF Negative 50.0 PSF E u In Windows: Design Pressure Ratings Vary, See SILICONE DRYWALL CAULK Z r') C� U7 L Corresponding MMA Test Report or Dade e w NCA or Florida P.E. Evaluation. z a C USABLE F CONFIGURATIONS: _0 m 2 x 6 SUB—BUCK o 1'- 0 X w SILICONE CAULK ID --i GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The — HEADER JAMB In MAX 0.25" g rn wall thickness through which the anchor screw SHIM SPACE penetrates in the head and side jambs is 0.070". - B" HEAD JAMB 110 x 1 3/4'PAN HEAD 1.33" MIN. d G SHEET METAL SCREW EMB. MASONRY - 6" SILICONE CAULK MAX. 0.25' U O SHIM 2 -r '-' #10 x 1 3/4' PAN HEAD Z I 4 SHEET METAL SCREW �t i3 EL o o c SEE NOTE 3 BELOW m mC14j 110 x 1 3/4" SIDE JAMB ' SHEET METAL SCREW _ • WINDOW FRAME SILICONE CAULK TO BUCK 2 3'x 3/16' TAPCON �- O W - TYPE ANCHOR _ SASH IOTRACK 2 x 6 SUB—BUCK z >- W - �a "� DRYWALL 1 x 2 O O ' CMEETING TR LINE RAIL MAX. 25Y SILICONE CAULK FURRING 1.25" IN. � 7 INSIDE STOOL Z O SILICONE CAULK SHIM O = p Ld 1 VERTICAL JAMB O MASONRY i"x 2'FURRING cr: Y W O �...�.. SILL _ " . . DRYWALL U } X EXTERIOR - - Z 00 Z Z SASH TRACK ... _ X Of O N _ 3" X 3/16"TAPCON II 1� SILL = U 00BUCK 70 MASONRY � Y 7.625' Z LL Q �BUIIDING - .. CONSULTANTS,INC -_s". 813.659.9197 SLE; 1. This installation has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings DATE 5/10/02 and Other Structures do not exceed the design pressure ratings listed herein. sVLE N.T.S. DWG.9Y: TJH 2. When installing a window that is 36'or less in width, the centerline screw at the head may be eliminated. cW BY. R W 3. Wolf dressing at exterior flonges By Others. DRAWING 4. Adjust Tocon anchor locations, if necessary, Na.: 48" MAX. OVERALL FRAME WIDTH P ry• to maintain a minimum 2.0'cfeoronce from mortar joints. SL-41 OR sHM 1 or 1 n MODEL DESIGNATION, Sitverline Series 2900 Single Hung Window W/ Noiling Flange $ 15" MIN. MAXIMUM OVERALL NOMINAL SIZE' Single up to a maximum of 48" x 84" 1- EMB. p DESIGN PRESSURE RATfNG EXTERIOR SHEATHING 2x FRAMED HEADER ` Anchors: 48" x 84" Positive 30.0 PSF"Negative 30.0 PSF 18 x 2" SHEET IS 44" x 62" Positive 45.0 PSF Negative 45.0 PSF SIDING METAL SCREW a Up to 38" x 60" Positive 50.0 PSF Negative 50-0 PSF15Ibs. FELT E D o Up to 36" x 74" Positive 50.0 PSF Negative 50.0 PSF SEE NOTE 2 tri z - M Windows: Design Pressure Ratings Vary; See SILICONE _ DRY WALL u1 LJ r r1 Corresponding HAMA Test Report or Dade CAULK LL NOA or Florida P.E. Evaluation. - p CL ri _:R.. 0 O USABLE CONFIGURATIONS 0 HEAD JAMB C 'o tD X SILICONE CAULK `D 0 GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The 1/4" MAX. SHIM I` m wall thickness through which the anchor screw SILICONE CAULK penetrates in the nailing flange is 0.070". SEE NOTE 3 (14 4" H� FJ� DOUBLE 2x 114" MAX. SHIM n O HEADER SILICONE CAULK `o to SIDING SIDE JAMB (_) O 15lbs. FELT -� SEE NOTE 2 Q10" MAX N EXTERIOR SHEATHING D`_p_x O o IC; w u� f p O.C. _ o � C' o. 3 j l j SILICONE CAULK m > 2x STUD of _ SEE NOTE 3 _� m I in w 2x STUD - SILICONE CAULK m t 44I y v v1 OZd 1/4"MAX. SHIM IS x 2" SHEET ' i = SILICONE CAULK METAL SCREW DRY WALL Z ZO LLJ Lu SILL1 VERTICAL JAMB U Z �- ZE SILICONE CAULK 1= U SEE NOTE 3 Lv Z , >L V) N U INSIDE STOOL Q SILICONE CAULK p U Z W15lbs. FELT FRAMED SILL U Q = Z SEE NOTE 2 O DRY WALL C.7 Fes- W X SIDING z 0 Q x z 3 EXTERIOR SHEATHING f8 x 2" SHEET U N 2 Q 1.15" MIN- METAL SCREW U _Z 00EMB. 1 SILL Q BUILDING CONSULTAN75, INC 813.659.9197 1 D" MAX. o.C. aar 6/03/02 NOT)=: 1. This installation has been evaluated for use in locations adhering to the Florida Building Code scNS, N.T.S. and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings TJH and Other Structures do not exceed the design pressure ratings listed herein. CHK BY: R W 4" Q 2. 15lbs. felt must be used as a water barrier. The telt must cover the nailing flange and anchor screw heads DRAWING No.: ` 3. The full perimeter of the window nailing flange must have o heavy bead of caulk applied to the building SL-411R 48" MAX. OVERALL FRAME WIDTH— I side before the window is placed in the opening. SHEET 1 or 1 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Facsimile 813.659.4858 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FS O4-0108.01 Date: January 8,2004 Product Category: Windows Product sub-category: Single Hung Product Name: 2900 Series Model 2910 Manufacturer: Silverline Building Products Corporation 1 Silverline Drive North Brunswick,NJ 08902 Phone -732.435.1000Facsimile—732.247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F. Schmidt,P.E.(System ID# 1998)for Silverline Building Products based on Rule Chapter No. 913-72.070,Method Id of the State of Florida Product Approval,Department of Community Affairs-Florida Building Commission. This product has been evaluated for use in locations adhering to the Florida Building Code'(2001 Edition)and where pressure requirements,as determined by Chapter 16 of The Florida Building Code,do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF (See Limitations for size restrictions) See Drawing No.: FL-140 dated January 7,2004 prepared by R W Building Consultants,Inc.and signed and sealed by Lyndon F.Schmidt,P.E.(FL#43409)for specific use parameters. Lyndon F.Schmidt,.P.E.Tio.4.14N January 9,2004 Sheet 1 of 3 Limitations 1. The 2910 Single,Mulled,and Twin Extruded Vinyl Single Hung Window has been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring windborne debris protection this product is required to be covered with an external protection device that complies with Section 1606.1.4 of the Florida Building Code 2001. 3. Size Limitations: 4. Configurations MAX.Nominal Width MAX. Nominal Heip-ht Single X 48" 84" Twin XX 88.5" 75" *Mulled Double XX 97" 74" *Mulled units can be constructed as double,triple,etc.The single unit cannot exceed 48"x 74". 5. The Design Pressure Rating for the various size units are as follows: Singles Single Unit Size Design Pressure Rating Positive Negative Up to 38"x 60" + 50.0 PSF - 50.0 PSF Up to 36"x 74" + 50.0 PSF - 50.0 PSF Up to 44"x 62" + 45.0 PSF - 45.0 PSF Up to 48"x 84" + 30.0 PSF - 30.0 PSF Twin—Continuous Head and Sill Twin Unit Size Design Pressure Rating Positive Negative Up to 88.5"x 75" +35.0 PSF - 35.0 PSF Up to 76.5 x 63" +50.0 PSF - 50.0 PSF Mulled—Multiple Singles with 2723 Aluminum Mullion Single Unit Size Design Pressure Rating Positive Negative Up to 38"x 60" + 50.0 PSF - 50.0 PSF Up to 362'x 74" + 50.0 PSF - 50.0 PSF Up to 442'x 62" + 45.0 PSF - 45.0 PSF Up to 48"x 74" + 34.0 PSF - 34.0 PSF Lyndon F.Schmid?,-JLI. No. 43409 January 9,2004 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-140 titled Silverline 2910 Single,Mulled,and Twin Extruded Vinyl Single Hung Window sheets 1 through 7 of 7 prepared by R W Building Consultants,Inc. (Florida Board of Professional Engineers Certificate of Authorization No.9813),dated January 7,2004,with no revisions,signed and sealed by Lyndon F.Schmidt,P.E. B Test 1. Testing per AAMA/NWWDA 101/1.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-34085.01,dated March 8, 1999,signed by Bruce W. Croak,Project Manager. 2. Testing per AAMA/NWWDA 101/I.S.2-97 and ASTM F 588-97 as performed by Architectural Testing Inc.and reported in test report number,01-35010.01,dated June 18, 1999,signed by Bruce W.Croak,Project Manager. 3. Testing per AAMA/NWWDA 101/I.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-36126.01,dated November 23, 1999,signed by Benjamin E.Myers,Project Manager. 4. Testing per AAMA/NWWDA 101/1.S.2-97 as performed by Architectural Testing Inc. and reported in test report number,01-43155.01,dated January 6,2003 signed by Joseph A. Reed, P.E.,Director—Engineering Services. 5. Plastics testing in accordance with the "High Velocity Hurricane Zone" substantiated by Issuance of Miami-Dade Notice of Acceptance 03-0523.01, expiring August 15,2007. C Calculations 1. Anchor analysis for loading conditions,prepared,signed,and sealed by Lyndon F. Schmidt, P.E. 2. Mullion analysis for loading conditions,prepared,signed,and sealed by Lyndon F. Schmidt,P.E. 3. Comparison analysis to establish design pressure for units smaller than tested,prepared, signed and sealed by Lyndon F.Schmidt,P.E. 4. Glass Load Resistance Report ASTM E1300-98/00 prepared by Roberto Lomas. D Other 1. Certificate of Participation issued by National Accreditation & Management Institute,Inc., certifying that Silverline Building Product,North Brunswick,NJ is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53.- Silverline Building Products ID#S-019-1 Lyndon F.Schmidt,P.E.No.43.409 January 9,2004 Sheet 3 of 3 American NEW CONSTRUCTION WINDOW Craftsman STRUCTURAL PERFORMANCE Windows STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. WINDOWTEST METHOD WINDOW SIZE • SERIES @ 25 MPH RESISTANCE TEST PRESSURE 1000 AAMA/NWWDA 46"x 65" 0.25 CFM 5.25 PSF 52.5 PSF DP-35 Double Hung 101/I.S.2 101 x 65 N/A N/A 52.5 PSF DP-35 101" x 76" 0.26 CFM 5.25 PSF +37.5/-52.5 PSF DP-25 1100/1150 AAMA/NWWDA 63" x 78" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 Fixed Lite 101/I.S.2 36"x 62" 0.11 CFM 7.50 PSF 75.0 PSF DP-50 2110/2160 AAMA/NWWDA 44"x 62" 0.11 CFM 7.50 PSF 52.5 PSF DP-35 Single Hung 101/I.S.2 52" x 62" 0.11 CFM 7.50 PSF 52.5 PSF DP-35 52"x 73" 0.14 CFM 6.75 PSF 37.5 PSF DP-25 72"x 73" <0.01 CFM 10.50 PSF +60.0/-75.0 PSF DP-40 2130/2180 AAMA/NWWDA 72" x 73" <0.01 CFM 10.50 PSF 45.0 PSF DP-30 Fixed Lite 101/I.S.2 72"x 73" <0.01 CFM 10.50 PSF 30.0 PSF DP-20 52" x 62" <0.01 CFM N/A 52.5 PSF DP-35 2710/2760 AAMA/NWWDA 52" x 73" N/A 9.00 PSF 90.0 PSF DP-60 Single Hung 101/I.S.2 54"x 90" 0.19 CFM 7.50 PSF 60.0 PSF DP-40 72" x 73" <0.01 CFM 10.50 PSF +60.0/-75.0 PSF DP-40 2730/2780 AAMAINWWDA 72"x 73" <0.01 CFM 10.50 PSF 45.0 PSF DP-30 Fixed Lite 101/I.S.2 72" x 73" <0.01 CFM 10.50 PSF 30.0 PSF DP-20 52"x 62" <0.01 CFM N/A 52.5 PSF DP-35 2800 Slider AAMA/NWWDA 72"x 48" 0.06 CFM 5.25 PSF 52.5 PSF DP-35 101/I.S.2 72"x 50" 0.07 CFM 6.00 PSF 60.0 PSF DP-40 36"x 62" 0.13 CFM 7.50 PSF 75.0 PSF DP-50 2900 AAMA/NWWDA 38"x 60" 0.13 CFM 7.50 PSF 75.0 PSF DP-50 Single Hung 101/I.S.2 44"x 62" 0.13 CFM 7.50 PSF 67.5 PSF DP-45 107"x 48" 0.22 CFM 7.50 PSF 52.0 PSF DP-35 107"x 62" 0.22 CFM 7.50 PSF 75.0 PSF DP-50 2950/2960 AAMA/NWWDA 87"x 62" 0.08 CFM 7.50 PSF 60.0 PSF DP-40 Fixed Lite 101/I.S.2 34" x 65" 0.18 CFM 7.50 PSF 75.0 PSF DP-50 3000/3900 AAMA/NWWDA 38"x 57" 0.18 CFM 7.50 PSF 75.0 PSF DP-50 Double Hung 101/I.S.2 38"x 65" 0.18 CFM 7.50 PSF 67.5 PSF DP-45 96" x 77" 0.18 CFM 5.25 PSF 45.0 PSF DP-30 108" x 77" 0.18 CFM 7.50 PSF 60.0 PSF DP-35 305013060/ AAMA/NWWDA 3950/3960 101/I.S.2 60" x 77" 0.01 CFM 7.50 PSF 75.0 PSF DP-50 Fixed Lite • The AAMA established standards for structural integrity,air infiltration,water infiltration resistance and forced entry resistance. Structural Integrityis the ability to withstand wind and other dynamic pressures.This is rated in design pressure(DP). The higher a product's rating design pressure,the greater the amount of wind or pressure the window will withstand. Air Infiitrationtests involve the equivalent of 25 mph wind.The lower the air infiltration rating the better. Water Inffitrationtests a window's ability to resist water leakage through the window frame,sashes.joins,weather-stripping,etc. No leakage is permitted under this test criteria. Forced entryis tested by a certified'.lab technician using many different tools to simulate breaking Into a home through the window. Next,windows and doors are subjected to hundreds of pounds of force to try to lift or push them open white in the locked position. For more information on American Craftsman Windows,visit us at www.americancraftsmanwin.com or call us at 888-504-0005. American NEW CONSTRUCTION WINDOW Craftsman STRUCTURAL PERFORMANCE Windows- STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. WINDOWTEST METHOD WINDOW SIZE • SERIES @ 25 MPH RESISTANCE TEST PRESSURE 5500 AAMA/NWWDA 72"x 80" 0.14 CFM 5.25 PSF 52.5 PSF DP-35 Patio Door 101/I.S.2 144" x 80" 0.06 CFM 5.25 PSF 52.5 PSF DP-35 AAMA/NWWDA 48"x 30" 0.09 CFM 6.00 PSF 60.0 PSF DP-40 7450 Awning 48"x 90" N/A N/A 45.0 PSF DP-30 101/I.S.2 108" x 30" 0.20 CFM 6.00 PSF 60.0 PSF DP-40 32"x 66" 0.12 CFM 7.50 PSF 60.0 PSF DP-40 7550 AAMA/NWWDA 56"x 48" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 Casement 10111.S.2 56-1/2"x 48" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 60"x 72" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 The AAMA established standards for structural integrity,air Infiltration,water infiltration resistance and forced entry resistance. Structural Integrityis the ability to withstand wind and other dynamic pressures,This is rated in design pressure(DIP). The higher a product's rating design pressure,the greater the amount of wind or pressure the window will withstand. Air inflftrationtests involve the equivalent of 25 mph wind.The lower the air Infiltration rating the better. (Nater Infiitrationtests a window's ability to resist water leakage through the window frame,sashes.Joints,weather-stripping,etc. No leakage is permitted under this test criteria.. Forced entryis tested by a certified lab technician using many different tools to simulate breaking into a home through the window. Next,windows and doors are subjected to hundreds of pounds of force to try to lift or push therm open while in the locked position. For more information on American Craftsman Windows,visit us at www.americancraftsmanwin.com or call us at 888-504-0005. IvA ericanREPLACEMENT WINDOW Craftsman STRUCTURAL PERFORMANCE Windows" STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. METHODWINDOW TEST WINDOW SIZE AIR INFILTRATION WATER STRUCTURAL D. RATING SERIES @ 25 MPH RESISTANCE TEST PRESSURE 300 Molded AAMA/NWWDA 32"x 23" 0.12 CFM 3.75 PSF 52.5 PSF DP-25 Hopper 101/I.S.2 1200 AAMA/NWWDA 44"x 60" 0.19 CFM 5.25 PSF 52.5 PSF DP-35 Double Hung 101/l.S.2 40"x 72" N/A N/A 45.0 PSF DP-30 48"x 77" 0.23 CFM 5.25 PSF 37.5 PSF DP-25 1300 AAMA/NWWDA 60"x 72" 0.06 CFM 7.50 PSF 67.5 PSF DP-45 Fixed Lite 101/I.S.2 4000 AAMA/NWWDA 44"x 60" 0.16 CFM 4.50PSF 45.0 PSF DP-30 Double Hung 101/I.S.2 4100/4400 AAMA/NWWDA 60"x 72" 0.10 CFM 7.50 PSF 75.0 PSF DP-50 Fixed Lite 101/I.S.2 5500 AAMA/NWWDA Patio Door 101/I.S.2 5900 Hopper AAMA/NWWDA 48"x 31" 0.13 CFM 6.75 PSF 37.5 PSF DP-25 101/I.S.2 6900 Garden AAMA/NWWDA 101/I.S.2 7400 Awning AAMA/NWWDA 48"x 30" 0.09 CFM 6.00 PSF 60.0 PSF DP-40 101/I.S.2 48"x 90" N/A N/A 45.0 PSF DP-30 32"x 66" 0.12 CFM 7.50 PSF 60.0 PSF DP-40 7500 AAMA/NWWDA 56"x 48" 0.10 CFM 7.50 PSF 60.0 PSF DP-40 Casement 101/I.S.2 56-1/2"x 48" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 60"x 72" 0.11 CFM 7.50 PSF 60.0 PSF DP-40 8500 AAMA/NWWDA 44"x 62" 0.13 CFM 6.75 PSF 67.5 PSF DP-45 Double Hung 101/I.S.2 8700/8800 AAMA/NWWDA 108" x 48" 0.07 CFM 5.25 PSF 52.5 PSF DP-35 Slider 101/I.S.2 108"x 62" 0.09 CFM 5.25 PSF 52.5 PSF DP-35 9500 AAMA/NWWDA 44"x 62" 0.13 CFM 6.75 PSF 67.5 PSF DP-45 Double Hung 101/I.S.2 s The AAMA established standards for structural integrity,air infiltration,water infiltration resistance and forced entry resistance. Structural Integrityis the ability to withstand wind and other dynamic pressures.This is rated in design pressure(DID). The higher a product's rating design pressure„the greater the amount of wind or pressure the window will withstand. Air Inflitrationtests involve Cite equivalent of 25 mph wind.The lower the air infiltration rating the better. Water Inflitrationtests a window's ability to resist water leakage through the window frame,sashes,jointx,weather-stripping,etc, No leakage is permitted under this test criteria, Forced entryis tested by a certified lab technician using many different tools to simulate breaking Into a home through the window, Next,windows and doors are subjected to hundreds of pounds of force to try to lift or push them open while in the locked position. For more information on Silver Line Windows, visit us at www.sliverlinewindows.com or call us at 800-234-4228 I RUM :UXLLY C;HB I NL 1 WHRLHUUSL I HX NU. :y04byJJ4448 May. 113 ;2005 11:;2yHM H1 Proposal :OXCEY CABINET WAREHOUSE, 1Nc Date; 5/1712x05 . 7037 COMMONWEALTH AVE##86 Jacksonville, Fl.32220 (904) 899-VA4 Office (904)6934448 FAX 984) 813.1847 MOBILE Submitted To: Job Name: 2001 PROPERTIES 832-846 CAVALLA RD MELLOWOOD MAPLE CABINETS AND LAMINATE TOPS FOR THE KITCHEN AND TWO BATHS INSTALLED. PER UNIT $2,629.00 ADD ON OPTIONS BEVEL EDGE ON TOPS THROUGHOUT $160700 CROWN MLDG $105.00 STANDARD KNOBS OR PULLS $� L MATERIALS ARE GUARANTEED 70 BE AS SP@CICU.THE WORK ABI Tb BE PERFORMED PER THE ATTAC1490 DRAWINGS n sYC-OIflCATION SHEET,AND TO BE COMPLETED INA WORKMANSHIP LIKE MANNER. TERMS JANY ALTERATION OR DEVIATION MW THE ABOVE SPECIRCATIONS,INWOWINO COSTS,WILL BS EXECUTED ONLY ON WRITTEN ORDER AND WILL BEOOME AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE GIVEN.ALL Ac AMANTS ARE CONTK.WNT UPON STRIKES,ACI IDE.NT,OR DELAYS BEYOND OUR CONTROL. ACCEPTANCE: THE ABOVE PRICES,SPECIFICATIONS,CONDITIONS,AND PAYMENTTERMS ARE SATISFACTORY AND HEREBY ACCEPTED. YOU ARE HEREBY AUTHORIZED TO DO THE WORK. ACCEPTED DATE_ THANK YOU,BILL 0XLEY - I T z ! C � 3 r �rJ C I r t rr # VVF3 4WL 3OX;:? z 24WCR. z r rr l 42WCR BF392BL EPP r"I v rr y 42BCL 33W ' V36Sd 30 c 39BCR I l CUr 76 Li 36X 1041/2 34 lf2 33X 36RBS 48 AC T I c _ Bf3V3OS " BF3 30 I C, cc "dVil--Euro r 27W _ i . 3 . tL a ' � Q l Q l V 1 rc 3 T Client:KEVIN ALGEE MFG:Kitchen gmpect November 2004 View:Plan rc Phone: Door Style: Melrowood Maple SoWe:Scale-to-fit Design:KEVIN ALGEE Pug: Date:3t17i05 " Designer: Builder: Page:1 I-HUM :UXLI=Y UHB I Nt I WHHLHUUbE F HX NU. :304b3,54448 Md y. 18 :200S 11:,SbHM H,i � ii M1 to DC: ® .- z WCILI 00 a W W W � �7 d � Y FRUM :UXLLY UHH1NtI WHHLHUUSC FHX NU. :yU4bJJ4448 May. lb 2005 11:,SUHM F14 a m 0.N S�3oI I o 0 I r z ohm I i o -...� {i F-7 ��jpj I ,Itl IR Y u•- U a S A FRUM :UXLtY C:HHINbl WHHI=HUUSt FHX NU. :yl94bJ.5444b may. 18 2000) 11:.i1HM F'S ;1 CL N d w w LU a � a T I C I T 3 I tlC I rr x { rr rr C C rr i I T ! I X 1 ' Z i . I kf CKi A a 3 t € J 1 F ! 3 T7771 1 � N s. it j I j 6 l � 3 Z 34 U2 Client KEVIN ALGEE MFG:Kfthen Kompact November2004 Visew:Elevation O ne: Door Style:-Mellowood Maple Scale:Scale-tofit Desfgn:KEVIN ALGEE Pdl: Date:5117105 Designer: Barildsr: . ' Page:i General Noles 1-Engineered Manuf. Trusses @16"O.C. 2-Underside of roof decking and trusses painted with AFRC NCFR-102 Class"A" fire coating(ASTM E-84,flame 1 3 3 spread=5 smoke=20) a minimum of 4'from the wall between units. 3-Two 5/8"layers of Type-X Firerock (ASTM C-36)on walls and trusses between units. All joints fire taped and fire caulked (ASTM E-84& UL 723) 4-Metal Stud Wall @ 23"O.C. 5-10x2 floor joists @16"O.C. 6-Single Layer 5/8" 3 3 Type-X Firerock (ASTM C-36)on Ceiling under trusses 7- 1/2"plywood sub- floor with 1/2"particle board on top 8-Concrete Slab 5 5 Na. Revou/lsme Nule r.m xa�ooe we«:s 2001 PropertiesJInc. 1328 Third StreJacksonville Be 3 3 FL 32250 �z s _ IA Yt � '�' .. �. .:� 1 It" A 1 � Al"t�•1 tt r� t . ��'' --.,., xr t 17��1 �"• tl �1�- i"ti _ � ��A,-moi i{� _ I A it 1 it, t A 9� 28-Jul-2005 11:40am From-AFRICAN FIRE RETARDANT CORP 6192583648 T-719 P.002/003 F-463 YRC `CN FIRE RErARDANr C01tP. PRODUCT INFORMATION NCFR 102 NCF R 102 is a Class A,interior/exterior latex fire protective coating. NCFR 102 comes in black or white and can be tinted �,vith universal colorants to fit any decorating scheme. NCFR 102 is an excellent choice for exterior applications on foam,wood, paneling,primed metal, stucco, concrete, plastics and drywall where a Class A flamdspread is desired. COLOR This product is available in flat white, custom tinting is also available using universal colorants. RATINGS/APPROVALS U.S.."resting Corporation ASTM E-84 5/4/95 & 6/16/94 Flame spread =5 Smoke developed=20 CaliFQrnia State Fire Marshall#2280-1340-101 Statelof Nevada approved as tested I.C.B.O. #5008 City sof Los Angeles, RR#25232 NOT RECOMMENDED FOR: Immersion service Flexible Substrates High moisture areas Compatibility with other coatings: Can be applied over a suitable primer or directly to wood, concrete, stucco, wallboard, plaster or other non-porous substrates. RESISTANCE: Weather: Good Weight solids: 64% Flash point: 211F Humidity: Good Volume solids: 52% Viscosity: 90-95 KU Abrasion: Good VOC: 80 Shelf life: 6 months - 15 - - 28-Ju1-2005 11:40am From-AMERICAN FIRE RETARDANT CORP 6192583648 T-719 P.003/003 F-463 I SIGNIFICANT APPLICATIONS I San Francisco General Hospital Sams Town New Casino, Henderson,NV Clark County School District,Las Vegas,NV Hilton Hotel,Las Vegas, NV BroAdway Department Store,Northridge, CA Robinson/May Department Store,Northridge,CA Tropicana Hotel, Las Vegas,NV Airport Industrial Office, El Paso,TX Vist4 Hills Townhouses, El Paso,TX APPLICATION Bru+1 roll or spray with airless spray.Avoid wet film builds greater than 10 mils per pass. Surface preparation: Surface should be prepped and/or primed. Cure!times: jDry to recoat..............................30 min. .i Dry to touch............ ....................1 hour Dry to handle..............................4 hours Thorough cure.............................1 week Dry film build: 10 mils Wet film build: 10 mils 2 coats Coverage per gallon: 100 square feet Pack6ging: 1 galXon pail 5 gallon pail 55 gallon container Shipping weight: 1 gal ion= 12lbs 5 gallon=60 lbs Safety: Consult the Material Safety Data Sheet for this product prior to use. All technical advise,services and recommendations are rendered by the seller gratis.They are based on technical data which the seller believes to be reliable. Seller assumes no responsibility for results obtained or damages incurred in their by buyer in wholg or in part. i j I i i ar+ 21 04 Ott 01p Caraltm Grauet 497-292-8909,._ f•• t V I cwJ ATAC ltn ' .4CFA-102118 A CL.A$:I"A"INr2RR)AMXTB1t1OA LAnM P CONI NO-lilt-K-102 COMBS IN WWTS OR JILACK AND CA�i 96 TVCM Wi T7V ' NUS.AL COLOILANTS TO PIT ANY DRCORA't'I 0 3CHDM NCM-102 IS AN EXCEL. T CHOICE FOR EXTIIlM AMICATIONS ON WOOD PAN&JNG,Y'A04D MTAL,KATOCS AND DItYWALI,..WHEM A CLASS"A"RI.A�MPRZAD I5 DE5I S1GNWICANT • t^�90.1610 RANSM to PMVWA ft III • SAN"-"ISCO OEC HOSP!fAL ON,"of 10061 • caaft of ftwoil,Omw or fbwtkm M • SAU-STOWNNEWCASM, proven sprue of flame HINDUPON,NEVADA • Ron kw wiWwidlo A atop amt_ . CI ARK�0twff SCHOOL L1 amcr LAS V&'fA&NRVADA i ! • WLTON LAS VEGAS.NV POT �go!� � • MOAD AY DBtY.STORE + lamr foo Mrrviw1iC1a CA • MUtt" • RQL1N NI MAY DEl7 STORE • }lam trwrt ( holt ,CA TROMt t<U.NOTIL,LAS V2Q4&.N V • KACt�til�f{��►►tTROILEUM.NM COMPATMLLM Wl=is M901 COATUOGS: • DAN=Sr>`RV1CS`.AAAI • Can M t1p�11Ra owt i s119 Is prmw or • LAt3lM�Hlam SCHOOL..CA db*cOy m ttaod,wltpl4f+ wd,pt+et or I atw am-par°w w6weift • AL Ot R*)O HOnL i CAWWO RENO.M++ 1t>lidTAirCtc • 000Q9 0OUS&OLEN'DALF.,CA • WEAT1iMGOOD • ltlLXASF G BALL r NU MUYtry:CK)OU LAS V AS, • AIIRAXON.GOOD WMANIM0 WM • i1A NIDUSLW AN&CA tXAt 1'+OP COAT 1•tZ1E • AtRI'CfIAL OFI'ICts. LA'11MIGIVA POOVALAt j 64 P • Ul. TE811r40 CWt PRATICM . AMGM 0ORPORATIOW MAS'C81t AsTm E-tiR,l"s&I&)til' SRC agr SMOKEFLAW ZP*aAD-3 • DiNAMA, lVMftNAT10NAL • CALWORNIA ITATL!MfRS MA�RtCNA1.i LaDAI"ORAT10�lM M32RI►t2�1f11 • G���1�W tH�'T1'1 11 ACH BE • STAT5 OF NRVADA JLPFROVEDAS BUILDING T, ICE lessLCJLa 0" t i ANif E&R002M2 JAN 2 9 2 04 A MMCAIM r=RK'lAllMM C0", 131f*WBAT'IAND6 WA�SUrrt C SAXTZ&CA 12x71 (908)47%00 (il',)71iS.1 A!"NMt C:IT7'TtLAAeO COM�At'ts`(OrC*a-,WM T, an a1 04 C2;Qlp Caraltin 'newel 40-r-L-Ne-WUUn p. i 2 Of 2 1 NlqFR-102 STORAOX rCONDI`rONS. 41.49; STORE iN A DRY, WELL,'/SNTnATED I AT ARIA AT 400 TO l2T. SR.I'RPA+LE P>�ARATtON, COL,t�1�.y; WHITE eft CUSTOM SURFACE SkMLD 91 PIREPPM, AJ LVOlR PKlMRiU. Wi�1�i"1'PER CiAi.WN� ViSM1TY: QkVERAGE) I! LBS. s�llS xv { VOLCVME SOLMS., "AVERAGE APPLICA'Y ON T'HlA NT R.: WATER i WWORT So1.ms CLIAN•UP"I�JR. I; '1i AVERa1OE WARM SOAPY WAT'EA voc tT1f iCAL):GfL AC'7PVA't Y"lblel, �LBVGAL)90 XOT APPLICABLJE: ; n.AiH POM- POT U F'& NOT APPLICABLE PACIKAO 40: APG rLiCATl014 MCTHOD. � Ai�AI .19.d"ON C�1�PAIL BRUSK ROLL OR SPRAY WrfV A3IR.Lm !1Y, !i3 CALL.ON CONTAINER A VC W WST FIL, 4 BUILCS ORNATER TH G WLS !'!dt YA511C. 3HWINCI WIC OMT; GALLON I?LOS. CC7U"Y7 LS.(AT 70" TYPICAL) �OALLONS.60 LBS DORY TO RECOAT-JO ES D1tY TO TOUCH-. 1 Rom S}IAF LIVE, DRY TO HANDLE-4 P' WRS i A MClwm T'F1fJItiOUG14 Cults-- R wit sm i C'�1NSULT THE MATERIAL o MILS. SAPM- FL'TY DATA SH NT FOR T IS PRODRICT PRIOR TO USE COVS AGE PER reACIAOK 100 go.FT. ADbMONAL:COMMENT'S ALL TFs+CWAL ADVISM I O MILE 2 COATS AM RENDERiD BY THE SILLER GRATIS. "MY ARE B,+lpSBD dN TECHNICAL DATA VAllcil T lc tyLLE1R MIZV94 TO as IRE9.iAJ�L.E.S R ASStJMBS NO Rq?'t)NS al POR FOR RlmUL'! O1lTAINI•.D OR DAMAGES NCURRBD 11 THXIR USE BY SLN$R IN WHOLE W O�IN PART. f CITY OF ATLANTIC BEACH ! 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030733 Date 7/11/05 Property Address . . . . . . 840 CAVALLA RD Tenant nbr, name . . . . . . INSTALL FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OCCUPANT RINKWELL PLUMBING INC 840 CAVALLA ROAD 5105 PHILIPS HIGHWAY 205 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32217 (904) 732-5554 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 77 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 77 . 00 77 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 77 . 00 77 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Uril�' Date: ``1 Property Address:_ ?� py D C—"Q V ` d R o� Owner: U�l I _ ,o Telephone 4: Contractor:_ (�i k-W e PL M Au(, :10C-Telepbon e#: '-730-- .S55 J Contractor Address: `kiJDAJ ;p.� ld Wv. -�u i�. 305Fax#: Contractor Signature:In consideration of permit given or doing the work as described in the above statement,we herebv agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number. p✓Re-Pipe — Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers I Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Beaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road•Atlantic Beach,Florida 32233.6445 Phone:(904)2475800• Fax: (904)247-5845• httpJ/www.ci.atiantic-beach.fl.us Revised 1/04 T 'd Sb8S-Lb0-i►06 ng yoeag oTjueIjU Jo 8113 e6T :0I So TT IAC CITY OF ATLANTIC BEACH 5� f. 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030763 Date 7/15/05 Property Address . . . . . . 840 CAVALLA RD Tenant nbr, name . . . . . . REPL SVC CABLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- ATLANTIC PROPERTY PARTNERS ALL CITY ELECTRICAL CONTRACT. 840 CAVALLA ROAD 13768 WEBB ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 714-0131 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 4 IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING G OFFICIAL pi —, 'I ft, CITY OF ATLANTIC BEACH r ELECTRICAL PERMIT APPLICATION Date: Mil-os— Property Address: 50 u VC.L 1c,,,_ 9 A Owner: 7 Oct 1 ��, e i�-r eS Telephone#: Contractor: �� et`� �qec �t( 0 Telephone#: Contractor Address: 3 7� /`'' b YZA Fax#: fo"13701 OC 0 Z Contractor Signature: In consideration of permit given for do§fKe work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New Residence ❑ Temp. ❑ New being done on this building f Or site,list the building Old ❑ Commercial ❑ Signs LlIncrease permit number: ❑ Re-wire ❑ Addition Sq.Ft. 10. Repair Conductor Size: AMPS: COPPER ALUNI][NUIvI Switch or RACE Breaker AMPS PH W VOLT WAY Existing ServiceRACE p Size AMPS t Z PH W 3 VOLT 2 7CS WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches Q 30 AMP-, Al 100 AMPS Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS LTNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf Ea. Si Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800. Fax: (904)247-5845• http://www.ei.atiantic-beach.fl.us Revised 1104 t_ CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031890 Date 12/28/05 Property Address . . . . . . 840 CAVALLA RD Tenant nbr, name . . . . . . INSTALL 3 DUCTS Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ -- ------ ---------------- DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH JAX BEACH FL 32250 (904) 241-3785 ------------ - -------------7----------------------- ---- ------ ---- ------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ----- ------------ ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL A (� CITY OF ATL.ANTYCH MECHANICAL PERMIT APPLXA'�'ION Date: Z_ � Property Address: 4D ei t-wla t4aod t Owner: 7 for Telephone#: f Contractor: Otx• 4— AC Telephone Contractor Address:_ AL3"' � L� t�f�.. Fax 5_ Contractor Signature: fit/ in conaldantilidw permit given for doing toe work as described the above atateateat,we hereby agree to parfocm sud wok in eccordaoca with the attached plans and specifications whiab are a pat bemof and in a000rdanoe with OWCity of Atlantic Beach ordinsnaW bpd etaadards of ractice listed therein Type otHeating Fuel: If other construction is being done on this bulkling or site list the building permit number; O Electric ' _LP Natural _,,,Central Utility 0 Oil r 0 Other-S i MECHANICAL EQUIPMENT TO BE INSTALLED• NATURE OF WORK l a Heat Space _Racessed "C oor < Rasideatial . O Air Conditioning: Room a 0 �I�t1Ct System: MateI181 +.-Thickness 0 commercial r Maximum capacity t] cfm O Refrigeration O New Building O Cooling Tower.Capacity gam 0• •Fire Sprinklers:Number of Heads O Elevator: _ Mattlift Escalator (NQ agplWament of Existiag System ; O Gasoline Pumps (Number) (11 ) 0 New Installation ` O. Tanks umber A a LPG Containers (N ) (No system pre'i+iousiy instaAoda ;. O Unfired Pressure Vessel 0 Extension or Add-on to Existing System Q Boilers -O' Gas Piping U Other-Specify Q 'Other—Specify, .r LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT'&CONDENSOR'S ppprov�' Number Units Description Model if Maaufact M Ton's Y; ' HEATING-FURNACES,BOH XRS,FIREPLACES&ASR HANDLER'S Approvyug i Number Units Description Model/ Manufacturer 'BTU's , � .•r , i TANKS Nominal Capacity Type Liquid Serial Approvitus How do Dimensions Contained Manufacturer No, Ageacy f 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800 9 Fax: (904)247-5845• httn://www.ei.atiantic-beach. -ua 'ReYised 1/04 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030639 Date 6/27/05 Property Address . . . . . . 840 CAVALLA RD Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 Owner Contractor -- - ----- --- ---- ------- -- ---- ----- --- - --------- -- ATLANTIC PROPERTY PARTNERS R. B . SEYMOUR ROOFING INC 840 CAVALLA ROAD f 7225 CRANE AVENUE 449 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 993-0739 --------------- --- ----------------------------- ----- ------------------------ Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 60 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 1500 Fee summary Charged Paid Credited Due --- - ------ ---- --- ---------- ------ ---- ---- ------ ---------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILD CODES 4 BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address P 3 2- Date Date Heated Square Footage @$ per sq ft= $ Garage I Shed @$ per sq ft= $ Carport/Porch @$ per sq ft= $ Deck @$ per sq ft= $ Patio @$ f per sq ft= $ TOTAL VALUATION: $ Total Valuation 1, $ toed i 4y 6r $ Remaining Value $). per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ �[ ZONING: +V2 Filing Fee $ O FLOOD ZONE: ( )Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ v WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IlvIPROVEMENT.$ SEWER TAP $ C ( )RADON .0050 $ SECTION H PAVING( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ 0 GRAND TOTAL DUE: $ G gqo �y� �� 5Kz CI'T'Y OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT L. �geg� 800 Seminole Road rr Atlantic Beach,Florida 32233 'rJi31�f' (904)247-5800 (904)247-5845 Fax R EC, ERS VE 0 I www.coab.us CITY OF ATLANTIC hEACH BUILDING A 7ONiNG t PLAN REVIEW COMMENTS JUN 2 3 2005 Permit Application # 05 :5C)( kk Property Address: 8 4 40 Applicant: se-.4 T•-•l c'�t �o b{t ►JCS Project: C0 F� Thi permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: ft, JUN 0 0'r",; CITY OF ATLANTIC BEACH ! �r ROOFING PERMIT APPLICATION r 7 V, 013 Date: Job Address: Owner of Property: Address: r epbone:R� Contractor: 2 e S'e m u uv' State License Number: C e C —o r (0 l3 Contractor's Address: 3?2 - Telephone: J!� Fax: B S e v ►,,m u✓Ci� I r O sy— Scope of Work: o Deck Slope: 3 Greater than 2:12 Less than 2:12 Valuation of work: O D Product Name(Example: Timberline): e T Q 3 4, Manufacturer(Example: GAF): ASTM Designation(s): k f i6'4 Required Inspections: S thing and Final Signature of Owner: Date: (gZ 3 Q s-- Signature of Contractor: Date: 13 0 S/ AS TO OWNER: Sworn to and subscribed before me this t7- day of '� t ,20C State of Florida,Coun of Duval �...... HAROLD MA11HGWO Notary's Signature: it i'l e•/ MY COMMISSION#DD 397843 EXPIRES:May 14,2009 Personally known �^ B=W Thru Notary Public ur denwMrs ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this 3 day of �l/�1 ,20 0�7 State of F, ; HAROLD MATTHEWS Notary's Signature: ou MY COMMISSION#DD 397843 :• 4" 4 EXPIRES:May 14,2009 4; f� amrdedThruNMryPubikUnd--era ❑ Personally known -- [Produced identification y1 Type of identification produced L� 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •bttp://www.cLatlantic-beach.fLus Page 1 Revised 2121/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD } m ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030639 Date 6/27/05 Property Address . . . . . . 840 CAVALLA RD Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 Owner Contractor - -- ------- --- ----- ------ --- -- - ------------ ------ ATLANTIC PROPERTY PARTNERS R. B . SEYMOUR ROOFING INC 840 CAVALLA ROAD 7225 CRANE AVENUE #49 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 993-0739 --- ------ ---- --------- -------------------- - --- -- ------ ------- --------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 60 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 1500 Fee summary Charged Paid Credited Due - --- ---- - -------- ---------- ------- --- ---------- ---------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILD CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address P,3 2- Date Date f 2 3 Cfl5 Heated Square Footage @$ per sq ft= $ Garage/Shed @ $ per sq ft= $ Carport/Porch @$ •per sq ft= $ Deck @$ per sq ft= $` Patio @$ E per sq ft= $ TOTAL VALUATION: $ Total Valuation 1 $ (GOo i Remaining Value $5 per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ �I ZONING: +1/2 Filing Fee $ FLOOD ZONE: ( )Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ C1 WATER IM PACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT.$ SEWER TAP $ C ( )RADON .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ 0 GRAND TOTAL DUE: $ G �: 1 9K2 rs'=1r��rf� CITY OF ATLANTIC BEACH CD. BUILDING / ZONING DEPARTMENT L. Higgins P 800 Seminole Road oerr r Atlantic Beach,Florida 32233 rrJF3f' (904)247-5800 (904)247-5845 Fax EWA E WE l,,D k www.coab.us CITY OF ATLANTIC PEACH BUILDING R 70KWy1(-, i PLAN REVIEW COMMENTS JUN 2 3 2005 Permit Application # BY: Property Address: -^oo.,O, Applicant: . 6• t4 t )2 "Rb O f-t POG Project: �ea 1a00� FF This ermit application has been: Approved evi emend the following items need attention: a�A ✓�S Z r9 u Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: JUS 2110b CITY OF ATLANTIC BEACH '> ROOFING PERMIT APPLICATION J1 �r CA OSDate: Job Address: Owner of Property: c '•� Address: r ephone:�� Contractor: 2 Ir; S'e > /� State License Number: Contractor's Address: 3.22 - Telephone: 3 © Fax: B Sev mmy✓ wi z ['Orr. Scope of Work: IN-c r o Deck Slope: 3 Z2 Greater than 2:12 _Less than 2:12 Valuation of work: t d a Product Name(Example: Timberline): �4_ e T 3 4c 6 $ k Manufacturer(Example: GAF): ASTM Designation(s): �'f Required Inspections: S g and F' al Signature of Owner• �% Date: (g 2 3 Q�Ao f I Signature of Contractor: Date: Z 3 p S� AS TO OWNER: Sworn to and subscribed before me this D 3 (0- day of JJ,vex 12003— HAROLD HAROLDMATTHEWS Notary's Signature: i v My COMMISSION#DD 397843 EXPIRES:May 14,2009 -1 Personally known Banded Thru Nawrl "Pok Undam ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this t day of �,20 State of Florida,County of Duval Notary's Signature: HAROLD MATMIM .- MY COMMISSION#DD 397843 ❑ Personally known ., EXPIRES:May 14,2009 Produced identification Bwded TW NOW N*Un&mlftels Tyre of identification produced V 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.cLatiantic-beach.fLus Page 1 Revised 2/21/03 CITY OF ATLANTIC BEACH i p/ 6 NOTICE TO OWNER AND ALL PERSONS INTERESTED IN THE ATTACHED PROPERTY This property, to wit: Make: Model: Color: Tag#: State: VIN#: Located at: is improperly stored in violation of Chapter 21 - 24 - (a) and must be removed within ten (10) days or, if the property is a boat, thirty (30) days of this notice; otherwise it shall be presumed to be abandoned property and will be removed and destroyed by order of the City of Atlantic Beach. If the property is a motor vehicle or boat, the owner will be liable for the costs of removal and destruction. Dated: Time: Signed: Title(Include Badge/ID#) fes' 12 !� Any inquiries may be directed to the department indicated: CODE ENFORCEMENT OFFICE CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, FL 32233 (904) 247- 5855 NOTICE TO THE OWNER AND ALL PERSONS INTERESTED IN THE ATTACHED PROPERTY This property, to wit: T0 7- D 12d t (- 41- leHfO-Nstt_.s 7A6 A)OJ (o V located at: is improperly stored and is in violation of the Ordinance Code of the City of Atlantic Beach, Florida; Chapte5r?1 Article 11 Division 1, Section 21-24 (a) and must be removed within ten therwise it shall be presumed to be abandoned property and may be removed and destroyed by order of the City of Atlantic Beach. If the property is a motor vehicle, the owner will be liable for the costs of removal and destruction. Dated: - //d Signed: Code Enforcement Offi er City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 (904) 247-5826 6/25/92 CITY OF ATLANTIC BEACH 9:46 : 28 CMR007 SPECIAL INVESTIGATION f M P CMN007 COMPLAINT # 140 IA/ G COMPLAINT DATE: 92/06/02 ASSIGNED DEPT/DIV: 00 00 PRIORITY CODE: 0 COMPLAINT TIME: 11 : 14: 29 TAKEN BY: KREID COMPLAINANT: RESIDENT ADDRESS: 840 CAVALLA ATLANTIC BEACH FL 00000 PHONE: 904-000-0000 EXT: LOCATION: ATLANTIC BEACH FL 00000 OWNER: COMPLAINT DESC: RESIDENT ADVISES THAT AT THE ABOVE ADDRESS, OLD TENANT HAS ABANDONED AUTO TIRES, SHE DIDN'T KNOW WHO THE HOMEO WNER IS. . . . DATE OF INVESTIGATION: 0/00/00 INVESTIGATOR: --------------------------------------------------------------------------- CONDITIONS FOUND: ACTION TAKEN: / i COMPLIANCE: NOTES: FOR OFFICE USE ONLY Date......Feb....... 26-..---.19 7...0 Permit #--8.96............ $...,30.00 CITY OF ATLANTIC BEACH Valuation $.---- ,,,,„,,,,,,,,,,,,,, FLORIDA House #...840 Cavalla Road .----•.......................•--•••-•-..............------------------...... APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date........ .................................... 19..--........ R10 Vista CO Z ----------------------•----..------...Address.7.ZS F 18 Title .---------- Telephone No. Owner----------R ----------P Architect----•---•----------•---------------------------------------------------------------------------Address,-----------------------------------------------------------Telephone No------.....----_-_------ Contractor Builder--------k-• I'- HOWazd--- ......................Address-----1-5--1-----...S°`Ln Mar" --------Telephone No......- .........--------- Lot No----------6-_-----------------------•---------Block No---------26-----------------Sub Division---- ------------------------------......Zone-----_--- _C- val.l ---Rd------- ------Street.-- SOUth------SideBetween...'Sargo and Sea=-e Sts. Valuation $-----10-1-000-------For what purpose will building be used............._--- Re_S.---------Type of construction.Br1eK...uenee.r Dimensions of Building------26---X-- 4Q-------.--.Dimensions of Lot-.__8.0-..X.-.y3....-.-..-_----------_-.--Size of Footings-------8 X.-.2o-.._..--..- Size of Piers..._-- ------------------..-.--Size of Sills----------------------------..Greatest Sill Span in ft.-----..---_---_--_-.--Type Roof----A SabP-,-,Z,t-------__- How will Building be Heated?(;�Htr l_--.(egg._..........................Will Building be on Solid or Filled Ground?_-------Sol-id--.-..---_-- Size of Ceiling Joists_--T.r.US.t;eS----------------- Distance on Centers.-..--..... ....---..-_--.-...------------- Greatest Span-----------................................. ” Size of Floor Joists--S 8-b---------------------------- Distance on Centers.......... --------•---------------------- Greatest Span.------------------------------------------ of 2 X 4 Trus zes.., Distance on Centers_.-.-.24 Size of Rafters - 4 - -- -------- ----------------------------- Greatest Span..-.------..-------------------------------- it ��_' This rectangle is to represent the lot. L E �� Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. FE D 2 I ! REAR LOT LINE Two copies of plans and specifications shall be submitted with application. THE CITY OF ATLANTIC BEE CH Inspections required. 1. When steel is in place and ready to pour footing. W 2. When steel is in place and ready to pour columns and/or lintel. z Z 3. When steel is in place and ready to pour beam. a a 4. When framing is completed. E-1 5. When rough plumbing is completed,and ready to cover up. W 3 6. When septic tank drain field or sewer is laid but before it is covered. q A 7. Electrical inspection by City of Jacksonville. M 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with a attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City tlant� ach. Signature of Builder - i � gyp._..... Signatureof Owner----------------•--•-••------------------- ...---- ---•---•-••-------•--•---- re ---••===-----•-------.._....-------------------------•-•-•---•------------..