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Permit 842 Cavalla Rd 1 CITY OF ATLANTW$ ►CH MECHANICAL PERMIT A.PPLXCAMON -- Date: 12/ 7/a Property Address: s Owner: /,fJnT a Telephone#: Contractor: LI1V— Telephone 3. 8 Contractor Address: z IS (� ' Il'y2 Fax#: ?. - Contractor Signature: Zr/� In eonaideratiQnrof permit vee for doing the a described In dw above statement,we hereby at=to perform said w4t11 In Wfordanee with rho attached plans and specifications whieb aro s part hereof ad in accordance with dWCity of Adantic Beach ordiusum ad'Wadards of good ice listed therein. Type of Heating Fuel: If other construction is being done ob ibis building or site,list the building permit number: Elec as: LP Natural Central UtilitY z O Oil r O Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Cl Heat Space _ReCe3se � oor idenaO O Air Conditioning: Room o Duct System: Material' Thicictess O Maximtun capacity cfm O Itabri enation O New Building s� O Cooling Tower.Capacity Vm O Existing Building 'k > C) Fire Sprinklers:Number of He ____— -- O Elevator. _ Manlift Escalator (Num Re laeruent of Existws system ' O =Gasoline Pumps (Number ' o ;Tanks (Number) O Now Installation a .:LPG Containers (Number) (No system previously installed) O Unfired Pressure Vessel O Extension or to Existing System O ''Boilers O' ;Gas Piping a Other-Specify # Q Other—Specify LIST ALL EQUIPMENT Aim CONDTTIONiNG,REFRIGERATION EQuipmENT&CONDENSOR's Approving ' Number Units Description Model 0 Manuf lchm Ton's Agaaoy � u f r. 'HEATING—FURNACES,BOILERS,FIREPLACES dt AOL HANDLER'S Approving 'Numbgr Units Descrii Model# MArwfacnurr 13T[J's Agency ot TANKS Nominal CapaiApproving ty Type m3L i How many Dimensions Contained Manufacturer No. Asen { 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800 a Fax: (904)247-5845• htto:/Avww.ci.stlantic-beach.fl.us : Revised-1/04 t r , ___ _ Cavalla Rd.Unit: 842 Firewall -Front left 111=41 IKe_v�inAN4ee 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 ottom of the soffit in the kitchen with fireblock between the studs. 0.64" 0.64 0.63" Caval la Rd.Unit: 842 Fi rewal I -Front ri ht 1 "=4' Kevi n I ee 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" Cavalla Rd. Unit: 842 ©o� Firewall -To13 �v1 "=4' 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 wall, braced with a 1 N2" on the truss. ------------- 48.01" 0.65" 0.63" 0.75" 48.54" Cavalla Rd. Unit: 842 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 seams and joints; cover any showing nails. Prime Entire Exterior. • Paint Entire exterior, 2 colors for body and trim, ensuring even coating and coverage 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 '/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 { { i v i I 1� i i ? - 'Y4 If{ b2 i HardiplankoJames Hardie® Lap Siding , Building Products INSTALLATION INSTRUCTIONS APRIL 2005 SELECT CEDARMILL©-SMOOTH-COLONIAL SMOOTH®-COLONIAL ROUGHSAWN®-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 others in work area, mechanical ventilation(e.g.box fan,HEPA vacuum,etc.)is required sidingwet or saturated may 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 I.Shears(Pneumatic or Handheld) -NEVER use a power saw indoors g b.Better: I.Dust reducing circular saw equipped with NEVER use a circular saw blade that does not carry the Hardiblade logo at butt Hardiblade and HEPA vacuum extraction NEVER dry sweep joints. c.Good: I.Dust reducing circular saw with Hardiblade Carry planks on edge. Additional exposure information is available at www.lameshardie.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 wan maximum of 24"D.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 D.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 noE responsibilty for water infiltration within the wall. , I . The first course of any wall should be installed over a 1/4"lath strip to ensure _ a consistent plank angle(see figure 1). Blind nailing Hardiplank t stud 1"from weather-resistive plank top « barrier eather resistive o ° ° � °°° barrier ° ° ° ° fastener .—318"from ° 0 ° plank edge °o a° ° ° 1/4"thick lath strip leave appropriate gap between plank and trim,then caulk' It 'Space plank according to joint treatment either in 'moderate contact "moderate contact"(joints 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 aslo 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 I foundation #tA — weather- resistive '« a ° '$ 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: (All Lap Products) ** figure 5 BLIND NAIL: ** figure 6 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"Iongg)) • Siding nail (0.091" shank x 0.221" HD x 1-1/2" long) $ • 11 ga. 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. 11/4"min. stud 24 overlapo.c.max. weather-resistive o moderate contact barrier O� 1 01 blind nail 3/4"-1", _ — — " Minimum overlap -1 00 for Both Face ° face nail and Blind Nailing " o weather-resistive min. 11/4" barrier overlap weather resistive 1 1/4"min. barrier f overlap 'moderate contact $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 Hardiee 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 Caulk il recommended. This will help control the depth the nail is driven.If setting the nail depth add nail proves difficult,choose a setting that under drives the nail. Hit the under driven nails snug figure g A figure g B figure do not under C drive nails with a smooth faced hammer.Do not over drive nails into Hardiplanke lap siding. 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 HARDIPLANK® SIDIbb WIDTH OPENINGS 5-1/4" 6-1/4" 7-1/4" 7-1/2" APElf.0 1/4" 9-1/4" 9-1/2" 12" (exposure) (4) (5) (6) (6-1/4) 16-1/4 (7) 8) (8-1/4) (10-3/4) 100 sf 1 SQ 26 21 18 17 16 113 10 200 sf 2 SQ 53 42 35 34 31 30 2 25 20 300 sf 3 SQ 79 63 53 50 47 45 3 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 7351"/L601 490 470 436 420 368 356 273 2900 sf 29 SO76 - ft 487 451 435 381 369 283 3000 sf 30 SQ 78 04 467 450 394 382 293 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 IGC-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 FL#889,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. � 'Amerlcan r Craftsman ._ �... WINDOW And DdDN COMPANY MADE IN THE U.S.A. , SERIES 2900 VINYL SINGLE HUNG WINDOW �- Window Size,Rough Opening,Clear Opening and Glass Size Information E L_ i d 2/6 x 310 30 x 36 301/2 x 36112 25 x 131/2 2.34 257/8 x 16 5.25 2/6 x 3/2 30 x 38 301/2 x 381/2 25 x 141/2 2.52 257/8 x 17 5.60 2/6 x 3/8 30 x 44 301/2 x 441/2 25 x 17112 3.04 25 718 x 20 6.64 2/6 x 3/10 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 30112 x 481/2 25 x 191/2 3.39 257/8 x 22 7.34 2/6 x 4/2 30 x 50 30 112 x 50112 25 x 201/2 3.56 25718 x 23 7.68 2/6 x 4/4 30 x 52 301/2 x 521/2 25 x 21 1/2 3.73 25 718 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 2/6 x 5/0 30 x 60 30 112 x 601/2 25 x 251/2 4.43 257/8 x 28 9.42 2/6 x 5/2 30 x 62 30112 x 62 112 25 x 26 112 4.60 257/8 x 29 9.77 2/6 x 5/6 30 x 66 301/2 x 661/2 25 x 28 1/2 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 741/2 25 x 32112 5.64 257/8 x 35 11.85 2/6 x 7/0 30 x 84 301/2 x 84 112 25 x 371/2 6.51 257/8 x 40 13.59 3/0 x 310 1 36 x 36 361/2 x 361/2 31 x 13 112 2.91 31 7/8 x 16 6.51 3/0 x 3/2 36 x 38 361/2 x 381/2 31 x 141/2 3.12 31 718 x 17 6.94 3/0 x 3/8 36 x 44 361/2 x 44 112 31 x 171/2 3.7731 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 1 31 7/8 x 21 8.66 3/0 x 4/0 36 x 48 361/2 x 481/2 31 x 191/2 4.20 317/8 x 22 9.10 3/0 x 4/2 36 x 50 361/2 x 501/2 31 x 20112 4.41 31 718 x 23 9.53 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 3/0 x 5/0 36 x 60 36 112 x 601/2 31 x 251/2 5.49 31 7/8 x 28 11.68 , 3/0 x 5/2 36 x 62 361/2 x 621/2 31 x 26112 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 12.97 310 x 610 36 x 72 361/2 x 72 112 31 x 31 112 6.78 31 7/8 x 34 14.26 3/0 x 6/2 36 x 74 361/2 x 741/2 31 x 32 112 7.00 317/8 x 35 14.69 3/0 x 7/0 36 x 84 361/2 x 84 1/2 31 x 37 1/2 8.07 31 7/8 x 40 16.85 fi y Effective 1/1/03 Page 29.31 " Acer can ;p:171 Crafts.man MADE IN THE U.S.A. SERIES 2803 VINYL SLIDING WINDOW 3 PANEL EQUAL LITE Window Size, Rough Opening,Clear Opening and Glass Size Information 6/0 x 2/0 72 x 23 72 1/2 x 231/2 1813/16 x 177/8 2.34 Mx36 "8.26/0 x 3/0 72 x 35 72 1/2 x 351/2 1813/16 x 297/8 3.90 6/0 x 3/6 72 x 41 72 1/2 x 41 1/2 1813/16 x 357/8 4.69 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 22314 x 407/8 18.23 6/0 x 4/0 72 x 47 721/2 x 471/2 1813/16 x 41 7/8 5.47 223/4 x 427/8 19.14 6/0 x 4/2 72 x 49 721/2 x 491/2 18 13/16 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 18 13/16 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 ' 6/0 x 5/0 72 x 59 721/2 x 59 1/2 18 13/16 x 53 7/8 7.04 223/4 x 54 7/8 24.61 8/0 x 2/0 96 x 23 961/2 x 231/2 2613/16 x 177/8 3.33 30314 x 18 7/8 11.20 8/0 x 3/0 96 x 35 96 1/2 x 351/2 26 13/16 x 297/8 5.56 303/4 x 30 7/8 18.67 8/0 x 3/6 96 x 41 961/2 x 41 1/2 2613/16 x 357/8 6.68 303/4 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 2613/16 x 397/8 7.42 303/4 x 407/8 24.90 8/0 x 4/0 96 x 47 961/2 x 471/2 2613/16 x 41 7/8 7.80 303/4 x 427/8 26.14 8/0 x 4/2 96 x 49 961/2 x 491/2 2613/16 x 43718 8.17 303/4 x 447/8 27.39 8/0 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 2613/16 x 477/8 8.91 303/4 x 487/8 29.88 810 x 5/0 96 x 59 961/2 x 59112 2613/16 x 537/8 10.03 30 3/4 x 54 7/8 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. 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-107F Silverline Building Products,Inc. One Silver Line Drive North Brunswick,New Jersey 08902 DESCREMON OF UNIT Model Designation: Vinyl Single Hung Window, Series/Model 2900. Mazimum 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. 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 I ocatton Date ReportNo. Caq YLMZTedmician Uniform Static February 16,1999 01-34085.01 ASTM E330 Air Pr nsnue ATI—York,PA November 10,1999 01-36126.01 Adam Fodor ASTM F588 Forced Fmtry ATI—York,PA February 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 1 01-36126.01 ASTM E283 Air Infiltration ATI—York,PA NovembeFefrua a 999 16,1999 01-34085.01 Adam Fodor r 10,101-36126.01 Design Pressure Ratings: 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 1/8"Am.-Air Space-1/8"Aon. Up to 44"X 62" +45.00 psf -45.00 psf Single Hung Window 1/8"Ann.-Air Space-'1/8"Ara. Up to 36"X 62" +50.00 Pif -50.00 psf Single Hung Window 1/8"Arm.-Air Space-1)8"Am. Up to 38"X 60" +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 1707.4.4.2)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: btainedCertification: 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" -11 1 1 h I 1 O O tD t0 S M • • s O #10 x 2 1/4" SHEET METAL SCREW 0 0 do so 1 T #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 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 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 AM—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 An—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 Penetration ATI—York,PA November 10,1999 01-36126.01 Adam Fodor November l9 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 1 01-43155.01 Joseph A.Reed,P.E. Design Pressure Ratings: 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 1/8"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 1707.4.4.2)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 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. = 1 O.C. N N U U 00 - O C7 #8 x 2" SHEET METAL SCREW, TYP. 4" -� 10" MAX. #8 x 2" O.C. SHEET METAL SCREW SIDE JAM*x2l" SILL #8 x 2" SHEET EET METAL SCREW HEAD JAMB ETAL SCREW DWG. SLSH-411 MODEL DESIGNATION: Silverline Series 2900 Single Hung Window z o MAXIMUM OVERALL NOMINAL SIZE: Single up to a maximum of 48" x 84" MASONRY UNTEL ori 0) w DESIGN PRESSURE RATING: 'n w 2.0" MIN. Anchors: 48" x 84" Positive 30.0 PSF Negative 30.17 PSF n rz rr) O 1 x 2 44" x 62" Positive 45.0 PSF Negative 45.0 PSF I 0 ;o a 00 Up to 38 x 60 Positive 50.0 PSF Negative 50.0 PSF FURRING E u In Up to 36"x 74" Positive 50.0 PSF Negative 50.0 PSF z Z a Ln Windows: Design Pressure Ratings Vary; See DRYWALL t1i Corresponding AAMA Test Report or Dade LL CI, CONE e . NOA or Florida P.E. Evaluation. S�CAULK o US AB CONFI RATION 0 ° X 1 x 6 SUB—BUCK a 0 J SILICONE CAULK o N GENERAL DESCRIPTION The head and side jambs are extruded PVC. The HEADER JAMB wall thickness through which the anchor screw MAX 0.25' 1.25" MIN. _ penetrates in the head and side jambs is 0.070» SHIM.SPACE EMB. 6 HEAD JAMB 2.5'x 3/16"MIN- MASONRY N A _ y� TAPCON TYPE ANCHOR SILICONE CAULK a O 6 1 '• r U a0 ' I MAX. 025" m O SHIM j 7 2-5"x 3/16"MIN- >z O • , FRAME TAPCON TYPE ANCHOR ROY Q _ � Q, SEE NOTE z c til 3 BELOW SIDE JAMB �'}• m p SILICONE CAULK t- `•':i'� cv U7 O Z a- :.� ai 1 x 6 SUB–BUCK _ - INTERIOR DRYWALL z 6:e W SASH TRACK 1 x 2 O Z O MAX. 0.25" FURRING O N MEETING RAIL SHIM SILICONE CAULK Q 3 CTR UNE INSIDE STOOL z Q SILICONE CAULK SHIM � OO = Z VERTICAL JAMB O MASONRY 1"x 2"FURRING 0C `L J > O SILL = -. .._. - DRYWALL C� m (D >� 2 EXTERIOR z SASH TRACK ' – CC X SILL U 7-625" �— co s NO 1. This installation has been evaluated for use in locations adhering to the Florida Building CodeBUILaING and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings CONSULTANTS, INC • and Other Structures do not exceed the design pressure ratings listed herein. 813.659.9197 `a 2. For installations where the sub–buck is less than 1-1/2"(FOC section 1707.4.4 Anchorage Methods w1r: 5/10/02 and sub–sections 1707.4.4.1 and 1707.4.4.2 Topcon type concrete anchors must be used and the SCALE: N.T.S. length must be such that a minimum 1-1/4'engagement of the Topcon into the masonry wall is obtained. owc.BY: TJH .Q7 3. When installing a window that is 36"or less in width, the centerline screw at the head may be eliminated. CHK.BY: R.W- 4. Wall dressing at exterior flanges By Others s artAMNG No.: 48" MAX. OVERALL FRAME WIDTH 5, Adjust Topcon anchor locations, it necessary, to maintain a minimum 2.0" clearance from mortar joints. SL-404R sNecT 1 or 1 MODE? DESIGNATION: Silverline Series 2900 Single Hung Windowi of 3"x 3/16" TAPCON o MASONRY LINTEL `� w MIN TYPE ANCHOR MAXIMUM OVERALL NOMINAL SIZE: Single up to a maximum of 48" x 84' o; I x 2 Cn0 GSK;N PRESSURE RATING: Anchors: 48" x 84` Positive 30.0 PSF Negative 30.0 PSF FURRING n 44" x 62" Positive 45.0 PSF Negative 45.0 PSF B M O Up to 38" x 60` Positive 50.0 PSF Negative 50.0 PSF '`.L' `t Up to 36" x 74" Positive 50.0 PSF Negative 50.0 PSFU LO SYLK:ONE DRYWALL r -, r� U Z i Windows: Design Pressure Ratings Vary; See CAULK U -C M Corresponding AAMA Test Report or Code ti uJ c -� NOA or Florida P.E. Evaluation. Z _ c d USABLE CONFIGURATIONS 0 g Di 2 x 6 SUB-BUCK c w o X M w SILICONE CAULK C •i o f Ln GENERAL DESCRIPTION' The head and side jambs are extruded PVC. The HEADER JAMB MAX 0.25' J U rn wall thickness through which the anchor screw SHIM SPACE 6- penetrates in the head and side jambs is 0.070". 1.33'MIN. HEAD JAMB S10 x 1 3/4"PAN HEAD G t SHEET METAL SCREW EMB. MASONRY a b" 6'-F---� SILICONE CAULK a �p 1 n I fI o DO DO MAX. 0.25' y O SHIM U /'10 x 1 3/4' PAN HEAD - -_-_+.:'. "'O >Z SHEET METAL SCREW 0. Y O T----' 4 0 SEE NOTE > cv 3 BELOW c to m f 10 x 1 3/4" SIDE JAMB = - _ .0 t ' 11\ c o2 SHEET METAL SCREW "�V '��i� WINDOW FRAME SILICONE CAULK `� fn O Z IZ TO BUCK 3"x 3/16" TAPCON i' {• --�- "� TYPE ANCHOR W_ SMASH IOTRACK 2 x 6 SUB-BUCK Z 7 W DRYWALL Z � 1x2 I" O MEETING RAIL MAX. 0.25 FURRING 1.25'MIN. LJ U {+- CTR LINE SHIM SILICONE CAULK EMB. (n a GO INSIDE STOOL Z O SILICONE CAULK SHIM � iz- O = Z W MASONRY _ 1"x 2"FURRING 1 VERTICAL JAMB � 1' w > SILL . . DRYWALL U U J O Z Z �- X - EXTERIOR _ ... _ z m j Q SASH TRACK _ X N O N .. y 3" X 3/16"TAPCONcp 7.625' 1�SILL Z O BUCK TO MASONRY Q L� - �6U0.DING - CONSULTANTS, INC NO 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 Bu5/10/02. 1. 02 ildings scxe N.T.S. and Other Structures do not exceed the design pressure ratings listed herein. DWG.BY: rJH 2. When installing o window that is 36'or less in width, the centerline screw at the head may be eliminated. DWG Ify. R.W. 3. Wall dressing at exterior flanges By Others. DRAWING Na- F-48" MAX. OVERALL FRAME WIDTH 4. Adjust Topcon anchor locations, if necessary, to maintain a minimum 2.0'0earonce from mortar joints. SL-41OR SHEET 1 OF 1 h s MODEL DESIGNATION, - Silverline Series 2900 Single Hung Window W/ Nailing Flange N MAXIMUM QVERALL NOMINAL SIZ Single up to a maximum of 48" x 84" 1.1E" MIN. - _ 01 m EXTERIOR SHEATHING EMB. 2x FRAMED HEADER r PO a DESIGN PRESSURE RATING: Anchors: 48' x 84' Positive 30.0 PSFNegative 30.0 PSF /8 x 2"SHEET ` 44"x 62' Positive 45.0 PSF Negative 45.0 PSF SIDING METAL SCREW E L) U1 Up to 38 'x 60" Positive 50.0 PSF Negative 50.0 PSF 15lbs. FELT r o 0 10 Up to 36" x 74" Positive 50.0 PSF Negative 50.0 PSF SEE NOTE 2 u Z J 1 Windows: Design Pressure Ratings Vary; See SILICONE _ DRY WALL O J CAULKL W Corresponding AAMA Test Report or Dade C C t1 (L � NOA or Florida P.E. Evaluation. ------ O Fi.. USABLE CONFIGURATIONS- 0 HEAD JAMB C D X SILICONE CAULK -` b O GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The 1/4' MAX. SHIM wall thickness through which the anchor screw SILICONE CAULK penetrates in the nailing flange is 0.070 SEE NOTE 3 HEAD JAMB ry 4" DOUBLE 2x HEADER SILICONE CAULK 1/4 MAX. SHIM p O SIDING SIDE JAMB y O 15lbs. FELT SEE NOTE 2 0 _ _ Q EXTERIOR SHEATHING tl p`,y U N 10 MAX. N U -2— SIDE .) p O.C. O C 3 16 SILICONE CAULKai rn 2x STUD m SEE NOTE 3 C N m 1 w 2x STUD SILICONE CAULK m m i � v (0 OZa !� = i/4" MAX. SHIM /8 x 2" SHEET O METAL SCREW DRY WALL = METAL CAULK Z ZO Lil Lu SILL VERTICAL JAMB 1— Z SILICONE CAULK zi SEE NOTE 3 W 0Y _Z . U t' —' INSIDE STOOL LnZp U Q SILICONE CAULK p U Z Q Ld 15lbs. FELT FRAMED SILL U C�l = Z SEE NOTE 2 DRY WALL U t-- Lil Z Cr) - 3 X SIDING IY X Z 3 EXTERIOR SHEATHING 18 x 2" SHEET ZZ N �p METAL SCREW z nr�O Z d- 1.15" MIN. 00 EMB. 1) S M 10' MAX O.C. oere. 6/03/02 Sale: N.T.S. NOTE 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 flws.BY: TJH and Other Structures do not exceed the design pressure ratings listed herein. cW.BY: R.W. 2. 15lbs. felt must be used as a water barrier. The felt must cover the nailing flange and anchor screw heads"RAWNG No.: 4" d SL-411R 3. The full perimeter of the window nailing flange must have o heavy tread of caulk applied to the building 48" MAX. OVERALL FRAME WIDTH —I side before the window is placed in the opening. SNEE 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. 9B-72.070,Method ld 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.Schinidt,P.E.-No.43-11.09 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. Confi u� rations MAX.Nominal Width MAX.Nominal Heieht 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 Desi 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 36"x 74" + 50.0 PSF - 50.0 PSF Up to 44"x 62" + 45.0 PSF -45.0 PSF Up to 48"x 74" + 34.0 PSF - 34.0 PSF Lyndon F. Schmid3,.N. . 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/I.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 HAMA/NWWDA 101/1.5.2-97 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.43499 January 9,2004 Sheet 3 of 3 American NEW CONSTRUCTION WINDOW '^rlctSl2lal� STRUCTURAL PERFORMANCE [c..,,Wndows STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. WINDOWAIR INFILTRATION WATER STRUCTURAL METHOD WINDOW SIZE r - RATING 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 11150 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 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 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.E 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 LiteAAMA/NWWDA/I.S.287" x 62" 0.08 CFM 7.50 PSF 60.0 PSF DP-40 Fixed Lite 101II.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 3050/3060/ 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 Inflitratlentests involve the equivalent of 25 mph wind.The lower the air infiltration rating the better, Water lnflltrationtests a window's ability to resist waxer 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 or 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. IMPR American NEW CONSTRUCTION WINDOW Kip '.r, fttsminpuamom STRUCTURAL PERFORMANCE Windows- STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. WINDOW 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 101/I.S.2 48"x 90" N/A N/A 45.0 PSF DP-30 108" 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 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 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(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 Infiltrationtests 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 hundred's of pounds of force to try to lift or push them open while in the locked position. For more information on American Craftsman Windows,visit us at www.americancraftsmanw!n.com or call us at 888-504-0005. American can REPLACEMENT WINDOW Crisman STRUCTURAL PERFORMANCE Windowso STRUCTURAL TEST INFORMATION Our windows are tested and certified to the AAMA/NWWDA 101/I.S.2 specification for structural performance. WINDOW • WATER SERIES TEST METH• � D• @ 25 MPH RESISTANCE TEST PRESSURE D. RATING 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/I.S.2 40"x 72" NIA NIA 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 101/1.3.2 5900 Hopper AAMA/NWWDA 48"x 31" 0.13 CFM 6.75 PSF 37.5 PSF DP-25 101/13.2 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" NIA 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 MiThe AAMA established standards for structural integrity,air infiltration,water infiltration resistance and forced entry resistance. Structural Intagrityis 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 arnount of wind or pressure the window will withstand. Air Inflltrationtests involve the equivalent of 25 mph wind.The lower the air infiltration rating the better. Water Inflltrationtests a window's ability to resist water leakage through the window frame,stashes,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 them open while in the locked position. For more information on Silver Line Windows, visit us at www.silverlinewindows.com or call us at 800-234-4228 F RUM :UXLLY CHB I NE I WHREHUU56 F HX NU. :yb4by,54448 May. 1H 2UUb 11:21JHM H1 Proposal DXCEy CABINET WAREHOUSE, INC Date: 5/1,712006 , 7037 COMMONWEALTH AVE#$B Jacksonville, Fl.32220 (906)695-6664 Of o (904)6934448 FaX 904) 518.1847 MOBM-E Submitted To: Job Name: 2001 PROPIERTIES 832-846 CAVAL.L.A 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 $160,00 CROWN MLDG $105.00 STANDARD KNOBS OR PULLS $98.60 AL L MATERLALS ARE GUARANTEED 70 BE AS POOMM.THE ZRK ABOVE TC BE PERFORMED PER THE ATTACHED DRAWINGS D SPi:OIFICATION SHEET,AND To BE COMPLETED IN A WORD"HIP UKE MANNER. TERMS Y ALTERATION OR DEVIIATION fRC A THE ABOVE OP6CIPICATIONS,INVO VINO COSTS,WILL BE EXECUTED ONLY ON WRITTEN ORMR AND WILL 8EOQW AN EXTRA CHARGE OVER AND ABOVE THE ESYNMATE QIVEN.ALL AGREEMENTS ARE CONTM NT UPON BTA=,ACCIDENT,OR DELAYS BEYOND OUR CONTROL, ACCEPTANCE: THE ASO.VE PRICES,SPECIFICATIONS,CONDITIONS,AND PAYMENT•TERMS ARE SATISFACTORY AND HP-REBYACCEPTED. YOU ARE HEREBY AUTHORIZED TO DO THE WORK. ACCEPTED DATE THANK YOU,81LL OXLEY �� a . fi v' � CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD !a ATLANTIC BEACH, FL 32233 � V INSPECTION PHONE LINE 247-5826 <Jl�l�� Application Number . . . . . 05-00030813 Date 8/17/05 Property Address . . . . . . 842 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 842 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 PE IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA B DCODES. )o I&k • BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: r tf D. Ford BUILDING / ZONING DEPARTMENT ns rr i°---- v 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # D5 — -;�n F� (3 Property Address: 4 l./^U-"a" Applicant: (� ICU IJ Coti3'S _ C . Project: This 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:_ k Date: IS Date Contractor Notified: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION - (Alterations &Additions) Date:X07/07/05 Job Address: 842 Cavalla Rd Owner of Property: Atlantic Property Partners AIL IQ Address: 1328 north Third Street Jacksonville Beach,FL 32250_ Telephone: _904.247.7414 Legal Description: Block Number: ,26 Lot Number: 7 Zoning District: Contractor: l)IC•O/J lr!505t 2. Co • State License Number: Contractor Address: ,, ( ' Telephone: (o ztv' 3 Z`i' 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 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 all info tion provided with this application is correct. /x- Signature of owner: Date:,7h 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 constrPeandc rmance of construction of the property. I understand that the issuance of this permit is contingent upon the above information ect and that the plans and supporting data have been or shall be provided as required. Signature of ContraDate:Address and contf person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of Ill1 l ,20 • State of Florida, County of Duval r ti..1 i Julie M.Haynes Notary's Signature: 1 _.; MY COMMISSION# DD126313 EXPIRES August 1g,2006 N .Personally known 't'r;F;..•' BONDED THRUT"FAIN INSURANCE,JW, produced identification Type of identification produced AS TO CONTRACTOR: , . Sworn to and subscribed before me this a4 day of 20 O S State of Florida,County of Duval Notary's Signature: JEANNE M.SHAW rsonally known .. MY COMMISSION#DD 435986 a= EXPIRES:May 31,2009 Produced identification EbndedThruNotary Public Underrvmtters Type of identification produced 1)ny U c 3 (oo- -43a -ILf•qG-f-0 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 3 Revised 1/04 A,i CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION CHECKLIST � i (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.atlantic-beach.fl.us Page 1 Revised 1/04 t t ��✓" t _ FILE Cop ------------------------ �t S ` r 1 � tt ` ' t t -w " FIL l � � t - ! r r '.✓ .� j`t<J+�t Ir+tl+ I f4f`(t1`Lj fir i 1 /\ ��� �� `rittrlfrtrtl7tt.!"i ttt-11t1J! riIF I t /� `�`�•� �y="}_- �';` � � � t�'il-j<.' f ;; r+iJ t t!! +.'1 `(-, r ` .. _�''�r.;yft + r' a�' j +t t t Ft f i d ft t, r i f+ t •-;7� r t j) y—' t� , J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ,� ..� ATLANTIC BEACH, FL 32233 Y ' INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031891 Date 12/28/05 Property Address . . . . . . 842 CAVALLA RD Tenant nbr, name . . . . . . INSTALL AHU 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 (9 04) 241-3785 ------------------------ --- ------------------ --- ---------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ------- -- - -- -------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 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 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 \ INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031387 Date 10/10/05 Property Address . . . . . . 842 CAVALLA RD Tenant nbr, name . . . . . . CHANGE FIXTURES Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ATLANTIC PROPERTY PARTNERS ALL CITY ELECTRICAL CONTRACT. 842 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 A PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL M : OFFI0AL =: i= CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION "LJ;3S�• Date: Property Address: 7 Z- (cc ((C_t e L Owner: —A I aw rk(, Pmpe rh LAhas L--C- Telephone#: Contractor: PO tTC- Telephone#: J– 013 1 Contractor Address: 1 68 I&K ied T&Y 3o_Q 19 Fax#: 37q -- ©off Contractor Signature: In consideration of permit givenf o' a work as described in the above statement, we hereby agree to perform said work in accordance with the attached sand specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of ractice listed therein. Building: building Type: ❑ Trailer Service: If other construction is ❑ New (K Residence ❑ Temp. ❑ New being done on this building Or site,list the building 3( Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ -Addition Sq.Ft. .❑ Repair Conductor Size: AMPS: COPPER ALUMINUM 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 Rece tacles 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 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. 7— Ea._Sign Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• htti)://www.ei.atiantic-beach.fl.us Revised 1/04 I ' C 3 I— 95 3 x ' rrr T4WL r �, f�x z f T s WP3 30X'.` rr 24V�ICR- � � `z BF3 4 42WCR 926E SPP y� z y, �J 42BC 5 V36SD 30 rr c 39BCR 33W C I rT 76 I v" i 36X 109 1/2 1 —34 112--------I 33X I 36RBS ` x AIL I c 3 B53 ' V30SBF3 30 IZ. Q r t a �Jfl DW-Euro 27W 44, r EP 1 . 3 f ¢ rce v . , N v - - x . 3 R Client:KEVIN ALGEE MPG:Kitchen K4mpect November 2004 View:Plan Phone: Door Style: Melrowood Maple Scats:Scale-to-fit Design:KEVIN ALGEE Pug: Date:311710$ Designer: Bulder (rage:l F HUM :UXLLY UH}31 Nb I WHRLHUUbL F HX NU. :yb4by,54448 May. 18 �2005 11:,JUHM N.S b 0 0. _ �� `o ILI � d _ - a � p l W W V Q i6 F •Z ZZyJ •� X G a 0 n 1 3 C X R -C C, m C7C rr -- - - - - - - .•.. =_��� ' x rr ------------- rr 1 IS t 7 I !' T 1 1 A IL, ., .s -- - ---- --------------- ---------------- Doan ` r a G --- ----------- $5 - t ----- ( 3 Client KEVIN ALGEE F164. :lGtdien Kompact November 2404". View-Pers edw Phone: r Style: Mellowood Maple Scale;Scale-to-frt Design:KEVI ALGEE Pu : Dais:5117145 Designer Builder: I Page:t FHUM :UXLtY UHHINi=l WHRI=HUU5t FHX NU. :'j04by.3444H May. IB 2005 ll:.51HM Ht> a. CR3 - ' I n y m 0 Y ami � w a m w w R z } T T � x rr ti rr z rr C • U. rr ; T f C � I � III 6 A a - E �i rc u IC • — 3 'r 34 114 N Client KEVIN At GEE ' MFG:Kibahen Kompact November2004Vicw.irlevaflon Phone: Door Style: Mellowood Maple Scale:Scale-to-fit Design:KEVIN AIGEE Pull: Date:5117105 Designer. Batllder: . Page:t ri s, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029980 Date 3/29/05 Property Address . . . . . . 842 CAVALLA RD Tenant nbr, name . . . . . . REPLACE SE OUTSIDE CABLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------- -------------- ------------------------ 2001 properties ALL CITY ELECTRICAL CONTRACT. 842 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 irged Paid Credited Due -------- ---------- ---------- ---------- 70 . 00 70 . 00 . 00 . 00 . 00 . 00 . 00 . 00 70 . 00 70 . 00 . 00 . 00 City�of Atlantic Beach *#* C118TM RECEIPT *** Blur: Bowls Type: OC Drawer: 1 Date: 3/29/15 11 Receipt no: 43913 Description 299Quantity Amount BP BUILDING PERNITS 17@.11 Tender detail 1487 :71.11 C( CIECR VL O Total tendered VL O Total payment VLO Trans date: 3/29/15 Time: 11:51:34 H ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING BUILDING OFFICIAL ` 1 X CITY OF ATL' NTI LhCi#' J„" r ELECTRICAL PE IT APPLICATION '1oil Date: `Z C6 Property Address: Owner: 2-061 Telephone#: Contractor: t411 0'(f_1 1 C `(C C, / )--Telephone#: 7 1 q 61 3) Contractor Address: bA.) b X Fax#: -3 7-9 d 6® 2 —L In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: 0 Trailer Service: If other construction is 0 New Residence 0 Temp. ❑ New beteg done on this building Or site,list the building Old ❑ Commercial O Signs 0 Increase Permit number. ❑ Re-wire ❑ Addition Sq.Ft. .Repair Conductor Size: AMPS: COPPER ALUM MUM Switch orRpCEs C'2 Breaker AMPS / PH W -3 VOLT 2L/U WAY Existing Service RACE Size AMPS PH W VOLT?-qD WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 30 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air . H.P-RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER60 V _QVER600V Transformers NO. KVA NO. KVA NoNeon_Transf. Ea._Sign nn l Miscellaneous (` 1GtC (� v d t S ► 4- C>v 800 Seminole"Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us f �a z CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 it Application Number . . . . . 05-00030638 Date 6/27/05 Property Address . . . . . . 842 CAVALLA RD Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 Owner Contractor ----- --- --- -- ---- ------- ------ ------------------ ATLANTIC PROPRTY PARTNERS R. B . SEYMOUR ROOFING INC 842 CAVALLA ROAD f 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 BUILDING CODES. BUILDING OFFICIAL h CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address g32- Date 3ZDate C 23 rot Heated Square Footage @$ per sq ft= $ Garage/Shed @$ per sq ft= $ Carport/Porch @$ ..per sq ft= $ Deck @$ per sq ft= $ Patio @$ f per sq ft= $ TOTAL VALUATION: $ 1.5b0 35f $ -35 Total Valuation 1 $ /oeo i 4y 6r $ v Remaining Value $,) per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ 0 ZONING: + 1/2 Filing Fee $ FLOOD ZONE: ( )Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ v WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL INTROVEMENT$ SEWER TAP $ C ( }RADON .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ 0 GRAND TOTAL DUE: $ G �qz CITY OF ATLANTIC BEACH cc: i BUILDING / ZONING DEPARTMENTT s 800 Seminole Road L. Higgins ' >`� Atlantic Beach,Florida 32233 oerr sr J131>'' (904)247-5800 (904)247-5845 Fax �� q www.coab.us CITY OF ATLANTIc PEACH � C3�J LDINIG f, ZC)�1�nIG PLAN REVIEW COMMENTS JUN 2 3 2005 Permit Application # OS - ac)(,4Z f tltl BY: Property Address: P,k� Applicant: S T--fie- (Z }200=t eJG Project: �F This rmit application has been: Approved Reviewed and the following items need attention: G2i� 4 - 3 2- Please Please re-submit your application when these items have been completed. Reviewed Ey: ULDate: n Date Contractor Notified: CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION Date: o — 0,3 Job Address: 2 vZ (a ' Owner of Property: -9c)o c f ^�c Address: r ephone:�(� 4 Contractor: 2 -Sev ry ue- State License Number: C (f C —0 r'-4 fo 13 Contractor's Address: S"�!, l �.� C"�C�0/i Telephoner 3•- © Fax: A B C e v m m ve(_m�_< e O y, Scope of Work: !` o Deck Slope: 2— Greater than 2:12 Less than 2:12 Valuation of work: ��� -0-0 b Product Name(Example: Timberline): Q4 �• e T .3 Manufacturer(Example: GAF): ASTM Designation(s): -,/(a ?— Required Inspections: S thing and Final Signature of Owner: Date: (gI2 3 Lo r Signature of Contractor: Date: l AS TO OWNER: Sworn to and subscribed before me this a'� day of 20 657 State of Florida,County of Duval Notary's Signature: HAROLD MATTHEWS MY COMMISSION#DD 397843personally known EXPIRES:May 14,2009 •'f pf;1;,?�;`'' Bmrded Thru Notary Pd*Undeiwrkers ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this �3 day of State of Florida,County of Duval Notary's Signature: = ry HAROLD MAMEWS MY COMMISSION#DD 397843 sonally known s c. EXPIRES:May 14,2009 Produced identification l F,tk" BmAd Ztxu Notary Pubkc Underwriters Type of identification produced 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 � ctic Vead - 'a la 800 SF.AIINOLE ROAD I ATLANTIC BEACH,FLORIDA 32233-5345 -�- TELEPHONE(904)247-5800 FAX(904)247-5805 M E M O R A N D U M January 26, 1993 TO: David Thompson, Chief FROM: ?'Karl W. Grunewald, Code Enforcement Officer RE: Junk Automobiles Please have the following towed: 1 . `" - Isuzo Pick-up Truck - Tan (Rear of Building) KWG/pah cc: City Manager NOTICE TO THE OWNER AND ALL PERSONS INTERESTED IN THE ATTACHED PROPERTY This property, to wit: , ,e7 located at: � is improperly stored and is in violation of the Ordinance Code of the City of Atlantic Beach, Florida; Chapter 21, Article 11, Division 1, Section 21-24 (a) and must be removed within ten (10) days otherwise 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: 7 ,r Signed: ode n orcement Officer City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 (904) 247-5826 2/09/93 CITY OF ATLANTIC BEACH 13 : 38: 34 CMR007 SPECIAL INVESTIGATION CMN007 COMPLAINT # 571 COMPLAINT DATE: 93/01/14 ASSIGNED DEPT/DIV : 00 00 PRIORITY CODE: 0 COMPLAINT TIME : 16 :45 : 07 TAKEN BY: PHARRIS COMPLAINANT: GRUNEWALD x ADDRESS: CAB CEO ATLANTIC BEACH FL 00000 PHONE : 904-000-0000 EXT : LOCATION: 842 CAVALLA RD ATLANTIC BEACH FL 00000 OWNER: COMPLAINT DESC: ABANDONED ISUZO PICK UP TRUCK TAN DATE OF INVESTIGATION : 93/01/14 INVESTIGATOR : GRUNEWALD --------------------------------------------------------------------------- CONDITIONS FOUND: AS PER COMP ACTION TAKEN: TAGGED 10 DAYS SPOKE TO MR GATES ON 2-3-93 MR GATES WAS VERY UPSET HE COULD NOT UNDERSTAND LEGALITY OF TOWING, MR GATES BECAME QUITE VERBAL USING FOUL LANGUAGE AND COMPLIANCE: THREATENING. MEETING SET WITH FINANCE OFFICER ON 2-9-93 2PM NOTES: �- O` Al CITY OF r�ant�c �'eack� - �(er�iala 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 January 30 , 1996 Devillo M. Boll 2477 Castaway Drive Jacksonville, FL 32224-1100 Dear Mr . Boll : Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 842 Cavalla Road a/k/a Lot 7 , Block 26, Royal Palms 2A RE#171717-0310 Investigation of this property discloses that I have found and determined thatlyou are in violation of City of Atlantic Beach Ordinance Chapter 12, Section 12-1-(7) (Outside Storage) i . e. items stored along the rear fence must be removed and stored inside , motor vehicle bumpers , motor vehicle hood, motor vehicle seat , garden wire fencing and other items . You are hereby notified that unless the condition above described is remedied within ten (10) days from the date of your receipt hereof , this case will be turned over to the Code Enforcement Board. Under Florida Statute 162 .09, the Code Enforcement Board may impose fines of up to $250 .00 per day for a first violation and $500 .00 per day for a repeat violation. Sincerely, Karl W . Gr�newald Code Enforcement Officer KWG/pah cc: Public Safety Director CERTIFIED MAIL RETURN RECEIPT REQUESTED x331 CITY OF >�actic t�'eac` - �f''�tldd 800 SEMINOLE ROAD -- ----- ---- ATLANTIC BEACH,FLORIDA 32233-4t5 TELEPHONE(904)W-5800 FAX(904)247-5805 February 28 , 1994 Mr. Devillo Boll 2477 Castaway Drive Jacksonville, FL 32224 Dear Mr. Boll : Our records indicate that you are the owner of the following described property in the City of Atlantic Beach: 842 Cavalla Road a/k/a W 16. 4 ft of E 26. 66 ft Lot 7 , Block 26 , Royal Palms Unit 2A RE#171717-0310-6 Investigation of this property discloses and I have found and determined that this property is in violation of the following City of Atlantic Beach Ordinances and Southern Building Code Sections : Chapter 12 , Section 12-1-(8) Soffit and facia - siding and rear door have deteriorated and must be replaced and painted. You are hereby notified that unless the conditions described above are remedied within fifteen (15) days from the date hereof , this case will be turned over to the Code Enforcement Board. Under Florida Statute 162 .09, the Code Enforcement Board may impose fines of up to $250 .00 per day for a first violation and $500 .00 per day for a repeat violation. Sincerel , Karl W . Grunewald Code Enforcement Officer KWG/pah cc: City Manager CERTIFIED MAIL RETURN RECEIPT REQUESTED `33L CITY OF 1*&oft Ve d - 9&ur 4 800 SMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-544.4 TELEPHONE(904)247-SXM VAX(904)247-5805 February 28 , 1994 Mr. Devi l to Boll 2477 Castaway Drive Jacksonville, FL 32224 Dear Mr . Boll : Our records indicate that you are the owner of the following described property in the City of Atlantic Beach: 840 Cavalla Road a/k/a W 6. 14 ft of Lot 6, E 10 . 26 ft Lot 7 , m Block 26, Royal Palms Unit 2A RE#171717-0300-7 Investigation of this property discloses and I have found and determined that this property is in violation of the following City of Atlantic Beach Ordinances and Southern Building Code Sections : Chapter 12 , Section 12-1-(8) Soffit and facia of the structure has deteriorated and must be replaced and painted. You are hereby notified that unless the conditions described above are remedied within fifteen ( 15) days from the date hereof , this case will be turned over to the Code Enforcement Board. Under Florida Statute 162 .09, the Code Enforcement Board may impose fines of up to $250 .00 per day for a first violation and $500 .00 per day for a repeat violation. Sincerely , Karl W. �Gr Code Enforcement Officer KWG/pah cc: City Manager CERTIFIED MAIL RETURN RECEIPT REQUESTED