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Permit 251 Nautical (vault)
CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD sATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 08-00000197 Date 1/07/10 Property Address . . . . . . 251 S NAUTICAL BLVD Application type description SHED PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 1000 -------------------------- Application desc new shed ---------------------------- Contractor Owner ------------------------ ------------------------ JURGENS, CONRAD OWNER 251 S NAUTICAL BLVD ATLANTIC BEACH FL 32233 ----- ------ Permit . . . RENEWAL PERMIT FEE BUILDING Additional desc . . SHED RENEWAL EXPIRES 7-7-10 . 00 Permit Fee . . . . 55 . 00 Plan Check Fee . Issue Date Valuation . . . . 0 Expiration Date . . 1/07/10 ------------------------------------------------------------------- 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. 4 t Materials Needed '.' QUANTITY DESCRIPTION LENGTHS LOCATION FLOOR FRAMING, - %Ilr�nimumA solid concrete half-blocks 4x8x16 inches corners < . y` 2x6 CGA 10 feet joist frame 2x6 CCA P 8 feet joist frame �4v-- 2x6 � 8 feet joists 2x6,<CA Iq6 T 10 feet cent f girder _ysheets 3/4-inch 4x8 CDXpl ood 7" flooring WALL FRAMING 22 2x4#2 c �r 6 feet wall studs r 2 2x4 10 feet side-wall cats � „'' f 2 2x 10" 10 feet side-wall shelves 2 2x4 " " " 8feet endlwall cats 2 2x4 8 feet end-wall shelves 6 2x4 8 feed end plates ✓6' 2x4 10 feet side plates 3-4 2x4• " 10 feet spare ROOF FRAMING tk 1r� 6 2x4#2 c r 12 feet roof rafters 6 2x4 6 feet rafter collar ties _ 3 1x4 10 feet temporary poles,trim ; J } SHEATHING AND SIDING- z �J .J /a mch CDX 1 ood 4x8 roof t� ✓26 1x10 iplappe boards 12 feet walls&trim northern pine#2 construction grade MISCELLANEOUS 1 2x4 CCA 4 feet door cap y 2 1 x4 northern pine#2 6 feet window tt`ck 2 1x2 6 feet window jack 2 1x6#2 pine or spruce 12 feet fascia 4 1x6 " 6 feet gable fascia 4 1 x2 6 feet gabler1ld iz trim 3 5/4x6-inch" " " 6 feet door 'riju battens, . Z:,-brace HARDWARE ' 'Al s fphalt shingles (charcoal) 3 tab- . box 11/2-inch deck screws FILE 9 1 pa rf a -duty,5-inch T hinges /2821/2-inch deck scre door handle -f lb.8d galvanized finis g s '3 lb. Kd common framing nails /Z dgal.solid gray stain(optio ) "F ; anon nails for flooring 'eve pieces slat e s s. F 4 e-ringed nails (for siding) V22 fe t 6x20 - - , s- h-head 1 to e pr R�VJOR C L � 1 1 a.�gP'L�ANC� � �/1/4 2/,�,� vanized a o ;• -1CM QT ATIAWW - ) d �r SEFOR RMITS FOR ADDITIONAL � • REQ MS.AND CONDITIONS. " �1 EJC) ) !"l . REVIEWED BY: Ac xll o S/HE b n F EACH I ,ACTION �4 `a nE� a JT, b ALM 1�k` \Jy �y 4; Tools Needed 16-oz. claw hammer shovel 71/2-inch portable electric saw 16-1b.sledgehammer H . with combo blade rake ' 24-inch crosscut hand saw electric jigsaw or handsaw V 3/4—inch-wide measuring tape, nail apron 16 feet long 8-foot ladder framing square 2 sawhorses utility knife wrecking bar ±s; 1h-inch chisel nail set chalk line&chalk extension cord 4'= 48- or 36-inch level electric drill with k carpenter's pencil Philips-head bit Daily Scheduleu DAY l:PREPARATION Order all the materials and have them delivered to your property in p advance.Move the material to the actual building site. Gather all the 1 r tools that you will need and run an extension cord from the nearest out- let(making sure it is grounded).Decide exactly where you will put the four corner blocks and mark the spots. t, DAY 2. GROUNDWORK AND FLOOR FRAMING Prepare the site.Nail the floor frame together and attach,the center .;' girder. Cut and install joists. Cut and nail down 3/4-inch plywood floor. a: DAY 3.WALL FRAMING Nail together the wall sections and erect them one at a time. Attach the top Pate and ��square ls u the structure. Cut and nail cats p" between studs. DAY 4. ROOF FRAMING AND SHEATHING i Build six trusses. Raise the two end trusses and attach the ridge E support.Add the remaining four trusses. Cut and install plywood roof sheathing. n' DAY 5. SIDING Cut and nail siding to studs.Saw off protruding ends. Cut the door opening. DAY 6. ROOFING, TRACK AND TRIM, FASCIA AND SHUTTERS Build track and fascia.Install window shutters. Cut and fit fascia and t trim.Cover roof with asphalt shingles. M� k DAILY SCHEDULE 49 r; Vr 1 1' AWA\/ V IEVV \\, fN7 VIfvV Ey+`' � rz c� r '. �Ab __ ¢ GA8iEFA5GtA .UPPED 712,40 f9� �w9xG'Ga[1Ats 776 1-;1M .4Y1NL'OW. .e. 1xG DE I1. GABLE sarzeerl .,i FASO to - - 5 4X WINDOW 1 I S�IUf-f&2 SUM,iA SltlbS � i >x� Zxq 38" ` I i E Tni SKrM � ffIRD$R _ n 8 � Figure 3.2—Front view DAY 7. DOOR Build and hang door. Install handle. DAY 8. FINISH AND CLEANUP Build shelf and ramp. Clean up.Admire work. Step-By-Step Instructions For starters,be organized in every way! For instance, decide where to keep your pencil and from then on,always return the pencil to the same pocket when you are finished using it. Do all your cutting in one place and throw your scraps in the same spot,so they dont get underfoot. 50 THE BASIc 8X10 SHED a 5€' i i I I Il I I 2X�o I i SO•• JoWT I. I '., I!; I yLl =L n �� . -FW 25 �ra�ree rocc4� I r,,.TO cE�vl}ie 1 6��G rr Figure 3.3--Floor plan " n ' Begin by ordering all the material from your lumberyard (see Mate- rials Needed),instructing the salesperson to write on the order exactly where you want the lumber unloaded. Mark off an area that is both r: J 'convenient to your building site and accessible to the delivery truck (such as the end of your driveway). Do not expect the deliverer to hand-carry lumber to your building site—this is your job. Lifting and " carrying a full sheet of plywood can be awkward and strenuous, so you may want to ask a friend to give you a hand.Arrange the lumber in a neat pile near your shed site,with the pieces you will use first on top. `e *. Keep the lumber off the ground by placing it on scrap pieces of 2x4s on edge or pallets. Lumber left on the bare ground will get dirty and could become infested with termites.It is not necessary to protect lum- ber from the rain.However,your tools should be stored in a safe, dry, % ... easily accessible place. }' s; Another important consideration is electric power.Although it is ;. possible to make all the cuts using a hand saw,it is far easier to have elec- �' tricity available at the site.This means bringing electricity out from the : house by using a heavyweight extension cord that is grounded(three prongs) and has a multiple outlet. , STEP-BY-STEP INSTRUCTIONS 51 tr 4 d 'i3i3: 1 C014AM Av SH/INUI.E+ y�71,' t a M F,` aW v j, SRO aw51 xrl,A etx,6 3 . �r3 s OP&NINe, Vis} �Vi z i •e r ; F a f qv YE TRACK + S NG gprro M FLS¢ � PLATE ;5;, yc6 GU —JOIST$ } — -- —��_ a Figure 3.4—Side view t; ,n GROUNDWORK h. For small sheds 8x10 feet or smaller,you do not need to stake out the corners to site the building.The nailed-together floor frame will mark the parameters.Begin by cutting 3 inches off the two 10-foot 2x6 rim joists to allow for the thickness of the other two boards.The finished frame should be exactly 8x10 feet (see Figure 3.5).Never trust the lum- ber you have bought to be exactly the length you ordered. Often lumber mills leave a little extra on the end for you to trim off. Place one of the 4x8 sheets of plywood in the corner temporarily to determine the squareness of the frame, and tack the plywood to the frame to keep it square(see Figure 3.6).Then nail two temporary strips of wood diagonally across the frame to hold it square and remove the '. plywood.Finish nailing the four pieces together to form a frame for your floor joists.Temporarily lay the frame on the ground where you want the shed to be. Starting with the highest point of ground,dig a trench about an inch deep around the frame for it to rest in.Since the lumber is pressure- treated,it will be all right to lay the frame directly on the ground.Next, ,.5 JZ THE BASIC 8XIO SHED c hi j+ ii;y, Ytl : dig a 3-inch-deep hole at the corner big enough to place a solid,concrete half-block underneath the corner of the frame,leaving about 3 inches of frame exposed.Set your level on the frame and adjust the height of the t: frame by propping it up with whatever is handy.Dig a shallow hole at the opposite corner from the first one and stack concrete blocks up until the frame is nearly level(see Figure 3.7).Use slate shims (which can be easily {- split) to bring the frame up to final level.Do the same for the other two corners,and you are ready for the floor joists(see Figure 3.8). r p�• tj Yu FLOOR FRAMING xi Cut the four 2x6 pressure-treated CCA floor joists to fit inside the width of the frame,and nail them to the frame at 24-inch intervals,on IV center,flush with the top using 10d common nails. For a really solid floor,place a 2x6 on edge lengthwise in the center of ' the floor frame. If necessary,trench out the earth underneath.Toenail ` the frame and joists to the girder(see Figure 3.9). Lay two sheets of 3/4-inch,4x8 CDX plywood on top of the frame and nail them down using 8d(21/2-inch) nails,nailing one about every 8 inches along each joist.Cut the third piece of 3/4-inch plywood in half lengthwise, x and nail one of the halves to the floor frame to complete the platform(see h , y� 2 x6 t � 3} i O t ; Figure 3.5--Floor frame 4" Pt YwoOD aaNE� mit-0 SLDVAfzm Up" / THE. Ft.0ore l=rr/�ME w� t , t� f 1• L � Figure 3.6—Squaring the floor frame FLOOR FRAMING 53 ' ,r t vw Leyr-L- Ill INT SKATE F sylM a TRtNL}Fi �'GOMCRE'TE iiwF} ARDUND S.Nb ro FLVF_ F_ Figure 3J—Leveling the frame a ' 1 — 7 w, r St Figure 3.8—Bracing the frame JotsTs&-TS z � biz EJc'C12A PC�SZ'1• t 1 Figure 3.9—Floor joists 34 THE BASIC 8X10 SHED y w d�. e w 7 , 00. Figure 3.10—Floor Figure 3.10).Save the remaining half sheet for the ramp.Test the floor for w strength by jumping on it.If you don't feel a"buzz"in your feet,it is solid. s; i WALL FRAMING This level platform on which to work will make it easier to frame r; the wall. Starting with the 10-foot wall,temporarily nail two scraps of 2x4 onto the outside edge of the platform frame to act as a brace. Lay a 10-foot 2x4"on edge" on the platform against the brace. This will be the"sole" or bottom plate. Cut six 2x4 studs,66/4 inches long, Et 1 and position the interior studs at 24-inch centers. Lay a 10-foot 2x4 top plate along the top of the studs.Nail the top plate to the top ' of the studs and the bottom plate to the bottom of the studs. Prop the wall up,temporarily in place, and follow the same procedure for the remaining three walls (see Figures 3.11 3.12). ; By referring to the floor plan(see Figure 3.3)for dimensions,note that the wall with the door and the wall with the window have different ¢ positions for the studs.Don't worry that the door opening has a 2 x 4 plate along the bottom.Build it just like the other walls,with a continu- ous bottom plate,cutting the plate out with a handsaw later.Also,note ' t that the two end walls are set in 31/a inches in order to allow for the thickness of the adjoining walls. An easy way to make sure that the framing stays square is to tem- porarily nail panels of 1/z-inch plywood to the outside frame. Once the u �o �1 pLA9'S STUDS rN oorroM f r S62AQ Z,eq STOPS j4 1k � Figure 3.11—Framing the wall ; E, WALL FRAMING 55 r � i fr„ fir+, F J CV 3& l: t �"��a�'` —►��11APOf2Afzd 4' Sp F 4'. (1 Figure 3.12—Raising the wall vim &VP►UL.) �t STJ�aG�R�P t Jp1AtT= `► ^foP bou�� c CATS rcTTnM PLATO Figure 3.13—Finished wall frame framing is square,nail the corners together and nail the bottom plate to the floor.Next,cut and nail the 2x4 cats (milers) to fit between wall studs all around the perimeter to provide a nailing surface for the wall siding. Finally,nail a top plate to the top of the structure,making sure to stagger the joints.This finishes the wall frame(See Figure 3.13). ROOF FRAMING AND SHEATHING Cut the six 12-foot 2 x 4s allocated for roof rafters into twelve 51/2- foot lengths. Starting from the bottom,measure 6 inches and cut a bird's mouth notch 1 x 11/2 inches.Then,measure 23/8 inches from the top end, 56 THE BASK 8X10 SHED r ,i r . ,ra 4, tW mark and cut off the end plumb (see Figure 3.14).Use this piece as a pattern to mark and cut 11 more rafters.Do not cut the bottom end of the rafter until they are all nailed in place.Then snap a chalk line 6 inches out from the face of the building along the top of the rafters and make a plumb cut straight down.This will allow the fascia to meet the ends of the rafters perfectly. Place two rafters on the floor and place a spare 2x4,cut exactly 8 feet long,inside the bird's mouth of both rafters.This 8-foot 2x4 acts as a base to establish the width of the shed. Place a 6-foot piece of 2x4 (collar tie) 11 inches above the ase 2x and mark where it meets the rafters. Cut the ends off flush(see Figure 3.15).The collar tie must not extend past the rafters,or it will create a bump in the roof.Write the word"pattern"on these three pieces and use them as a template to mark the remaining trusses. r'r To build the trusses,screw the collar tie to the rafters,using 21/2-inch deck screws and an electric screwdriver with a Phillips-head bit. Screw the peaks of the rafters together. ole 10 h! Raise the two end trusses by first nailing a temporary(1x4) p feet long,to the truss (see Figure 3.16). For a small shed like this one, one person can lift the truss into place.Nail the bottom half of the pole G to the floor frame and top plates to help keep the truss plumb. . . Once the two end trusses are in place,make a marking pole out of k scrap lumber cut exactly 10 feet long.Mark,at 24-inch intervals,where PLUMB CUT r kac �(u I:= 'k 4i 4 y'. 131zr�s—MOVT}1 ,<t. L`IDTGi I � s TAR s-, w sy Figure 3.14—Rafter layout r.� ROOF FRAMING AND SHEATHING 57 r }r n�"^l ly" t>g' �fzr z Vz , i�f � Scx• sce,�,us 1 yr a�� u.� OFF U;4 �i • Eft: C0G1dKR TjE ' 'x� t �. .a�. t"� e5ft. 2X4 -ry J--S1?J3Us!-t �a . r�t� s�rr Baa a� r{1 res Figure 3.15 Adding the collar tie 4, v� F xj s t. F. Tib lei 1PLDcK Pol F u. .1, Figure 3.16—Setting the end truss the peaks of the rafters will go.Temporarily nail the pole to the two end trusses.Lift the remaining trusses into position,and temporarily nail them to the marking pole(see figure 3.17). *7 To sheath the roof,starting at the peak,cut two 18x96-inch pieces from a full sheet of 1h-inch CDX plywood.Nail these two pieces onto the top of the rafters,using 8d (21/2-inch) common nails. Nail the first piece' along the rooftop,remove the marking pole and nail the other piece along the top so the two edges meet. Nail the two full sheets of plywood directly below. The bottom edge will extend beyond the rafter ends by a 58 THE BASIC 8X10 SHED M tia z z;; OV, )fe Y'k t "f'�MPi7tz�'EzN N iV ARK-11`* 'FOI-e- Mlhl £ � w M i 1 r � ' Figure 3.17—Roof framing 0 SHfLT Y u F � �; 4T1! ," SHCBf A 'GDX P'L,4WOOP Ycvt n. OFF �1 k� K" Figure 3.18—Roof sheathing couple of inches.Cut the remaining piece of plywood in half lengthwise, and nail it to the roof Cut off the overlap in line with the eave edge (see Figure 3.18). M SIDING ' Before siding the shed,staple wire screen onto the top plate and t under the rafters, to keep insects and squirrels out.Tack a 10-foot 2x4 to +' the base frame,its top edge level with the bottom edge of the plywood flooring.This acts as a straight edge on which the bottom of the siding ,4 £i can rest(see Figure 3.19). `"', Cut seven of the 12-foot 1 x 10 shiplapped boards into 6-foot lengths. Moving from right to left,nail these boards to one of the long sides of the shed—the one without the window.The tops should line up just SIDING $9 J' i n't l ,d4 f�. s 9 � �. .; NP -SMAt41-fT Etter— Ta Sl7t�' t" SlDc WtilL� NAILING, ids Figure 3.19--Siding support tal` under the rafters. Saw off any excess overlapping at the corner. Go back k , to the corner you started from and begin siding the adjacent gable end, working from left to right. Cut each board so that the end protrudes a slightly above the edge of the gable.When that end of the shed is fin- u, ished,snap a chalk line from the peak to the eaves and saw the protrud- , ,.' ing siding off(see Figure 3.21).Then move to the opposite corner from N . where you began and repeat the procedure for the other two walls (see Figure 3.20). Cut the siding to fit around the 341/2-inch-wide window, but let it cover the door opening. Yx� , Consulting your plans, use a chalk line and straight edge to mark the location of the 36-inch-wide door. Make a line where the opening will be on center with 2x4 studs on each side. This allows the door frame to stop the door swing. The door height should be 711/4 inches; however, allow another 11/2 inches at the top for the door cap.Mark �{ this height. Set the electric saw blade depth to the thickness of the sid- ing. Check the diagonals for squareness,then cut the door opening (see Figure 3.21). START H EfZE Aa- 7. TWUM OFF F•t.115H `a STEWS AOR NAILiNC� M1 o P�1-Ustt CONTINUA i" HERE Figure 3.2"teps for nailing siding r; 60 THE BASic SxlO SHED rr " �s ,kr cb w t LLk ? JA LAWS 6'1,. z` b t <v g° of Figure 3.21—Door opening " aAM"' Cut the beveled door cap from a piece of 2x4 CCA.With a block plane or a table saw,bevel the top to an 8-degree angle. (see Figure 3.22). botch the ends to fit around the siding,then screw on the door cap from underneath. Caulk the top seam with premium adhesive caulking. 4 t k t SIPNG zV DF..CK 5Grt6W s N ur AR 45 !G SPL WVMS"UM CAULK w sus i a s GGwuW DOM—* � c: C d I ; ij tame:-PS Or-m—> 4: w r 6 b6GIC CJS-LXTCNps r +Y L Msr,Tme boom Avr-NIN$ ^' hY BV. Mort34 our s. pN05 10 P r. d hy;tcre 3.22—Beveled door cap SIDt\G 61 a u' a� x ' TRACK AND TRIM The track that holds the shutters must be installed before the trim, k �« since there will not be enough room to swing a hammer once the fasci is on. Cut and fit a piece of 1 x4 (track support) into the top 341/2 inch,of the window opening and nail it to the top plate. Nail a 1 x4 and a 1 x2,each 6 feet long,together to form an L-shaped track for both the top and bottom. Using a strip of asphalt roofing shingle as a spacer,nay the tracks to the wall.The spacer allows the shutters to slide easily(see `k �. Figure 3.23) to reveal the open window(this is not a glass window) To begin the gable trim,mark and cut four pieces of 6-foot 1 x6s Temporarily tack them to the gable edge so that they overlap at the i, Mark them and cut them off to match. Then cut the tail ends flush with, J' Y., the rafter ends.Next,temporarily nail up the two 1 x612-foot side as boards.Mark where they extend past the gable fascias and cut off the irk; ends.Nail on all the trim,using 21/2-inch galvanized finishing nails. { Mark,cut and fit the outside 1 x2 gable trim so it overlaps the side fascia t (see Figure 3.24). Finally,cut two pieces of 1x4 and nail them to the sides of the door opening. n, a; 10 v` Top JX4 , I CAOM G-r FW MN4 STRIP' 'I 1X4 T.Acl SUP tArr AT Wl"t-OW OPO4U'44 u WINDOW SNUTfp.� DAT ZK .}r Ixb 2x4 �bT�N WINDOW FRAMC r, 1x4 1-OW�It'i'IZitGIC ' SPAGG2 IX2 Figure 3.23—Track detail 62 THE BASIC 8X10 SHED r R r y, } Yid• Fn.L 7}te 1=MPr,/ SPP�� 82='TWEEN RA�TLR A.WD GiA81.�ir ppgFClA��A Y Fre• WITIi A?IEGOScPAP IX-4 E '' 1X2 GABLE; ark PASGIA' AWA ��fzT1CAL SIDIN6t F-?CTaNUs PAST TRIN AMrT7 OSP 71 1 H�1,x c,PgSU,q , �LUSk-f WITft ' BOOP. GD (� AEst..� -PU/WO A.� .. � PPSc1hc ad ;i. r � Ixre n.• -` - FASGA. - yet ,. NOTE X& ASC ov>✓2L APs yt rH fgA$LP f=ASGIA,7H=21=FD[zE m 7HE IX&FASCIA MUST$Y CJ-)r -MM L.ENGT}i OP THE StimZ1(IOC) ,- PLUS TM+ TWCG--NeS5 Or--MM 51D1144 47z PLt15 TN6 rt{ic n{PSS dF Ck4�GAM.M };4 �AXIA 3vx 2 {y. i• Figure 3.24—Fascia and rake ROOFING Today's house builders recommend installing an aluminum drip edge along the gable side of the roof and an aluminum eave drip edge along the eave side as precaution against water infiltration. They also recommend covering the roof with 15-pound tar paper before applying the shingles. Generally this is good advice;but since this is a small shed and not a living space,these two steps can be eliminated. Before setting foot on the first step of the ladder,it is a good time to r . be reminded of the safety tips on pages 42-43. To start the roof,create a base for the first row of shingles by nailing on a starter course of shingles upside down with the tabs (slots) pointing toward the peak.Nail the starter shingles to the front edge of the roof, allowing a 3/s-inch overhang. >. Next, cover the starter shingles with a row of shingles facing with the tabs down. Since each three-tab shingle is 3 feet wide,it will take complete four shingles to one row.Allow 13/4 inch to extend over the g gable edge. This will provide for the trim when it is installed later.Nail four 3/s-inch-head galvanized roofing nails 5/8 inch above the slots of each shingle. Before starting the next row, cut the first shingle in half so that the cut-outs are staggered from row to row. Each row must be offset by one-half a tab from the preceding row so that the slots do not line up (see Figure 3.25). Each row of shingles should be 5 inches rr. above the preceding one.You can make this easier by snapping a chalk I RooFlrrc 63 ra `fir;' i', 7° ntgXT LOURS& s Wl - SLOT {..:. yy ( s ,. 36•` i4�/ " �C t yar jM r Figure 3.25—Shingling N. 3 VRUTV a c' dal,. G�uT NXr IZEQUIRmS A -W-rAL OF r h X14117 FULL 15HIN6rLES r-UT INM THIR=s. ' r !; u '[a Y r; Figure 3.26—Ridge cap line 5 inches above the lower edge of the last row installed, then butting the edges of the next course along the chalk line. Once you have put on six or seven rows, measure from the ridge to see if the rows are even. If they are not even, adjust each remaining row slightly in order ' to finish evenly at the top. Repeat for the other side of the roof. The ridge will require eight shingles,each cut into three pieces.Taper the top portion of the shingle so the edges will be hidden(see Figure 3.26). Starting from one end,bend each tab over the ridge and secure with two nails each. 64 THE BASIC 8X10 SHED Y t �1, y pF k� SHUTTERS Cut four pieces of 1x10 301/z inches long and four pieces of 1x6 16 inches long for the battens. If you have access to a portable table Xr, saw (or hand plane),bevel the batten edges 45 degrees. Join the shutter pieces in pairs,and screw the battens to them with 11/8-inch screws. f Slide the shutter in from the side of the tracks.Attach two 2x4-inchy handles by screwing them on from behind. Install two hooks and eyes on the inside so that the shutters can be opened only on the inside ' (see Figure 3.27). r w { CI � p � 0 r r� ,'L 3 _A> o e Y ` 0 4 i i wlt4pow IXq r, Figure 3.27--Shutters ' DOOR door from the pieces of siding you You can assemble the 36-inch-wide ;fir cut out to make the door opening.Fit the pieces squarely together and y trim to a length of 6 feet.The 3/4-inch exposed part of the door frame acts -: as a doorstop,so the door battens should be 341/z inches long,leaving a ` A-inch space on each side.Mark 5 inches down from the door top and attach a 5/x6-inch(square edge)batten,using 11/z-inch screws.Measure 45 7 inches up from the bottom and attach the batten.Cut a'/4x 6 to a 5-footh: �.. length.Position it diagonally across the battens to mark the angles.Make -sure it runs from the outside bottom corner of the top batten to the bot- a ,, tom hinge to form a Z-brace.Cut and attach with screws. ��: Install the door flush with the exterior trim for an unobstructed swing outward so that when the wind blows,it will press inward against the r, stop.Using a foot prop,screw the 5-inch heavy-duty T-hinges to the bat- tens and trim.Attach a handle and a door turn-latch (see Figure 3.28) 36 y inches from the floor.Make the turn latch from a scrap of 1x2.Round ,, the corners and drill a 1/4-inch hole in the center.Install it using a 1/4 x21/2- inch lag bolt and washers. DOOR 65 �(,' x ubc 435 w�4n t LZ WASHERS NIP'i 1G �+Y4 qa' —Ll RGA MOLT l f y. `t-ORN LATCH h b r a 9 Figure 3.28—Door SHELF 4 Cut a piece of 2x10 long enough to rest on the 2x4 cats on each end ' Lf of the shed. Cut a 11/2x31/2-inch notch from each end of the shelf to allow for the framing. Cut two 15-inch-long 2x4s with a 45-degree angle at each end.Nail these braces to the studs and toenail them to the under- side of the shelf(see Figure 3.29). i NOTCH oU-r Zx<+ $i2AG�. a Figure 3.29—Shelf 66 THE BASIC 8xlo SHED x CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 2233 _OB OFFICE:(904)247-5826 FAX 845 _ t BUILDING-DEPT@COAB.US (,�I'r' r�r T� �,(;.i'•7 BUILDING PERMIT APPLICATION DUVAL COUNTY "t�rst 2,VAL UA OF 0 K. ' I JOB AP© SS 9.10LA000WO s.lJ� QF$�'RU.TUatE: y LEGALU9S PtP,171l�l• ,.`„� t E3 NEW BUILDIN E3 DEM �ESIDENTIAI ell ❑ADDITION '� ❑CONVE SE ❑COMMERCI L LOT BLOCK SUB DIVISION ' El” pn' DG /A INK.ER: ` ' - [I ALTERATION .F1tisem-wrciN (5 ©POOL/SPA 17 YES ❑REPAIR ,.�,,,,/- ❑ El MOVE WOTHER NO ARPNIT1EC. l INE,ER: f; pEQ ERTY., IM 23.COMPANY NAME: 9.NA 15,COMPANY NAME: 24.LICENSEE NAME: 16.NAME: �/ /Ls 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENS NO.: 10.ADDRESS: /w 18.ADDRESS: 26.ADDRESS: _ Al Ir *I 6 27.OFFICE P QNE: 28.FAX NQi J 11.OFFIC PHONE: 12.FAX NO,;/� 19.OFFICE PHO . 20.FAX NO/ 21.CELL PHONE: ,f•!/ 29.CELL PHONE: 13.CELL PHONE: AJ� r1 22.EMAIL ADDRESS: �/1� 30 EMAIL ADDRESS. 14.EMAIL- /(f /(/ ,?ANY; 33.NAME: 35.NAME: 31.NAME: C /��,�/ V���+ ��'�+' 36.ADDRESS: I 32.ADDRESS: 34.ADDRESS: � Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. �r WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. NOTICE OB SITEBEFORETHE COMMENCEMENT MUST BE RECORDED AND POSTED ON THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,NTICE OF CONSULT WITH YOURENT. LENDER OR AN ATTORNEY BEFORE RECORDING YOUR xn= Date: Signed: Date: Signed: ,2007 in the county of Before me this d of 2007 in the county of Before me this day of Duval,State of FI on ly a geared Duval,State of Florida,has personally appeared y,P SHIRLE Y U''i ifms 9tIt ' ioe ��a� tion re herin by himself I herself and affirms that all statements and declarations are herin by himself/ :P« n8W[W"On1a true and accurate. true and accurst �, «o;oMy Commission Expires Feb 14,2010 count of Comm13Se08At ®f 5185 Notary Public at Large,State of Y Notary Public at rge; D 9 y KlaljaM Notary A>l,n. ❑Personally Known ❑Personally Known ❑Produced Identification- ❑Produced Identificad - Notary Signature: Notary Signatur ev -b COAB FORM BLDG01:REVISED:1/10/2008 APPLICATION NUMBER p1r>,t City of Atlantic Beach [[Date be assign the Building Dep ment.) 3 <� Building Department s800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 routed: s3�a E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM /�� t review re wired Yes No Property Address: , V Building &Zoning Applicant: w Tree Administrator Public Works Project: blic Utilities Pub i fety Fire Servi Review fee,$.. Qept Signature ��� 'T► Review or Receipt Date ��5 Other Agency Review or Permit Required of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation �� L St.Johns River Water Management District 1�V i Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: v �� APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments. BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: []Approved as revised. ❑ enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114109 CITY 4F ATLANTIC BEACH 800 SENIINOLE ROAD }t _ ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 p Application Number . . . . . 06-00033877 Date 9/11/06 Property Address . . . . 251 NAUTICAL BLVD Application type de cription ROOF Property Zoning . . 1 . . . . . TO BE UPDATED Application valuation . . . . 5320 ------------------------ ---------- - ---------------------------------------- Application desc reroof } Owner ! Contractor ------------------------ ------------------------ JONES ARLINGTON BEACHES ROOFING 1327 TUTTER ST ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 744-8888 ----------------------------------------------- ----------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 90 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 5320 Expiration Date . . 3/10/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- --------- - ---------- ---------- Permit Fee Total i 90 . 00 90 . 00 . 00 . 00 Plan Check Total i . 00 . 00 . 00 . 00 Grand Total I 90 . 00 90 . 00 . 00 . 00 i II i PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i CITY OF ATLANTIC BEACH PEANUT CALCULATION 5 T Address 2 6-1 Date 9( S f b�o Heated Square Footage @ $ per sq ft= $ Garage/ Shed �@ $ - per sq ft= $ Carport/Porch per sq ft= $ Deck. @ $ per sq ft= $ Patio @ $ per sq ft= $ .-TOTAL VALUATION: $ S32 d 3s $ 3 S Total Valuation 1 Si U32v $ 25 Remaining Value $S per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE ZONING: _ + %Z Filhig Fee $ 3 CD FLOOD ZONE: ( )Fireplaces @$35.00 $ IlAPERVIOUS SURFACE: BUILDING PERMIT FEE $ qz) WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL. IMPROVEMENT.$ SEWER TAP $ C ( ) RADON .0050 $ SECTION H PAVING( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ R© i r' 1r3. S CITY OF ATLANTIC BEACH s PLAN REVIEW SHEET Routed to: S.MakowskiBuildin Department Public Works &Public Utilities Departments L. Higgins 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 S. Doerr (904)247-5800 (904)247-5834 R. Carper (904)247-5845 Fax (904)247-5843 Fax D. Kaluzniak Public Safety PLAN REVIEW COMMENTS Permit Application# 60 - -7 Property Address: p�.�� —7)A1,77Cd- 1- V Applicant: Project: p� This pe mit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. 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 ROOFING PERMIT APPLICATION Date: 7 G� Job Address: Owner of Property: (.•. Address:_ .C. 1 ne. '0 �o--� Contractor- ARLINGTON BEACHES ROOFING,INC-StateLic:arwe Number: CCC 1325530 _ Contractor's Address: 1 327 TUTTER STREET JACKSONVILLE, FL 32211 Telephone: 744-8888 FaA. 745-0000 Scope of Work. RE—ROOF: �6— SCS S F1 Dtck Stupe: LGreater than 2:12 _Less that•.2:12 Valuation of work: $ �_5 3 a "° Product Name(Example.Timberline): 0—,, G6 Manufacturer(Example:GAF): &/ZrAiku Lee _ ASTM Dftiignation(sj: Required lnspectiorts. She achin C ! Signature of Owner Date: Signature of Contractor: d Date: AS TO OWNER. Sworn to and subscribed before me this day of 11S�51_07 .20 0 4— State of Florida.County of Duval Notary's Sip ittu BARBARA BOZEMAN \ * * MY COMMISSION#DD 315193 Personally knu 4� EXPIRES:May 17,2008 Produced identification lT'9lF0F F��p-�lP Bonded Thiu Budget Notary Services Type of idmlifcation producedv� AS TO CONTRACTOR: Lf-�� Sworn to and sub.+cribed before me this D day of State of Florida,County of Duval Notary's Sign �? iota?Y PUs�c BARBARA BOZEMAN ( Personall4kno * * MY COMMISSION#DD 315193 Q Produced identification EXPIRES:May 17,2006 Type of identification produced SOF F4).0 Bonded Thru Budget Notary Services 300 Seminole Road -Atlantic Beach,Florida 32233-5445 1'agc Telephone: (904)247-3800 -Fax:'(904)247-3813 -http:ifwww.ci.atlantic-bearh.n.us t ttsv%w,;2121t03 Doc # 2006313939, OR BK 13507 Page 709, Number Pages: 1, Filed & Recorded 09/08/2006 at 10:32 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 744-8888 NOTICE OF COMMENCEMENT "LEPAREWWPLICATP PERMIT # Permit No. Tax Foto No. State of_FLORIDA ComNyof_DUVAL To whom it may concern: The undersigned hereby informs you that Improvements will be made to certain real property,and In accordance with Section 71S of the Florida Statutes,the following Information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: �5/ /V/>'uTi fAL /✓ ) S Address of property being improved: _ S/ 11.6414 T i C/a _ l V S. General description of improvements: RE—ROOF PREP BY: / Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) N/A Name Address N/A _ contractor ARLINGTON BEACHES ROOFING, INC Address 1327 TUTTER STREET JACKSONVILLE, FLORIDA 32211 Phone No. 744-8888 Fax No, 745-0000 Surety(if any)_N/A Address_N1A Amountofbondi N/A Phone No. N/A Fax No. N/A Name and address of any person making a loan for the construction of the improvements. Name N/A Address N/A . Phone No. N/A Fax No. N/A Name of person within the State of Florida.other than himself,designated by owner upon whom notices or other documents may be served: Name N/A Address N/A Phone No._ N/A ••Fax No. Ni A In addition to himself,owner designates the foUowing person to receive a copy of the Lienors Notice as provided in- Section 713.06(2)(b),Florida Statutes.(Fill in at Owners option). Name N/A Address N/A Phone No. N/A Fax No. N/A Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified); o V. �2 c aG 'CHIS SPACE FOR RECORDER'S USE ONLY OWNER 8etore - y of y I/ L in the County. Duval.Stela of Florida,has personally appeared Public at Large.Qft +,t NAi1ARA O 6EMANl my S. s, EXPIRES:May 17,2008 ,i ru�edperMbl}�lRktr� Persottatty Known or ^nacurad ident+fi�atic-; 526 17d 7/4Y.2 D rlonaa.BwldingCodeOnline Page l of 1 NMI i 6w a BCIS Home Log In Hot Topics Submit Surcharge Stats& Facts Publications FBC St: Product Approval 1 USER: Public User • ` Product_Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2004 FL# ALL Application Type ALL Product Manufacturer CertainTeed Corpol Category Roofing Subcategory Asphalt Shingles * A lication Status Approved PPCompliance Method ALL TOM *fRow POOCH earch Results - Applications > FL# Type Manufacturer Validates! By FL250-R1 Revision CertainTeed Corporation-Roofing History Category: Roofing Subcategory: Asphalt Shingles •N FL3328-R1 Revision CertainTeed Corporation-Roofing *rOMYASKW History Category: Roofing Subcategory: Asphalt Shingles *ABM c SEMTAW FL5444 New CertainTeed Corporation-Roofing John W Knezevict .64"IM 83=TARY Category: Roofing (954) 522-3690 Subcategory: Asphalt Shingles �CiRI#,NI�Af. -°�— •Vft AMIANCE * U$ DCA Administration SOMLOGO Department of Community Affairs * 1C9►' >�? Florida Building Code Online g Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 ©2000-2005 The State of Florida. All rights reserved. Copy right_and_ Product Approval Accepts: l _! _ hF http://floridabuilding.org/pr/pr app_lst.aspx 9/5/2006 SCIS Home Log In Hot Topics Submit Surcharge Stats&Facts ' Publications FBC St, Product Approval USER: Public User (JL FILE COPY Product Approval Menu > Product or Application Search > Application fast Search Criteria _ Code Version 2004 FL# ALL Application Type ALL Product Manufacturer CertainTeed Corpoi CategoryRoofing Subcategory Asphalt Shingles Application Status Approved Compliance Method ALL Search Results -Applications pi.# TOP l�lanufacturer Validated By `. FL250,-R1 Revision CertainTeed Corporation-Roofing History Category: Roofing Subcategory: Asphalt Shingles ;y FL3328-R1 Revision CertainTeed Corporation-Roofing o Hist- r Category: Roofing Subcategory: Asphalt Shingles Aso r s+c y FL5444 New CertainTeed Corporation-Roofing John L522-3690 zevicF Category: Roofing (954) Subcategory: Asphalt Shingles ��-r*cpLis DCA Administration f}LtR w06 Department of community Affairs -- - Florida Building Code Online a DCA EMPLOYEE .- Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Suncom 277-1824,Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved.Copvriaht ani Product Approval Accepts: estEc - A B REVISED 9/5/2006 http://floridabuilding.org/pr/pr�-aPP-ist-asPx Florida Building Code Onlin6 Page I of I BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Sti Produci Approval USER: Public User OEMON + Product Approval Menu> Product or Application Search >Application List Search Criteria Code Version 2004 FL# ALL Application Type ALL Product Manufacturer CertainTeed Corpoi Category Roofing Subcategory Asphalt Shingles Application Status Approved Compliance Method ALL Search Results -Applications ��# Type Manufacturer �latidated illy FL250-Rl RCeainTeed Corporation-Roofing Historyegory: Roofing category: Asphalt Shingles FL3328-R1 ainTeed Corporation-Roofing Histor}� egory: Roofing . `8 , category: Asphalt Shingles au�tr ar _ FL5444 New ]CertainTeed Corporation-Roofing John W Knezevi& Category: Roofing (954) 522-3690 Subcategory: Asphalt Shingles akCl?i DCA Administration s €4 4G Department of Community Affairs - Florida Building Code Online r < Y Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida.All rights reserved.Copyright and Product Approval Accepts: r5` [IM h�► 10- 9 http://floridabuilding.org/pr/pr�_appjst.aspx 9/5/2006 Doc # 2006313937, OR BK 13507 Page 707, Number Pages: 1, Filed & Recorded 09/08/2006 at 10:32 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING g $10.00 744-8888 NOTICE OF COMMENCEMENT ".EPARENDUPLICATE) PERMIT I/ Pennit No. Tax Foto No. State of_FT.nRTDA County of__DUVAL To whom it may concern: ` The undersigned hereby Informs you that Improvements will be made to certain real propefty,and In accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: 22,IA-LIC23622CI-1 -C 2.2-3-3 Address of property being improved:� q0? =,Qe_t General description of improvements: RE-ROOF PREP - - g.44-,00 -r-</ Y Jr BY: :;,_:.$_`foci lraf V PA ArL�-r�� 32z 3 3 Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) . N/A Name_ 1n Address hl/A Contractor ARLINGTON BEACHES ROOFING, INC Address 1327 TUTTER STREET ,TACKSONVILLE FLORIDA 32211 Phone No. 744-8888 Fax No. 745-0000 Surety(if any) N A_ Address_til A amount of bond$ N/A Phone No. N/A Fax No. N/A _ Name and address of any person making a loan for the construction of the improvements. Name N/)k Address N/A Phone No. NIA Fax No. N/A Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name N/A Address N/A Phone No._ N!A Fax No. N/A In addition to himself,owner designates the following person to receive a copy of the Lienors Notice as provided in. Section 713.06(2)(b),Florida Statutes.(FII in at Owner's option). Name N/A Address N/A Phone No. N/A Fax No. N/A Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a W different date is specified): ,s/vV. ,2 02 C�C>G THIS SPACE FOR RECORDER-S USE ONLY OWNER Before me this -L-=day of u.r ' the County .State of Florida,has personally appeared Notary lio at Large.State of tN My Commisslo0 e)q"s: �j' o'.MY COMMISSION I DO 315193 1R f. Personally Known Bonded Thru Bud el No city Services or .'raau�ac!'.dertiacstion 7z0 37 2 -o AUG-22-2006 10:59A FROM: TO:2475845 P:3/3 Ronda Baadina Cala Reatrrhmum.far AspbM 009%Mad--1 Ch/pbr is fbd Aman tas and noomm shudoes n w nl--I noes Aaq aarr,ira Iwo SmUm,sddnsinp aadv—t of aapW rwgl,:a. Sawoh 150L9.1appiw a M al5r•slab,d FJaiea.,oept M KQ+Ydori>y Ibidm*Zo m prfimd m"and Brorra/Coelia GnW In alr�rs O.Ior 1 fO nyrl,f ns/,PQsnip ah111ab am le0uiaL b wlnem.r,118w*aidpaelr.fai naufwof Mh dale!.ua d b paM OMMAMM 09101 (MOMW b 110 UWM OR M•DC PA 10741%ori,niiui.d by M n mdmc t m aobdbllad b M ahb I t wast d ui/0.PI•drrb with a Mlami- - Dass NOAam am*PM*kw um in ft orAm BWa sewm 151f.7 oppYa ordy b fi.K9h Y/pdb Ih,llans Zma(a/rnFDrb ane Biewad e.rai/aa only}ad dolq and M shNgl,.aarR h.Yrl,lsd in amom m Wa ve pr" mnlrol approval,RA0 t1S ani m MpN,n f app,erad l.ofnp noir a o0ror ogsaied ail.n5o d,rloaa Qna S.abn 1515.1-14 NOTE:In lfwnW oda and Lv"d=rAe,ay.$0916 pst tldp d**b mM 6/clad 4/a/i s tligM hat paiaod UMC PA101 ift bwr nein a%.lens 71 t t"wo pmpa•d by AMM b rAmwodme adr owmhA dbyAlMAaaaibea 4n Oak p o"aro BudMW tort fBaa.rib!fa,•ahrgla asad,nmr siwos alga Ro BWUkv Cuda G.b fr APAvab,ia•rrwat I MOI A B.,q.dllt•n lawr b does I wARMA arfrb ylapbaa Bh1Mla bd ill.Ifar fbrYla Buidip Coed fWMauryNPINU dbAbNftI%W.aPUbMadnnddmfbrldtRodrp.ShedtfaWendArCerWWmftCanM=A„odwmONK War 5f7C 110117ify t t AMM WIN SM PAmom IL Y i Y / a Y 14" • Y .a Irrlmi&49& T t Y a. A T Y .a 31,idbd liialebfatAO Y ! T f T i t / w AO Y t Y B dao Iftb2limm MAM T 4 1 4 T / AR { 4 Y 6 t t i 4 _ 4 Y B �_ 1775 ii 4 / 3775 Ab Y T + Y a arAtshara 11sbd m Y f Y f 6 _ 4 t Bik tiatlmsf t Y Y f .rAWaa 4 Y Y / 1 Y 4 Y 1 61k �j. Ai�hao 1 ! / wallfS / t GaP Y 1• Y 4 1 1 Y / i.edfaI / t 7L5wBae Y 4 Y ! v 1 t 4 T B Y 1 Y Y Q % 1 4 Y a Ebmdmmmdm 4 v 4 ofform Y 4 Y 1 f Cbmk&R Y4 Y 4 Sub BwommAS T 4 Y j ! Y 4 1 Y APNFMUAn { • Y 6 !!I N t 4 f 5/ w ! y� t/ If ! t B { 7 Y Ise 311es If 4 If 4 Y a f`_ f►ai�eglwe liuDltwfltslAA tT a 1 t lne AS Ilwira 95 Y 3 Y ! Y 6 f W t/AB Y ! 6 WAN 11 J 68 'MIw.D.e.Nab,aaaaa.Rsndat •� AUG-23-2006 12:19P FROM: 4JIum __.. ... _ _ TO:2475845 P:V12 2.Allpa the top edge of the sirilu to they bull up(nest)sgafssi the 2,tut 5"oll We leelsh of the first Starter strip,2nd align the 31"piece tains of the shingles in the old third coerce.M2ke the left edge over the first course 21 the lower left corner of tk oxisting roof. align with the starter course. 5,This starter;Wp should overhang the rakes and ewes 14'when ZND COORa4di. drip ediN is used,or%'vAtea no drip edge 1s aced. 1.Cut G"off the left Land of a full shiogk Bull thg top edge of Chits i.Continue witit full k+tgdis of sutw strips long the eaves. 12"by 30"piece of shingle up against the buttons edge of the shingle is the old fourth canvas.Make the left edge align with the IST COURSE:The Stat averse is made of l,0'by 36"sltirngde strips 6 Ingle in a old rth(Pltour e.Ma- a�py ins 2"off the bottom of the tabs of regular stingles. Z.tatpusvrc of lh4 hitt c'out38(Daly)Is 37.All course Allgtt the top sedge of the snips so they butt up egalttst the tabs of the succeeding sitin&s in the old third oouuse(Figure 12?1). exposti cs win duplicate exposures or the existing roof (approxinastely 51. 2ND THROUGH 7TH COULWE 3RD AND SttCt EDING COURSES: and Begin the second Course by gutting 5"of the left end of a sbungte and aligning the top edge with the batt edge of the shingle in the 1.Por tie third Course,tart 12'off the 14 side ora cull sldnoe old Tomah course.(Flgsrr 12.21). (a whole Hb). 2.expostm of the lust course(only)is V.All succeeding course 2.Apply this 24'piece of shingle over the second soman,lea ft the exposures affil deplicote the exposes a of the existing prof 5'tabs of Cite se%vad course exposed-The top edge of the new (approximately 5`). shingle in ibis cause should butt up a0nst the bottom of the Bhh 3;Steri cacti sxceeding course,up to and including the seventh course of a shingles(:+Tgrne/2.29). course,with a dd4a 5'shorter(off the left end)than the AN .t 5.Cut wt additional 6'off the first shingle of each higher course until sbiagle of the previous course. you have to suet with a full shingle nein an the$eventrd course.to 4.ARV the top edges with butts of old shingles. ather wnvds,cut 18"off the fiat shingle of course four.24"off the first shingle in count flue,50,off the first shingle is course six. 5.Tkis compleics"Season r-the first seven Comm of the On eourw seven.sett ova with a full 36'shingle. 12'°oame repeating cydL 4.TnmA full shingles against the six upplieel coursus. 6.Tastall fid)shluejes naiast these seven courses. REMMMING COUASES. ATH THROUGH lZU COURSES: 1.As you go ups the rake.repett the pattern used io start counsel orle 1.Begin the ayf nth coarse by ataing l l"off the kh end of a altinde through six. sail apps tg the 25'piece over tine seretuh course shingle, 1.rwish ills courses with full Shingles.working from the eaves up Alped wM the brie edge of tits screndt count:(F(gura 12-21). the roof. 2.Hach auoocading OM,W-up to and 1111d:1tdfnrl Me tti+ddh cmv,ems with a shin*5 shorter(off the left Grid)1.14M the praiaus dNisn•'- 1XIM 1 ING TFE`NESTWO METMW I Align all top cuts with bugs of old shingles.Exposure of each WITH THE A ERKATE 12-CE')tIRSE,FIVE-IMCK course will duplitze the exposure of the a ttfng maf. SUPM-OFF DIAfSONAI iRMOD i.install,full shingles against all 12 coursm {-RYE OFF,TWELVE UP-) ' SUCC@iI DM COUNW.Going up the tyke,repeat the 17-course, _ ,•. ' pattern,a Cera ft Smdm"1"and-w"up the toot Campltxe courses 2OWN the roof using full shinllks working rrhm the up the roof WIN pyo tuoor x'd - F A COWMING THE 0111"M 11111"Ov WFIN T�ME�A�U�EyAi�t15 /A �1h(-yI�M�C/H,'S`E�NyG I-WWMK trig low VERWill we _ '•' fJI/J, 1 tlrla r.. ,1. r Y —. �, Ser I newt - s _ ell Pal • ftp or 12-21,Fhe 01,radar l/A Absttat t S'TAl1rMR COURSE: c 1.Use F by 36'shingles for the starter courx To make s starter alnfngle,first cwt Chu tabs orf of a stattdatd thtsurtab sliingk+.theal cin `� �' off a strip 2•rerssS Use top of flat time sbingb Pm-cm S•matter, - -- - - -- caurse stdugtes are available is many Locations liom t:estainTeed. Cans t�jpnry!a-2a:IfMid:,tirras•Adn�Xttrtsd GERTATNTSED SHINGLE APPLIGAT05fS MANUAL r:iwpO-12 1115 REVISED 31 AUG-23-2006 12:19P FROM: TO:2475845 P:2„ 12 irlr�:r ii i t'+...5rtcc s8e[crus ibui its wi u v .i:..,rx starter svirsgies for use ar r:r.irriiraf(rant scull brow :rsrb;r w;n� i ;, s 't'ets t:iiutw>r: i.in Aheruale Courses where the now shingles buil against the visibic .�-.r �'..ii.”...n..-:.-,i i.n ins ni.at ir. .uui.w:noels.i.:i eii w:i.e,F a�.isl�.:ii`S.l:limn.• -t••.:tui��:.:r`wsu .i.,'.�.tra..A`"' i' tote laic off 01a Stwidard diree-tts[i slungie.dien cutting orc a strip itand c ilu imu, i±LiC.:ie the t0ii tai uri.;.a.iilC;liiriQlc..Pre-cut.r.artcr-caursr. !I L.�.nne,4-;i —n-1-4--in rmm�turo mtvmne n:�:{re:t_repe sr-nes buingles are mailable Luau i eriuitircwl the fruit - - - � i•...t:"rN r.`c.du.+f aha Rn:�a.v_+...�;-Air:»r:u.�ml ie,�tt�ll the 2h- lifetY over the Ent course of the aid stilliple,.at ate tower left all d% toe Chingle5.sin's?nett with the bun @dies INSTAUiNf ENGUS11 OVIN METRIC of the old shin flee(Nryncrr 12-22). 3-Remember,the sealant an this starter course must lay as chose as miltdc shingles acro bigger by Awlt 20 percent than standard size i•illeµnt::_:_I-u itr the 0Af itxi:,•Fitt': 1 lr tl:f:h,! e_. i•- rh e 1 i - :t�p.._ . [ slung,,.,~In 1rw.r4,d.rti nimsure.3/4"b iT-4e m2 i a course shingles down and provide good Protection against hind advantage of metric ddngfe5 comirAred to staadud s8ingles is the hlvtc nHj_Which Coin,,t;lsn at lll::rn4f!4ge. ltossibilk,of coverim.9 Idle mare of the rnof in E little less time. 4.if con are using drip edge,fel the harry shine mdeod out ovrr The rosin disimlimtigt for wrootfng is Unit the meting tnW nd for ;1,C Cdt,•C of IIiC s.RiiC ar.d 2a-t2i hS 1!i':ta�i'vrt art i:ci using dC/� covering the common t$by W singles te-es;more materill edge,ler Ute slaner shingle extend over the rake and ceder by baaase it does not take advantage of the fug metric ab eapossne. w ,- fr,o w a,1 u, ,[i o Ito nrA_• n i The trt�ignon of an Gnish-dimcnsion shine o,,,--r s metric. i.iWarle ..._starf_r cori*r._��.1x9 vts t_n,t__.-._rant shingle ii a late mace labor4manistr ihao rite typiali Engbsh"wer- ShdfiLT strips. ROWsh remofing job,bill It's not a very difficult price m. NT ro m4G: tdmlttad ttddilks Vaitwrk Enalvh Over Hee rte 1.'t?!c tint,:tune is mad{of iG"rte-6'trrlin mads by euttine I'off star Fmcam" the bosom of the tabs of rcgtdar shblgha. 2.lura'd;c-up cdirz,':f I,=ill"$trip.$sa th lown.up(w..t)' m% � �•- _ s the tabs of dor shingles in the old third r+ ftirre'2-22?. ay 2ND foussr- 9s _ 1 ., !_r_,ut ri off the Inti end of 9 full shingic.hest the tog edge of this e _ ' nen 13'by 30'piece of shin*up awdri f the bottom edge of the e sh)ngtes in the old fourth course(Rpm 12.22). a z Z.ExQe>`urei of ttte fleet course(nttiv)Is Y.0!l sucrkecling course euposures will dtlphmt:cxposures of die c_dsW%roil[(approxi- - i_3tcly'ice)- WWY Sole txmera attic"Oil IF-F-.•, ssaton; new Ergecft dlmoasien sANpN ala wkm etisft Metric R1.1 ANT,'141c=rWDING 4Ll'URSES! mdino:aate�alitremoxd :.Be&lite application of succeeding cqur,tz by allerrnlliag the use ituty 12-.U•ffmoftng going#ardmq i3-x3+'' of full shingles and 30'sFLngles(5'cff the fedi W)up the rale sblnoff Mr PW* :Jngle coluatn tttgrira!2 22). A stsudard umfic shingly is I)IN .lin Mused 5',A-to the vffxher. T..Fastun the fedi shingl>wc W�three fitstt nr rs,leaving the right-hand 7lte illustration(P)gt m 12-,V)shoms an tae zed inethod used to tab edge unfastened umlil Eater, rerad with a i Y'by 3ti"lntsb-dimetistion shingle. 3.Faster the 30"piece:of shingle using four fasteners. If the eslsdng shin flex hm been cut back to the eases,a 554" 4,Align as tot with hurts of olds starter couise is suWmod.-Tisa ctnabb s lilt tabs of the fim-course t - sldnglea to he sealed,and also helps reduce unetennew.A starter COMPLETING TIM IiCS171WA!'iON; tr�arse is ail o hellofu1 because the headlap of for(in t-werm F.ngtis to shine WW#My buo ocallist thv bt>ftm edge of the tort iwutse of i.To&-up the root[roan the raven our vertical cultimn ata time. the eds'tiug metric is nkmet.This provides a 414"overhang at the eaves. Bull Hitt shingles against the right-hand side of applied shingles to Apply succeeding courses(Nos.Loi)with 5"exposures to the t",tt:b eons,-.t,sr tirt:iintal;iltrr;•uxiinsa:t:. weathm,as is typical In EMdlsh-dime lislon liltingte inmili tfpn.Notice 2.in courses where the rigtst-hand shingle tab in the course above Atilt each course g'aduatlydrops krdter away from tht:ltsdmS edge of :.y,puirpasdy ich tttifustened,L`:ecfully lift Ilse)twaa al•.inale"*u the mhinato abum.The wltga'ls"m aft etitlogto can bride chili pp. :n not to cause dunnage by tearing or sharply bending,and sUp the But wlien you reach the metric sbW$elf ninth tooursc(ibe Fj*Wb n';::tt v;lingle u�iio'in+:al�'I to burl;lie hidiltn glsi�glr Cdgc.Azj,l�ail SninglC$elglitli),the gap should iivt ii:btidt�+i-4 62CitISe tbC correct four fasteners to the neuill plamd shingle end cute fasscner w the uwU placeritent would be below the Iexft range of the metric Aiugie Gee end rd the 6hMpl tah a! -it. undenlWh.vii!--g ir.this aru would draw dowr.gad F'arp Il/c shingle on top,causing a hump. 136 C.i4dorld CISHTAINTIED SHINGLE APPGILATOAS MANUAL AUG-23-2006 12:20P FROM: T0:2475845 P:3-112 To eliminate the problatr,pu must cut and remove,sY the mark shingles eighth course,approidmatelyz-ofthelading edge ofthe HOOF-OVER METHODS and metticshingle,upUte roof,sothat the English-dimeruionshia& FOR METRIC DIMENSION SHINGLES Rem mutably.Do the same far the mutrie shin*1;atintlt coupe;the 10ih wwucse may tlalurithy meet the butt edge of the sbtagle above Ibe same metboda used for aAo;ma v*atpp4Wioa of tnWc db+tcmiw (Pf im 1270.Repeat this method on vvYuy eaghtil and ninth metric shingles are,oW for mokverta.Application of metric dimension course up the roof Camang(rum the Fist olein cuerm.this mum shingles over 64M dinit:tt un shlogtes Is not rewmawded—due the 17th and I Sib coarses would also be cit back,as would the 0 the blgtt am of wintmatddp and gnm d*of worw otitic ah and loth,and so on. , IiM i}e an aced roof the course exposures will vary,so the HIPS AND RIDGES ditectittax abort roty aced to be modified.An imponam sole of thumb is da,:Eac1a time the top wisp of the Etoglisb shingle overlaps the bottom edge of a metric sLiagle coarse by less than 114.as -rim apply the sbitgtltan W to the hip or tidgt on both sides,then sbown by A hales"A"And-V In Ftgttlt912-23 cut the metric 2 thfake rim eras cutting(ull_len til sat the tab cutswts. Ailap,e bjck by 2'(or to W to allm the top edge o,the lingliib p by g g shingle. Atingle to nest sittwitly below It_ 'trim dee back and of the saps a::shoaae In F(8ww 12-24. i23 A1-11. -1mm TIPS FOR ROOFING OVER SMOOTH- , t-► +� OR DIMENSIONAL-BASE METRIC SHINGLES C6p cep Cip ' ) is in poglisk-ovametric roof-wer,there aeu Itra d3Q1,t W vuses Sbftle shingie Shingis w cunsider.the smooda-suriace ince sWgje and the dimen+itlrwl- ,yon U.N.Cru tabs!AersDim bWAter-air orsbN* 11251:511111$[L (&M&b dim .&w Aiwfi). 1h hoth cases the uuasaron probita+i Is the presenu of pus crma- cd between On new roof sutface to be install d and the eadssing eoof g.Sian Instdlhig tkc asps at the bottom of a hip or at either end of Wei-me:.The gaps occur as a function of the shingles being diHert:d a ridge. sines;they don't ilm up or"nett"exactly as they would in cat Cogilah- to-FatglLirb or metric-w-metric roof-ami.Bridgit g the LIPS Wier a — thick,dietea+sie NI AM*Is even more efitff'icak dw doing so over 5" 12"(30�.- �Wit, a sacrad+-surface shoe because of die uinei'cn dirraenciottal Surface. (125 111m) eS�.LcsmTl SOLVING BRIDGM PROBLEMS: •• �Ncn 1W0 RULES 70 REIAEM1161! 1.IN MUDGiNG A GAP,A STIFMR 3111NOU ON TOP IS ALWAYS 5t w itz THAN A SOFM SHIMU:Stdaglc siifi'osKs Fin t?-TS:►nFt®9rdtmt nlrkl ftr afarrit fee blue Old 1qW deem&us the type of ska&For aaunple-oWnic-base shingles see generally stiffer,batt fiber glass-bane shirt&.And fiber glass 4.To prevent aweking,make sure the caps are warm mottle to threelAb shiftsks with a hanger danrmfoa are uwally atiffeer than O+ttse permit proper forming aver the ridge or hip. with a shorter duration. 5.Fxnlcli each tawp shintle with two nalls Installed at 5 W(54'a"for 'file stiffest dtingles,in bods the organic and AW glass"Prim. Horwood plant)From the WOOM edge acrd V in from each 46e. tiro the lleivyWe:lAiK and aper-IIaYMlgllt pRVmUm ildngiCS,such 6,!.gave only the tab eitpused to the wt'aliasr,Ito not esprit is cr'rtalrtmed-s:ihangfe sad supw Struwe products. fasteners. 1.CHQMS1 A DESIGN TNA?NMKS UNIFYKNNtI$Sa Aa MOM 7.You can improve the xpp-rmcs Of the roof by applying roto *b*eminate Ruin lend to vEwally lank thsMAb the slttnKie surfaee Myers.The thick double cap creates a rtadN*loobitag ftsoL shove 11,txratang small hmtpas in the new rods 5o when)vu choose llowe%w.be sure double caps have hern estt,nned into the a Fhh*for a ad-am,it is best to choose one+vidt a desiga prim before you install them. that masses or disguises the unevea surface be:i"-.Q01211+Tced's L To add Met definition end Quill aippettl tea else roofilnes,4= lndepadeace SMIK,fit its deep shadow boa and textured CeminTeed'a SbadowNdge"or one of Ct,taltt7 A's calmeed look,malum sn aceftoa lwico. pt'owe hip athd ri*sae.See Chapter 15 for Mastradons of if y",Im injulwag am a mnooth-varfue metric strip shingle. Caawuritidge and(hapter 19 hu 111 vatloaRiW- l'.Im k tiorauu m,%4e Ig at%melkw choke if you're Installing over g dhnenstonai shingle,independence might be your pest choice fleme s a rip...use 0 Om sbigphrr,from gore bandit+NOuw wog sNWw f hum mmtbw bundle-7'bf8 roof!!rest+fl iff tbs tuavt phasing corm All" r oif tbo fif lMa rrwf. CERTAIKTEED SHINGLE APPiICATOItS MANUAiL CAapreriZ 1117 y. AUG-23-2006 12:21P FROM: r vrr _ _ TO:2475845 P:4,'12 _ !nLU/hVU tJ GUUU I I IL!JI. I I .Uffivu. UOLJVUJOJJ IL CertainTeed Corporation—Technical Data She eL X l'—30 Shingles XTrM 25 Shingles CT20 Shingles SEAL KING®25 Shingles COLLEC MANUFACTURER poli Ceft 1 1 E CersainTced Corporation Phone:(800)233-8990 Roofing Products Group Fax:(610)341-7940 P.Q.Box 860 Web:www.certairtred.com Valley Forge.PA 19482 PRODU(-T INE )UJATION CertainTeed offers a variety of three-tab shingle products that combine exertional durability with flexibility for better resistance to blow-ofE In addition to their sulWlity for residential applications.these products ate ideal for commercial applications. Available in"English"dimensions-12"x 36'and in"Metric"dimensions-13 1/4"x 39 3B',dcpcnding on the product and sales region. Some of these shingles have the additional attribute of resisting the growth of algae(commonly called funtus),especially In damp regions. AR shingles are not available in all regions. Special Noig:In Alaska and Hawaii the XT 30 shingle carries a 100-mph wind warranty(see actual warranty for details). (Worx:These shingles come in awide variety of colors. Please refer to tht ptoduct literaittrC,sample bwds ur our website(www.certainteadcom)for colors in your area. Lirnitgtica+s:Use on roofs with slopes greater than 2"per foot.Low slope applications(2'to 4"per(bot)ftKulry additional undsrlayment,to arras where icing along the oa►cs tan cause a backup of water,apply C-e wInTeed WinterGuard*'"Waterproofing Shingle Undarlayment,or Its equivalve,according to application instructions provided with the product and or:the:hingit pacltega. On slopes greater than 21"per fogt,apply s I"diameter spot of asphalt roofing cement(ASTM D 4386)under each sWngk tab comer according to application instructions provided on the shingle package. Product Composition:These shingles are composed ora fiber glass mat bele.Ccrairtio-coated mined gwnulas are tightly embedded in carefully refined,water-resistant asphalt.These shingles have self-sealing adhesive.These are 3-tab shingles. Applic;ablc Sranduch: ASTM D 3013,Type I NYC-NTA-t20-79-M ASTM D 3462 BOCA&SBCCI Building Codes ASTM E 108 Fire Resistance:Class A ICC-ES Evaluation Report ASTM D 3161-03b,Class"F"Wind Reslsb noc(110-mph) CSA Standard A123.5-98(&45)(accept Cr20) ASTM D 3161-99x„I10-Mph Wind itesiatence Ontario BMEC Aath,97-10-219 and 97-12-221 (Regional) (Eogltsb-size only) ASTM D 7155 Gass"H"Wind Rasiulanev MiW-Dada Product Control Accaptanm(fttish- UL 790 Fire Resistance:Class A size only) UL 997 Wind Resistance: j* Florida Product Approval 0 FL2SO&FL5444 UL 23901ASTM D6391 Class"H"Wind Resistance (English-sins muYntegionat) AUG-23-2006 12:21P FROM: TO:2475845 P:5/12 Technicrd Data: 'T 30(0241 AR}En 11sh XT Weight/Square(approx.). 245 lb. t: 30(saat�tt}Metrtc birraensions(overall): 13 12"x 36" -2451b. Y Shingiessquare: so 13-i,'4"x39-3/8 WCatiler Exposure: y" S S/g„ XT 3S/Seal Killg 2S-English 11Weighb'Square(approx.): 225 lb.) Dimensions(overall): 12"x 36" Sbingieso$quare: go Weather Exposure. 5" �20St9itslf' t C20-Howe (and Weight/Square(approx.: 2001b. 200 AR)) 200 ib. 71meerslons(overall): 12"x 36" 13-1/4"x 39-3/8" Shingles/Square: So 65 Weather Exposure: 5" 5-518•. 1NSTALLATiON Dtd;tlkd installation instructions including diagrams alto supplied on each bundle of shingles,or sepzn is application Sheets tray be obtained from CertainTeW.The followft is s general summary of ins4lletion methods,NOTE Refer to application instructions supplied with the shingles for i1irther In{ormation and application prvicedtapes, Roof Deck kequirrments-Apply shingles to minimum 3/8"thick plywood,minimum 7116"thiel:non-veneer(E.g. OSS),or minimum V thick(nominal)wood decks.The plywood or non-veneer decks mug comply with the specifications of APA-The Enginccred Wood Association. Vrntiiation:Provisions for venb7ation should meet orexceed current HUD Standmda.To pleuro adequate venliladon,use a oombirtetion of eondouous ridge VOOOIX090(using Ridge t litcrveot or Ridge Filter Sl ingleveat 9,manufactured by Air Voter Ing,or a comparable product with an external be0e)and balanced soffit venting. V idieys:Valley liner must be applied bisfore shingles.The Closed-Cut valley application method is recommended, using ComainTeed WinterCuaerd Waterproofing Shingle Underlaymeuti,or its equivalent,to lino the valley,$riot to being fully covered by 1be shingles. Underlaymcut:At standard slopes(4"par foot or greater)a single layer of Roofers'ScJccP HiSh-puna shingle undcrI%=c st(or product weeting ASTM O 4869 or ASTM D 6757)is reeom iftda For UL fire retia$. emderiayment my be inquired.Corrosion-resishuat drip edge is reoommendod and sbaM be pieced ovate undertayment at the rake and benealh the underiayment at the eaves. On low slopes(2"to 4"per foot),apply Cer ainTeed wintaCmard Waterproofing Shingle Underlayment or its vVivaknt,or two layers of 36"wide felt shingle underlayment(Roofers'Select High-Perform=s,Undruiayntow or product meeting ASTM D 4869 or ASTM D 6757)lapped 19",over antire deck according to lbs application instmotims provided with the product. When WinmCm0d is applied to the rake area,do drip edge may be installed under or over WinterGuard. At the cave,when WinterQuard does no ovatfap dic gutter or frmci an drip edge should be installed under Wintcrouatd. When WintwGuard ovedeps the feaciaor guticr,the drip edge or outer metal mast be installed over iL I'mianing:Feu malls aro required per shingle,for ongiish-sized shinglos they are 10 be located$/g"above too top Of an*h Cutout and 1"and 12"ilk*OM each side of the shingle.For Meh io.siud shingles they we to be iadrted 1" and 13-1/8"in flrom each side ofthe shingle.They must be of suIISciant kngtir to penetrate into the deck 3/4•or through the thickness of the decking,whichever is fess. Nails aro to be 11 of 12$wage,corrikdon resistrn roofing Ws with 3/8"heads. On steep ctapos gacalcr than 2 V per foot,apply a 1"diameter spot ofesphalt roofing oemol(ASTM D 4586)under each shingle tab Caner according to application inserud;cns provided on the shingle package. AUG-23-2006 12:22P FROM: TO:2475845 P:6`12 Aoplic,vt on(Ellglish$i ed)hLiglesi:The=0auncadcd application method is*,e SiX.CovrSe,6"Stepped off Diagoael Method fwad on each bundle of shWgks.Thcsc shingles may also be applied using;the 5"Steppcd-Off Diagonal hiledwd,or the 6-Offset.Single-C-_ju=VcrdW.R=L cg Method.lastmcdons fbr which may be obtained from CeatainTeed,.These shingles may be used for env constructioa or for raroofing over old shingles. .A+pplicutinrt(it4txrit;-Steell Shingle:):'!he recommended application method is the Seven Course,3.518°Stepped-E)ff' Oiagonal Method(Metric)found on each butldle of ihingtes.These shingles may also be appficd using the Eight C=39s S"Stepped-OfrDiagonal Mcthod(Metric)or the Half-Tab Olagonat Method(Metric),instructions for :which may be oshroined frnm�YCtin7 4ed.'!'f±ese shingles may be used for new construction or for reroofing over old shingles. - lashin;:U--corrosion-msistwmetal fleshing. Hips and lodges:Use Geld shingles Ota like color for capping hips and ridges. For higher profile hips and ridges urs CertainTeed's ContoutRidgeT"'or ElevationRidge'u In a lika color. MA1NTUNA INCL These shingles do not require maintenance when installed according to amufa limes opplica6on insbuctions. However,to protect the investment.any root'sbould be routinely inspected at kart once a year.Older roofs should be looked at more frequerttly. `,WARRANTY XT A(ami ARI shingics carry a 30 year limiW ewsrief a`ile warranty,XT 25(and AR)and Seal King 25 b,W carry a 25 year limited trattsferable warranty,and Cr 20(and AR),shingles cury a 20 year limited tranoftrable warfwty w ti a aut;stuW Age-INC manufacturing doicM.All of that;shingly.ea,:, S-y=r Sum tart prow= except tar Cr 20 which carries 3-year SmvSwt protection.For specific werrreaty daWh and limitatiom,refer to the warranty itself(svailask::-o.:.th-.kr.W supplier.roofing oontractlar of on-line at%-WW.=jWnbwt ec.�,=). r'U:;.ORE 2r:FO;;v�9R.TlCN Sates Support Group, S00-233-8990 Web sit.::r Mt :tt+�is:t�d.cot±1 See us in Sweets and ARCAT printed and electronlc publications Copyright CertninTccd Corporation,2005,All rlghU rsserved. plated: 1012005 AUC-23-2006 12:22P FROM: FROM TO.:2475845 P:7-/12 MASTER S KING LE APPLICATOR' S MANUkL THREEmTAB SHINGLES - -- - . —.� b"1'ANtDARD oe sI>sE�srotla uNDEA41YilY8N'f�shingle YOUR 0.8,JEC77VF, underisymeW mese-dog ASM 0480 type t aandardh is stiggested. ra learnt the conwi,pmcwdtsries fir installing Ccrlxio'ti:cd's Ruokrs'Scic*5:SldulfcM";at Rou Wnp"'is three-lab lj►"scrip Jbfiigles. preferred. LOW SLOM UNDERLAYINEW.Otne layer of Winitefttd- Warerprooling Shiogie Un"aymem or its equirdett•,or two layers ENGLISH DIMIX20NS of W(915 mm)wide telt shingle tatderiaynreot hipped IW'(495 rim) CLASSIC HORIZON SHANGL<r PATMOr At, must be applied over the entire roof. XT"30,Xr'3C 1111,Xr23, TO ROOF DRCP MUSE U AT LZASIb W(9.5 mm)thick SEALDOr25,CT 20, plywmid,or 7A6'(I 1 mm)thick non-rmw%or oordad 1"(25 mm) thick wood deck. fAETRK DIMENSIONS C(1LD,mini BR c7.imm(An nom).Applying WNttercuArd 0 20 AND 1T'30 or its stivivalmie is won*recommended wherever there is a possi- ,tli 14 tlu,$c shingle%am"good'-or'•llttwe quality roo9ag products. bllity of ice hudd up. 'Kris owans that*he*olTering a choice of-goodr'bener"and"best" rL4x 1NG:Corroelon-resistant flung mart*used to help prevent Products.these shingles would kill in the"good"or-kttcr"u" i4orlc3. It'.nks where►%roof meets i wall,Anther rtrof,a CILIMACy of othet The fiber glass versions of thew products are UL Class A fire rus&- objects that penehale a tool (sate-rated.The organic versions are 1A,Class C fire resistances-rued. SBAUNGt SWnale seaLng may be delayed tf shingles are applied Ali C lertafnTccd throe-ish shingle,+are trade to have a dimensional in cmc wc*llcr nerd nary be further tkhtywl by shburac dust tolerance sin of t'h6".Wiad ro''i41mot:ratings arc 60 mikir,70 tarn acctttaalation.of anysWagia have art sestet%after a ramnabte time or 8o arra,dependial;upon dw shingle.All of these produces(trete tears period,hand sealing may be neeessstg resin oce roots 4 Ow exceed ASTM D3462 requirements. CAUi7ONt To proot etaking,shingles must he tni®titatly tlri M MO IR—the IR steads for impact reslat>tsnt—b specWt to allow proper forming for bips,ritiRd sod+rrtlh:ys. marrofacwrod wo a relnforml tlbetgfass scrim to meet UL 2218 OW 6 impact resisawtee rating and is tttao�� VARRAttil1:111ese aNn�see warraeved ag�attt ttnmt6entring NU7l:XnQ IR mast be installed truer a clears deck(nn roof- def>xts turd sen covered by SurEStart" prolecdom Seethe warranty overs)to Oban the t1L 2218 rmigg.It is;steott*rstxttnnvuW tkat itself for spcac doalls and limitations. tmpaet resisuatt cap rhinges made from IT 50 IR shingles be NOTE:Some roofers Choose to apply sh(ttgius al 4"exposure installed on all hips and rtdipes.Some iosemtace carriers May aft con• (tint,standard S")at slopes leas than V12 to order to iscre we the ;rider the mot system ss compliant to UL 2218 Class 4 without impact eind.driven rain resistance.in sonic dates,this can be an scecptubk resistam cap sm"gics Pracdce,but there are risks foe which CertainTeed wilt not take .dwr responsibility.A d Mtftd expowre Can harm the appearance of the applit:d roofing,especially those YMb shadow Uses,and tt eta reduce ,eWT(2111ut shinge abihily to resist wind blow-offs by shining the adbesh't seal Nae STIEF away from rite fathom a*of the shingle& Snipe Um t R For Inhokel 4aON"s.bion IaNOR ON ti0s/q>tlO ! VAMQARO allarsan"application melleds and m t, 1A Sloww u2�11a) orama my of omI101adabdo1MMttnnsnllr traitlaptM if Ali c1tt.5Y(4112) Yom suppler or"Ing mWiMor Lear Slope ApOabw(beior 4M C ad Home h stble owl$ 7T Low A CeftKad ft"a-Domand T-t1t157 .` �N stAPP : las C itPG >tOR-A4i-1146. Abw•1.1-i:SiiV dRJ1oAHoaa, 107 .t AUG-23-2006 12:23P FROM: FROM TO:2475845 P:8-'12 (fltU)NUG a eno I I .U0/J I. I I .utiflu. VvcJJJVJ� . , y.~--- FASTENING 3934" 9"a ,.(25 mm) 1"(25 mm)-+� 100 .. .1 Bed 61Ja" SsJa^ Exposure Proper Crooked Under- Over- W811111141 ver- Nat tg Driven Driven F'ign 1?-r Frgw ward olp"Ori majing. Rgxre 12-5.Six Rath an be wad jbr h(o wtirr►gAWkrrtioru. IMPORTANT:For decks fid"(19 mm)thick or thicker,nails must go ddlkb. it least 44"(19 nim)Into the deck On Ihluner decks.nails must go THREE (LEAN-DECK At least 44,(3.2 mm)tlrnwgh the Seek. Nails mutt he L1-or 13-gaW reeling nails,corrosion-reststaut, APPLICATION METHODS with at least fib"(9.5 mm)hrads,xnd sticast l" (2S rem)10% FOR ENGLISH DIMENSIO-I SHINGLES LOW AND STANDARD SLOPE Install on now roofs and tewolls using thnfolkwing methods: E116LISN 12` 12" 12" . tihe standard"!Ax-courw Six-1wk stepped-cff oh noal nletkod'•; x-(305 trsrt) (305 mm) +-(]05 mm) • The alternate"Five-Inch,Stepped-OffDiogonal Method";or t"(25 mm) —Saw w 1'-(25 em) ♦ The alternate"Nx4nch,5ineetolt mo,*e czl Racking Method" 5 Sli"(115 than) s WMrluarwioo (1)91-MISE,91-1101,STEPPE"" MAIN T DIANIM METHOD r$11 UP,Six OFF"J PUFAWC TIN DBCIC: 10M t3+Po" 13t1i" 13t/e" ••� ♦ Apply undedayment as required.Cert uTeed sins that a layer of shingle uWeAttymetu be Applied.for(A.fire mung,undertay- 1°(25 tut) seetanl 1"(25 mnt) menu is generally requtred.Apply list and unwrinkled. t1 th" ♦ 8nap horizontal sad vertical clutlkilaes to assure eldngles will be aumetly aligned.Expose all dangles 5"(135 non). T STARMit COUME., p4mv 12-1 Lia►fonrAdis for enert"AftSfitnAle. 1.Use ct nainlw Starter°'(10"x 36")or a scatter Course ConsisffaR of the:shingles from>tdtich the loafer S"tabs km been removed STEEP SLOPE (lilgare 12-6).Rcmember,the sealant on stater courses should tie Use 6enr nails and six spots of asphalt rodq Cement•for Mq(til as dose as posrrble w the eaves edge of the roof. shingk(Figura 12-4).Aspkall roofing cement meeting AS7dt D4586 W.(915 mm)� ihu D Is sopested. Fit Lnpot Stouter Sltlrow ?" mm) — ------- --- qrsuflall A0mevethese 'ertioes i4lgtsAdie rte 1Td w*r FbhVW M rtw 0jW the ks wr5"taro+oM_ x,Neat.ani 6"off the knglk of the drat starte"oWse thingtt:,1e>gW1 Ap*1"(YS mm)Volt of rA N rooting cemeol This sttiagle on the lower left Corot of Ike root make auto Uwe under each tib comer. is 14-hft uvahangtng bath tapes aced ewes if drip edge Is being M"12.tt awfawWk and dx*W 4f ophe aoixent mr Strip AV= used.if you are not us"drip edge,make the avec mg W. •e;AtMolfl:Excessive use of roofing cmune can cause shingles 3.comirme with full-length starter course shingles along the eaves to blister. (Fpre 12--7). N16N WIND AREAL 1ST COURSE;Apply a hill shingle at the Imver left corner of the roof. Make tabs lie flush with the edges of the starter tmuse.to this way, DO NOT USE;ff'A1iUS. sealant on the ceartct'strip Vll adhere to the first-course tabs and "Stom nailing'is cwt required by cettalostrti;huweflux,the installer help keep Wan from lifting In high winds(Ruta I". can at.six nz&to setxrre cath shingle.In addluon,the Installer can seal estch shGtgle vita four spas of asphalt m0og;dement ASTM D4586 1"e if the stere of a quarter,equally spaced,bite 11 is not inquired by CautinTeW. IAg Uwpror12 CER'CAINTE80 SUINCLR APTe,ICAT01f5 HANVAL AUG-23-2006 12:23P FROM: FROMlnLu,nvu TO:2475845 P:9,'12 cv L v„� � 2ND THROUGH 6TH COURSBti: (2)MV14NCK STEPMI.OFF 1.Cut 6"off die lekside of a Afoot and Install this 30"piece over DUCINAL MMD and above the first-course shingle:,in We with the I&edg of the ("1WELVE Ili,FIVII OFF") starter course.Leave the 5"tabs of the lirst•coutso shingle apusretl -ttka (Ffgarre ds-8). 2.Cut 12"ori the lint shingle of the third course,18'oft the first st•w sMngk of the founh course:,24'Off tkc first shingle og flic filth ria "'' Dock course,and IQ'off the Gist shingle of the sixth course.Apply t.•ach 2rd l with its Id edge in One with the previous course(Ffgmv 12-1). W40 sem.e 3.Instill full shingles flush against the six spelled courses 'w"� (Figure 12.10-see A). r:, a.w s• :} zra SUCCEEDING COURSES:As you go up flu:rake.rcpctu the trarrte or y` pattern used to Stork the first six courses(Figwre 12-10—ser 8). etw Finish the courser with full shingles,working from the eaves up ova the rortL sM a'�"'x rwwftw • �m i2-9.'17ar•Nredt Afe/,fir+f-0jj'AiaguaplA(Nbtrd STARTER routs: I.use Ct r wayeed Starter(IV x 46")or a scoter course consisting SWaO��w Of the shingles from which the lawn•5'tabs have been removed (Frgrme 12.0.llumvatbcy the sealant on starer courses should lay as dose as"Me to the raves rise of the roof. 2.Cut 5'off the kgigth of the first narier strip and apply the nsukins � {►+� ° 31'plow tt the lower kft cotner of the roof.This starter strip W should overhang the rakes and eavea'h"when dtfp C*is toed, e or A*when oto doer Wx is used(Ftgrrrtr 12.7). ttat?4 � 3.COndnUewith full•lettgih stmet- ourseshingles Wool the am. 00 UT COURSL Wit-Section 1"by applying it tidl shingle ac the 04�°o tower lett corner of the roof,tabs flush with the Stu=coutac. oma', . Dom° I."o the second Mtn by cutting Y off the left end of a ahingk rid applyfug the 31-piece gra:the 6(9-cotrrr shingle,flush with now 12.7.umdod dw awk doypwsed and tww drO a4v dwarfs the left ease of the Rat-course sWe,and C*OSi g the first course S"(Flgrxnr 12-9). syrP Z,Ra(:h succeeding course,up to and inc luditx the seventh coorm, should suit with a,shingle 5"shorter(off the left end)than �► the previous course.Upose each course S'-This completes -,"on l"and mtablishets the first SLYCN capt5et*(%he 12-course repeating cycle. 3.Install'Section U"as shown in F(pw)2-9 asiug full shingles carpo" ZOOM the$Cfcn Cow.e$In"Section L-This moa be done before continuing with courses eight through 12(14dion 70.These •r�►j10s''� - o "Ste loo 11"shingles are to be butted-up against the"Sectbn P shinglet that shitted x7OWM one through seem.Rotten all shingles in the normal fashion. Fi�•rr I?-R.•acre/,!}dr,Trheffm�avirtrnrsreatnw4,rrl�jx. (;HRTAINTF.HD SHINGLE APPLICATOttN AIANuAL rbodola ley AUG-23-2006 12:24P FROM: FROM TO:2475845 P:10-'12 11LU/AVU I-V cvvv , _ _ !Here's a Tip..,AAPW try to use fret!sbtagter fur the fart$burglar gotae ibto a dMd lVdroy. rbk willb1p avoid the p oom ojrurturrR too dace to the Certhcrtitte. tt'burAt far tilts tip go to Dune A(o& nd of Obto,) Flgm+r I?•lo:Sir 4A SLY 0f"•hWirflattoa xbraratia I .I I w _ 1 r •1 r t I •I I Alf FIaN I I t I I PmWdoaWmaW • ` vw til kn wader tlas foot dtda to ` pfawnl hortnful COndo's InN A YYUatK and taaaai NU64ap in sumrtNr. 07 Awl li i I t 1 ,I ai I � �S�y+'�1 `�• �`. off e, r rR r'n cc��CU,�?•� rr �rttLil• Figruv t2th.111 bt oI(dmrf l mWelAulk 110 P.bapnx12 CBBTAIMTEED SHINGLE APPLICA•TOlf3 MANUAL AUG-23-2006 12:24P FROM: rKUM TO:2475845 P:11,'12 • (WED)AUG 23 2006 11 :09/3T. 11 :07/No. 6825903835 P 5 Here's rr rs the med Tlip...�arr rac:4i last ?hit rYWftllzes s dle oja r plane.SX*(nario2f)Urns 6• Aeyatttys8etltrtg otrl 4jaHbmntarrt rte the nilddle of tba �'three-tab+� ahe"hr fur lhir#P 1-0 Lbw Z ,(oAlacaWrra, VrtNttrta;) rl.andcut-o0t 4M tba$nore on barb wArr tfTl[TNBOUGH 127B CO NW: 1.Uegin Ute c eighth course by t uuing I I'offthe left end of s shingle IST COURSE:Apply a fidl skle�le at the lower it t deter of the and applying the 25-piece over the sewftth-course stung(,,ftA ref,bibs flush with tit mer course(41(pM 12-12). wilets oft edge of the sevcrNh.course Shingleand elrywsiag the seveailtlt course S"(Figas, 2ND COME: 6'off the kb end of a shingle and apply the 12 9j• tau 30'piers over lite Brat-course sltingle,llash with the left edge and 2.Sean 01ch succeed(ns cmrse,up to and irteluding the Welftk etSeosing the Etst corse S'Gigue, e. l?). course.wide a shim 5-stmrter(off the ItA end)thea the pre►iou..!worse.Expttst;nab course pl SUCCEEDING COUPJESt 3.Instillation of the pieces for courses tight throucll Iwdve 1.Begin bent application of the remainial courses alma completes"Section tU"and establishes use of fill silo >� � �Iltr babes the Gnat five coueses of ti>� 30'(G'cut orf the kft cud of a hdl shin*) the two-put 04-elve-¢ourse)pastern. ShingbtS all the way up the rake is a single column.F.xpD.w each 4.Continue workitig coag from the taetvc cotum hitt applied by course instatlln11 1111111 shingles(not shown on the diagnut). 2.Eastea the full Mingles with throe listeners.IeWtnr the dgttl-)rind SUCCI RDINC COURM: tab Wile udwaned until burs L Repeat the above two-pall,trove-course procedure.ahernulng 3•men the 30'pieces of$bit*using four faslenem the seven•and 4.This method will estabibh fee Mxdnch o t*dcal Raftnt tpgk Eve-course sections up tin:roof fort caehvft sub"O"t scym-mune section with a full shengie and gm eueh COMPIETLNG TIM IINSTAi.1r1TLON: ffve•'course section with 9 2S'shingle(I V an of the left,ad). i.FW1 shin ill"am to be iied 2,Complete t6umd terom die roof U01%Illi!shingles. shingles in each course.Work�rr of st the ���Oft vMCal colamo at a time,maintaining the 5-esposurc VES CAL R A,RACKING 2.la the courses where the 1110-baud shlogie tab in the course 11EttTiCAI l:uitltlN611AET110D above aims PuTwk left unfaste WA car&*lift the loose shingle ("RAQtING'ry lab so U no((*canes, y{ especially at the top of the cutout tearing mm -and n=or sharply bung, shingle undenleatb to bull the hidden shhirlotedge. slip the teal i-- - ---- 3.Apply all kw fastenems to the newly Placed shingk and of j t _ •• sit► deck fastener to the free end of the shingle rah above it. 4-'it 41'entatc courses whets:stew A111915 61111102000 the visible y-- ' set tabs,ialt;atly apply only three fasteners,leaving tine right edge free. t,n ry„ge1 r•wick s,;utcr S.Repeat this procedure(applying one ve"iW column at a time)to Complete courses cartes the roof. Eaves: !igen.12-12.•1NRr *uaigNerboa CAUriON: aLAIIC$R COURSE. 1.Thio"11111110 eohema"method is approved for applying mostCmltdnlbedshingles(Cane for Independence 1.Use t7enairt'Ikod Shiner`(lb''x 3b°)ora starty course cons6d • l Hwkwk 'S sh fte +Intl New 1106Y.pa ShtatgQ ).Flowerer. double colo- af the sbingles bora which the lower o tabs have been restored vertical g(in v.hidt torn W1186 tiro old side by side up the Is do*w pfs.lkmco five the st>flarx on staler courses should ley root)Is MOT recommended because it can n=11 in um dractim as tdOsr ay possible to its,cartct ode of the roof patterns. 2.Gut 6'off the length of Ike rM stoner strip grad apply the 39, p 2.It D very 1111110"Ml to fatten the ends of shingles t•cspafy. piece u the(ox'tr left corner of the root leis slaw strip should Nailing"or leaving oils out can rcauk in an unaltnalvc overhang the rakes and eaves 14`when drip eAge is used,or 1''i" rack-tine pattern. when no drip e4p is used. 3.Condone with full-lenph starterstilp skingtes along the eaves, JYC'rL';Q rf AP...1'*ad tba shreNlrs firim era 6"&6#)6,a ted*sbigki frt,,n atrotbrr bandit. Tors will mere("im 169 most plowing**P Mende err the frstiYberl roof CIRTAWTEED SHINGLE APPLICAT01fS MANUAL Ci%w&12 LLI AUG-23-2006 12:25P FROM: rHUfd' TO:2475845 P:12/12 (WFD)AUG 23 2.0.06 11 : 10/ST. 11 :07/No. 682590.3835 P 6 THREE CLEAN-DECK APPLICATION 2.Cat 111/i'alfthe fitatSllkg[caf the third aaurse,1674-off:the METKODS FOR METRIC SEttKGtES first sltinf�eofthe faurthWorse.2214-off the first Shingle onthe Will course.28"V otf the first shingle of the shah cWrK,anti luslall an new ruo(s and tear-offs%WnK the folkMwln ntcthOtic: 3384'off the ant sldnitk of the P-.M th course.Apply eae4 pith S The Seven-Course,Ssits!eft edge in line with the presions eoum(ern 514'.Stepped.tJff tli>igomll tuethtld M1111010 g 1W Method-:) 3.losizu full shinA6.flash aRafpSt the seven nppued eoutses- i tho 9krilate"F,fgin-Course,l9ve.lneh,$tPc4 3UCCEEDINC CUIlRBBS:As you 1Do up the rape,rgisit the st<me Melhad-:or tiff Dlagooat Ptateett used 10 Im the Brat seM courses.pinish the coue.er with 'Che allcmata"half-Tab Il'felhOd." full$11inglM working from the eavtp up the roof. • IMPORTAIM Do not align end jants of a given Course closer than EEVTO- ilsk SSA'k t nue SJW*,OW thq Aust be at kelt 3"from the mils on 54"31Bi?ED-OFF DIAGONAL METNOD the underlaying course. (RANDOM SW MMOD) , PREPARING rim DECK: • Applyunde*yrneot as required-CetrtWnTetd mlggeag that a layer ° ` - ofshingle onderlaymetx be apl4kil.For UL fire ratlug,underlay. mutt is gonendly required.Apply am and unwtiakled. • Soap hurizental and t+erQQd chalk!lues in aswrc shingles will lie co"dy alienet glop all shingRas 5W(141 mm). .`•�� ff'CAR7161 COARSE: 101c 1.Use Culaitdbed saw-or x 38 Yoh ora starter course consist- _ `��»�-� ink of the shingles from which the lower IMUS have been removed �� (FtgYre 12-13).Rententhc'the tiestant on Starter cotzm slwald •�. +r-�"�r—00. WY as Idose as I"ble to the eaves edgt of the ronf 9931a"p0ol)trim) _ Stanet 5hiltOle ��� b fl e m o v e I h e s e 1?•I4r.1PA$fntytArJictt7cnttrsesMarrtrtaoldetlr —_� ElGNT-COURSt,fiVE-IN�IL Aqw-12-t,,.trrnivrrmrr r Wajja by+ar+ioelerp IAC lamer arta TTEPPED-Off DIAGONAL METHOD 3,Neal,crit haft of a tab off the length of the first siarn r course _M rw,w Shi11g1e.Install WIt I&agk on the lower left corner of the riwf. Oak M26'Stria titers is W left umbinfMg both rakes and eavrs �w ••• •��-�•' N"edge is bft used.IfYum sire nd us9gg drip odge,n11ke We � the overhong YP� arae tq.wia 3.Contlmte with fefl• 11101 r-course An ire >r " gleS along the eaves. trr+r (R*urs 12-13•). : 13T COURSE:Apply a full sbingle at the lower fele corner of the rye Mawl .•.;!r� and — aitfi.0 ; •.•. : ;s �r roof.MAW tWts lie 8usit with the tdges of tht 3wrtu corse In this. Ewrla way,sealant on the starter strip will zdbeae to tint fust-course fobs 14grat+rr-ts:a fit Caw.t �rnra�cb,S7raggs rA�p ,,,,d and field keep Iltcm rwN h'fting In high windtt(ilp a!?.14).. 1RARTER COUILM: 2RD TILRQUCH 7718 COURSES: 1.USe C"WilTeed Snarler"(10'X 3041 or a starter Coarse conOSUng 1.C1X S SAL"off the ICA aide of a shingle and install this 33-Y4"Place of the shingles from■Ildkh the lower tabs have been ttlaenoved tmr anal above the lhst•em X slstngle,la Bar with the let edge (Jrt(8unt!�f33.Rcrosrttbca:the K-4111 oil clatter Motss1lAtild of the carter eouese(ffgyrr l2-14). lay as dust as possible to die ems edge of the rod Z.Lb13'off the length of the first sdroer snip and apply tit the latrer! corner of the root Thte spear skip��o„ta�the tatces and awm "+dee drip Wo is used,or%--h-no drip edge Is aced. 3.Continue with 691-lengt1i s wW course shingles along the eaves. (Figura 12145). 112 rlaa�/uaild CkN'1'AiiTEFL SNIYGLA APPLICATOWS MANCtnc AUG-23-2006 12:28P FROM: TO:247584S FRdM - (fft1J)HU [o euuo Ii . iu/v,, •v . ,1y 13T COUII.41t:Begin Section 1"by alpi>dnfl a full shingle at the lower left camet of tins roof,tabs flush Willi the starve course. X69/tE(111 lot 1. 2ND TO SM COME-. 21121aWaft 8th t.eegta the second course by cutting V off the leh and of a shingle anti applying the 344"piece over the first-course sWngle,flush 2tabaall vith the lei false of Ura first-course Alaxie, course 5 "(Firx►t+12-151. --- 2.Each wtxeeding averse,up to and in dwhill;the eWb cot ,should stat with a shlask 5'shorter(off the left end)than the IOUs 1/2 it off course.F.aposE each course S si -This aompWes"Sect' a T'. 1`03*b! — 3.hisW)"SeWoa FI"as shawa in Fif urw 1Z-13 wft full shim Fl9W12.17 94r,abf-- sgainst the eighth courses in"Section f."This maxi be done before corrUnlring with course nine These"Section ll"shinxla are to be + buned•upx0mttic':Sectioaf"shingles. CHIMNEY ELASNIN6 SUCCEIeDING COURSES: lllefai lggfhtsMiRg 1.liepeai the above tyro-part prooedure up the mot 2.ramplete eoursrsacrtrstt the mfusing full switAks. NAIf TR!NIEfNOb Minh L&,mt) Minimum Fold dOvin -----r- draftier"Salting tyylr„at over stere gashing HtCoune 51aBet _ - F*rs 1Z-I6.1ldf-yab M bad ffAMR COORSIt: .:1:'i: � Fgat i.Use Certaidked Starter"(10'x 383/4")ur a starter course f ; ToW fl f coasmit,orthe shingles fr+am which Are lower tabs have been F1 mit l mnwwd(/•t ury itemewb"the sedsnt on surer i ? Wilms should 1'iy as chta ss passible to the eaves WW of Ute roof. � I i 2.Cot ladf it tab off Ilic(marl►of the Arlt atauter strip and apply at the k wa � If lei corner of the rout Yids ala W*lp tfltratld ave bi"the raim mal elves ih"wh®r drip e*is used,or 4r4'vbn no dtip WW is used. 3.Continue.aids Wlangth irtorter-wrip shingles along the cava. (FOM 12-16). 191'COURfl6:Apply a fid!shingle at the lower left comer of the roof.tabs flush with rbc:starier owese(Flgwr 12-16). 2ND COOLS&Cut 69A6,(half of n rib)oft the left aid of a vitingle ad apply the rematuing picea over the Antt-eeurae slringle,Bush with the left edge and a nosing the first course 55A"(Mjm 12-16). 31tD TilBO UGH IS=GOURMU;It ch sutxeeciicrg course.up to and including due sixth course,should start with a shin&unc-haltof a rah(6*16-)sharter(cut-oll from the left and)than the previous course(figura 12.16).Lgoae"Ch Work'554". iVum A?-IAL A kglatomwda6tiLrraet: ,It3'C6:Most Certainreed 3-tab shinsles hnve 3 aligning notches cut Into the hrxdlap whkh curt be used as a guide to lite-up the cutouts. CERTAIKT6ED SHI,IGLB AP►i,tCA'rtltis MANUAL Chfpivr12 A B REVISED I13 a3 CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD } ATLANTIC BEACH,FL 32233 \ INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dej2t@,coab.us Application Number . . . . . 07-00001504 Date 10/30/07 Property Address . . . . . . 251 NAUTICAL BLVD Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 850 ---------------------------------------------------------------------------- Application desc INSTALL NEW EXTERIOR DOOR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JURGENS, CONRAD OWNER ATLANTIC BEACH FL 32233 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 35. 00 Plan Check Fee 17. 50 Issue Date Valuation . . . . 850 Expiration Date 4/27/08 ----------------------------------------------------------------- Special Notes and Comments WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS --------------------------------------------------------- Fee summary Charged Paid Credited Due -------- ---------- ---------- Permit Fee Total 35 . 00 35. 00 . 00 . 00 Plan Check Total 17 . 50 17 . 50 . 00 . 00 Grand Total 52 .50 52 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC 4 PERMIT BUILDING /ZONING DEPARTMENT APPLICATION # ' 800 Seminole Road Atlantic Beach,Florida 32233 '5�� (904)247-5800 V (904)247-5845 Fax www.c®ab.us APPLICATION TRACKING FORM REQUIR DEPT: J'�/ A' 1//7 '//� S V N! PLANNING Property�������� � �W I / 1. l 61 r d 2J . Z Y N BUILDING Y PUBLIC WORKS Applicant: Y O VN9 PUBLIC UTILITIES �ny�/��/ r Y N9 FIRE DEPT. �������" -s—+ f I ! �( / Y Id PUBLIC SAFETY w APPROVAL U o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z� Y N D.E.P HUFSTETLER N S.J.R.W.M. CARPER ww = 011 Y N ARMY CORPS of ENG CARPER O Y NI HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INI AL: AT : ® ® 1 ST REV PLANNING ® ® 2ND REV BUILDINO"**'� PUBLIC WORKSJ1 , n9 C a h� i• PUBLIC UTILITIES ,,,JJJ J FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Bifilding Department®nee you have entered your comments gnat®the AS400. CITY OF ATLANTIC BEACH 7_ �+�,Y. 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O• I I OFFICE:(904)247-5826•FAX NO.:(904)247-5845 fr BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 4 N✓/"r. Atlantic; SPach, FL 32233 d;l4k:f} 5c`R#p1dN;;:: *rrit�156PUudRI :: ..........::;. £i U5✓vbES#RtJG##l1 i:i: i In ❑NEW BUILDING ❑DEMOLITION EMESIDENTIAL LOT BLOCK q.SUBDIVISION ❑AD ITION IJ CONVERTING USE El COMMERCIAL �.'...P'�....9..................................................:..........,.. .........:::::.::>:.:::::.::::.:::::: L7 ALTERATION 11 ACCESSORY BLDG. ❑REPAIR ❑POOL/SPA ❑YES ❑N/A ❑MOVE ❑OTHER X10 •:;::. ..... sa:r'iiiiiiii::;;::;::;aG:ai::::i:iii::aa:J!iiaiiiii- ....i:: .......... TI�Af.T4?fR,.................:.:::::::::,. ::::::::::.:::::::::.A��HIF�"iT.t..EM13i(N ,.::::::::.::.::::<..<.;:.;::. 5. OMPA Y NAME: c 23.COMPANY NAME: V� 18. 24.LICENSEE NAME: 10.ADDRESS: >0e� 17. ATE O LORIDD LICENSE NO. t�/ 25.STATE OF FLORIDA LICENSE NO.: dLS1 ^�� '�'�' i�,• / ��22 t: 18.ADDRESS, 28.ADDRESS: 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 9 7 13.CELL PHONE: 21.CELL PHONE: ' 29.CELL PHONE: 14.EMAIL ADDRESS: -L 22.EMAIL ADD RES 30.EMAIL ADDRESS: If 4-YN1'a.4� IFatiE 5[NIPI. 7 TI 7! .... HQl il#IN MPAN IYl ...:::.::<E .A'fftER•7f44FiptA11!IB3):;a;:,..;::.:.. 31.NAME: 33.NAM 35.NAME: &4"4 �►/• 32.ADDRESS: 34. DRESS: �. 36.ADDRESS: Application is hereby made to obtain a permit to d6 the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Wells, Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. 'M WARNING TO OWNER: -M YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. .: . �f'. rts: r. ttt�y#¢:. r�ibgtntgd•#.:.:>::::.:.::. ..... :• .:. .:;.;;.......: ;. #d#IfiCC�7r#t�;;>. Signed: Date:/eA Date:/e1#147Signed: Date: Before me this Q day of C�Iy liL� ,2007 in the county of Before me this day of 2007 in the county of ate of Florida,has personally a peared Duval,State of Florida,has personally appeared Duv herin by himself/herself and affirms that all udements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of County of ll 6(4- / Notary Public at Large,State of ,County of `-0e'Personally Known / (� ❑Personally Known }QProduced Identification- 4• u ✓' ! `T ���v ❑Produced Identification- Notary Signatur . Notary Signature: MEMORIE NOLAN £,. MY COMMISSION#DD 540618 EXPIRES:July 6,2010 Bonded Thru Notary Public Underwriters COAG FORM BLDG01:REVISED:10/30/2007 Af; CITY OF ATLANTIC BEACH ®WNER / BUILDER AFFIDAVIT I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF YOU MAY BUILD OR IMPROVE A ONE–OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826) IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. ADD JAI �`yfLlL=Y ��–�'`, • t� 0 7 I 3! !_h 7 S PHONE NUMBER PRIN NAME ,�y 7 SIGNATUR DATE Before me thisday of I 1 y 2007 in the county of Du al,State off lorida,has person y appeared ,( [1Il )�rAthW herrn by himself/herself aiA affirms that all statements and declarations are true and accurate. Notary Public at Large,State ofIF L County of — — — — � "'r'."•,o• K. CUNNINGHAM ❑Personally Known �L NOtaxy PubNc-Stab of Fiofide Produced Identification- • COn�MMion Expires Feb 28,2010 •` Commission#DD 523638 Notary Signature: y"""'�, Bonded By National Notary Assn. COAD FORM BLDG07;REVIS 8/l4/200 Q� MIAMF a 1 MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) WWW.maimidade.Lwov/buildinE!code Jeld-Wen,Inc.(OR) 3737 Lakeport Blvd. Klamath Falls,OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AM). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may .rte.,. immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. 4 J DESCRIPTION: 6'-8"Inswing Premium Fiberglass Door–N.I. 0—i APPROVAL DOCUMENT: Drawing No.JW012006,titled'W-8"Inswing Premium Fiberglass Door uw. sheets 1 through 10 of 10,dated 09/26/06 with revision B dated 05/02/07,prepared by PTC,LLC,signed and LA= sealed by Eric S.Nielsen,P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. APPROVAL of this NOA shall be considered after an approval application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No 06-1130.07 { Expiration Date: June 07,2012 r� n�0-1 AJO3 ] Approval Date: June 07,2007 Page 1 a Jeld-Wen,Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.JW012006, titled'V-8"Inswing Premium Fiberglass Door", sheets 1 through 10 of 10,dated 09/26/06 with revision B dated 05/02/07,prepared by PTC, LLC,signed and sealed by Eric S. Nielsen,P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram,prepared by Architectural Testing,Inc.,Test Report No. ATI-63492.01-301-18, dated 06/16/06, signed and sealed by Joseph A. Reed,P.E. 2. Test reports on: 1)Surface Burning Characteristics of Building Materials as ASTM E- 84-97 A, 2)Test Method For Ignition Properties of Plastics,Procedure B,Short Method as ASTM D 1929-91 along with marked-up drawings and installation diagram,prepared by Intertek Testing Services, Test Report No. ITS-J9900660-001,dated 04/08/99, signed and sealed by Frederick D. Curkeet,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004, prepared by PTC,LLC, dated 04/16/07, signed and sealed by Eric S. Nielsen,P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Component NOA No. 06-0411.01 for"Premium Fiberglass Door Skin with PURfiber", approval date 08/17/2006 with an expiration date 08/17/2011. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated November 02,2006, signed and sealed by Eric S. Nielsen,P.E. 2. Laboratory compliance letter for Test Report no. ATI-63492.01-301-18, issued by Architectural Testing,Inc.,dated June 20, 2006, signed and sealed by Joseph A. Reed, P.E. G. OTHER None Jaime D.Gascon, E. Chief,Product Control Division NOA No 06-1130.07 Expiration Date: June 07,2012 E-1 Approval Date: June 07,2007 37.75" MAX. 105.625" MAX. OVERALL FRAME WIDTH JELDVENo FRAME WIDTH 36.75" MAX. 15.5" MAX. 36" MAX. PANEL WIDTH 36" MAX. SIOELITE PREMIUM flBE GLAZE DOOR rPANEL WIDTH PANEL WIDTHI INSWING 6-6 LIP-IJTE GLAZED(NON•IMPACi) I rW/ ASTRAGAL I FRAME WIDTH • N RAI NOT c I I 7. THIS PRODUCT IS DESIGNED 70 MEET THE 2004 FLORIDA 5 I I 20.5 BUILDING CODE AND HVHZ REQUIREMENTS. 7�912 .5" 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY MAX. 1- = MAX f— I-- TO TRANSFER LOADS 70 THE STRUCTURE. �.L.O. � w D.L.®'. � 14 _(f)3. PRODUCT ANCHORS SHALT. BE AS LISTED AND SPACED AS Gi = MAX. SIDELfTE W W SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL _ SHALL BE BEYOND WALL DRESSING Q STUCCO. O W ¢ INACTIVE ACTIVE WIDTH p _,U, 4. DESIGNIMPACT RESISTANT SHUTTERS ARE REQUIRED --i z 7 O" MAX 'I Z Q 5. DESIGNED PRESSURE RATING SEE TABLE I, PAGE I. 6. SIDELITES ARE AN OPTION AND CAN BE IN A 16 ACTIVE a L` 16 D.L.O. a SINGLE OR DOUBLE CONFIGURATION. e+ X 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS ¢ O UNLESS PROTECTED BY AN OVERHANG COMPLYING W/FBCO O C)cO SECTION 4410.2.3.2.7 5 E 5.50" o 0 6 L 5.50" Iw. N 25 a RESIDENTIAL FIBERGLASS DOOR / Q x (Common to all frame conditions) Door Leaf Cvnstrurt;an� 15 36 25",�/ � \ 15 / � sheet FIberglass avg. min. yield strength i6 00 k25" / 00 JN0 O Iq 11(min.)=6,600 psi - a 00 C4 Skin — 0nominal / \ / Cc Core desion gn• Expanded Polystyrene foam core, with 1.0 to 7.25 tbs. density by Jeld—Wen Pa nel�Construct;�.,• The panel skin is constructed from a A C A 0.065 nominal fiberglass skin. 4 11 The ppanel face sheets are glued to a wood bottom rail and LVL to� rail& tiles, In the double door oRp lication the D ez a to side with.Dow 1199. See she 3 GBtails 2&10 4 rnac�rve door rs fitted with an extru�edt aluminum astragal (Endura) of 6063—T5 alloy. Panels are sandwich glazed using REF. DETAIL 2, SHEET 3 c two piece ODL (The"tempered panes se) lite frame.Glazing (X) SINCLE IN-SWING UNIT WLO BOLTS consists of two 0.ramex tempered panes n the in by a o.zs"air rOXXO) DOUBLE IN—SWING UNIT W/SIDELITES space. The lite frames are wet lazed on the interior and INTERIOR VIEW exterior side with Dow Corning 199 sealant. See sheet 6 INTERIOR VIEW fQQr details SI'd!it on tr tion• Panels are sandwich glazed using a two piece ODL (Thermofil—P6-30FMO391) We frame. Glazing consists of two 0.125"tempered pones separated by a 0.25'air space. The lite frames are wet glazed on the Interior exterior side with Dow Coming 1199 sealant. See sheet 6 for details SHEET # DESCRIPTION Cons[grti ; The frames are constructed of finger—jointed 1 ELEVATIONS & GENERAL NOTES pine jambs measuring 4-9/76"x 1—i/4". The Head jambs or mortised and butt oined to the side jambs, and attached with 2 ELEVATIONS three (3) 16thrGA. hold"crown x 2'long staples an each side. 3 VERTICAL CROSS SECTIONS - DOOR PANEL The Endura threshold is attached to the side jambs with three (3) 16GA 7/16'crown x 2"long staples on each side. 4 VERTICAL CROSS SECTIONS - SIDELITES Approved as 1' 5 HORIZONTAL CRGSS SECTIONS Florida u d, od ews6tlq TABLE 1 6 HORIZONTAL CROSS SECTIONS nate o 00 7 ANCHORING LOCATIONS & DETAILS NOAH • r�r "NOT QUALIFIED WHERE 8 ANCHORING LOCATIONS & DETAILS ALL DOOR MODELS ARE VIEW D Daae oe {yam DESIGN PRESSURE RATING miand WATER INFILTRATION ._ IS REQUIRED 9 COMPONENTS By FROM THE INTERIOR SIDE ALL DOUBLE DOORS MUST HAVE POSITIVE NEGATIVE 10 BILL OF MATERIALS ASTRAGAL BOLTS ACTIVE (PSF7 (PSF) SINGLE x +60.00 -60.Do JELD-WEN, INC. DOUBLE (XX) W/0 SURFACE BOLTS (ACTIVE PANEL +40.00 —40.00 (541)-882-3451 DOUBLE XX W 2 SURFACE BOLTS 3737 LAKEPORT BLVD. - KLAMATH FALLS OR. 97601 ACTIVE PANEL +55.00 -55.00 /4W 11R•ee 6-8 INSWING PREMIUM FIBERGLASS DOOR DOUBLE DOOR TS SIDELITES +55.00 -55.00 e10 ELEVATIONS & GENERAL NOTES 2 SURFACE BOLTS OXXO, OXX SINGLE DOOR W SIDELITES Edc S.Nielsen rscrAam W.. +55.00 —55.00 a sumps rm ur_DAM JETEff—Y Florida P.E.No. 41323 SAM 9/26/06 2 SURFACE BOLTS 0X0, OX PTC, No. " SEE NOTE 7 UNDER GENERAL NOTES A PER OW-awc 1535 Cogswell Street Suite C25 P%LLC N.T.S. JW012006 SYM REVISION Rockledge, Florida 32955 SHS; rare c.ur a a Aaaas:seen NO.uses vn�.>z,.eso.,me rm u,.wo.nea B 1 of 10 74.5" MAX. OVERALL 68.75" MAX. OVERALL WIDTH - .FRAME FRAME WIDTH 36.7536 MAX. " MAX. PANEL WIDTH 11 14" MAX. PANEL WIDT 15.5" MAX. rW/ SIDELITE ASTRAGAL SIDELITE PANEL WIDTH FRAME WIDTH I— 11 0 2 w t 0 MAAX.X. 7.0" MAX. = 3 D. .0. 20.5" 0 w D.L.O. 3 = Lu ', O O MAX\ O � w INACTIVE ACTIVE D.L.O. J w a g 16 0 16 6 6� o Q a a LL O ¢ ACTIVE 5.50" n 1 5.50" 0 0 Ln x X to 5 cv 6 X15 36. N m0 15 36.25" o in cc 00 N W A A 3 C A 3 B 8 D REF. DETAIL 2, 4 SHEET 3 rOXO)SINCLE IN-SWING UNIT W/SIDELITES (IM)DOUBLE IN-SWINC UNIT INTERIOR VIEW INTERIOR VIEW Approved as-tallying wM 1yp Florida Du'di Dn ne 7 ALL DOOR MOD - ARE VIEWEn �! M' prod FROM THE INTERIOR SIDE o; ey JELD-WEN, INC. (541)-882-3451 3737 LAKEPORT BLVD. — KLAMATH FALaoflO " 6'-8" INSWING PREMIUM FIBERGLA X/81 ELEVATIONS Eric S.Nielsen PFNFNW an e Pm Ww-OAK �o nc Florida P. E.No. 41323 ��� SAM PTC,LLC " 'r""a a' /m m 1535 Cogswell Streek Saila cls �•Lw N.T.S. SYM REVISION DATE �, RoCWsdge,Florida 32955 FBPECllRaabaAuMerineon Na.za93sPh—sn.M.nee F- azr.eao.tns B z .Z �W � \ H \ 18 SEE NOTE 2 .0 1.75" MIN. 19 SHEEP 11.75" MIN. 3" MIN. EDGE 0 1 1/2" 1 1/4" DISTANCE MIN. EMB. 1/4" MAX. IN. EMB. SHIM 47 1/4" MAX. 20 SHIM DETAIL 1 p COUNTERSINK IN HEAD 2 � SEE DETAIL 2 ,-SEE DETAIL 1 36 36 ON THIS SHEET ON THIS SHEET � SEE DETAIL 2 2 F FOR SURFACE BOLT 8 5 = ON THIS SHEET r 26 g w FOR SURFACE BOLT 9 SEE DETAIL 1 LU = 8 26 w ON THIS SHEET = t- = 7 J az INTERIOR EXT R I 38 — E 102 L = INTERIOR 38 XT cr SEE NOTE 21 2 � w � o w a 1 SHT. 7 4 < zz SEE NOTE = DETAIL 2 1 SHT. 7 4 21 2 X SURFACE BOLT FOR SPACING 28 o a FOR SPACING �m 28 0 27 X 28a 4 L \ SEE DETAIL 10 0.065" NOMINAL 27 N w SKIN THK. o SEE DETAIL 10 0.065" NOMINAL °0 ` ON THIS SHEET FOR ' ON THIS SHEET FOR SKIN THK. SURFACE BOLT1.75" NOMINAL c� SURFACE BOLT 1.75" NOMINAL 1 1.50" PANEL THK. 00 8 PANEL THK. I 1 32 -�� 1.50" 32 32 — / 1 1/2" MIN. EMB. 1 1/4" MIN. EMB. DETAIL 10 SEE NOTE 2 1947 SURFAM eoLT SHEET 118 3" 1.75 MIN. 7 MIN. EDGE nr, :nplymgwiWd�e 1.75" MIN.- 5 DISTANCE FFl.riDate".6-I",'�,Codde B _ VERTICAL CROSS—SECTION "°^# oe ���. Miami Dade Product CAW VERTICAL CROSS—SECTION 3 DOOR PANEL IN CONCRETE / D — 3 DOOR PANEL IN WOOD SUBSTRATE MASONRY SUBSTRATE JELD—WEN, INC. (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS OR. 97601 m 10w 6-8 INSWING PREMIUM FIBERGLASSDOORVERTICAL CROSS SECTIONS - DOOR PANEL vaEvaPRD W.e vert Wm_D" 7 1K l� ��� SAM 9/26/06 A UM mnE e/m ee 1535 Cogswell Street,Suite Cts ��a. N.T.S. JW012006 Syy �� �� �, Rocidedge.Florido 32955 ��: FeFt ce 9eeaee a wnadaoaaa No.25935 ra"a.ul.esanee ra. 3x1.esC.nes B 3 of 10 1.75" MIN. 18 SEE NOTE 2 A SHEET 1 3" MIN. EDGE 19 DISTANCE 1.75" MIN. 1 1/4" MIN. EMB. 4 1/4" MAX. 46 1/4" MAX. FSHIM 1 1/2" MIN. EMB. 20 SHIM 20 41 5 F / 41 SEE DETAIL 1�� 4 � 2 5 ON SHEET 3 38 w 38 I? 5 8 35 r w SEE DETAIL 1 35 4 ON SHEET 3 7 38 = 38 8 8 LLJ = w t` EXTERIOR INTERIOR = 38 J J 21 w a EXTERIOR INTERIOR z a > 8 22 SEE NOTE 1 j 22 SEE NOTE 1 a 0 24 SHEET 7 FOR 28 21 24 SHEET 7 FOR x X SPACING 27 SPACING 2 o 0.065" NOMINAL � � 0.065" NOMINAL m in 1.75" MIN. SKIN THK. N SKIN THK. 00 PANEL THK. 00 1.75" MIN. PANEL THK. 8 r.:. :...•. 32 1.25" 8 32 1.25" 1 1/2" MIN. EMB. 47 1 1/4' MIN. EMB.1 SEE NOTE 2 19 SHEET 1 18 t 175" MIN F� 18 . . 5 3" MIN. EDGE 1.75" MIN. DISTANCE D VERTICAL CROSS—SECTION wmplyine wilp� C VERTICAL CROSS—SECTION SIDE LITE PANEL 6 mato? U SIDE LITE PANEL W/ ALUM. THRESHOLDznt�de 7 W/ ALUM. THRESHOLD IN CONCRETE / MASONRY SUBSTRATE BY IN WOOD SUBSTRATE JELD—WEN, INC. (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 6'-F INSWING PREMIUM FIBERGLASS DOOR VERTICAL CROSS SECTIONS - SIDELITE Erie S.Nielsen PREPARED OT. D PER sued_a L/:.-7 M Florida P. E.No.41323 ��� SAM 9/26/06 A IaMN MOE PTC,LLC eD 1333 Cogswell Street,Sults C25 R'� N.T.S. JWO12006 SYM REVISION BY RocWadpe, Florida 32955 sHFEry PePE C rtif d.er,r,uwamtt.n Rao.zseas R�72rmo.nse Pm nl.eR 171 B 4 of 10 E HORIZONTAL CROSS SECTION F HORIZONTAL CROSS SECTION 5 SINGLE DOOR 5 AT HINGE JAMB TO BUCK, TYP. AT LATCH JAMB TO BUCK, TYP. IN CONCRETE / MASONRY SUBSTRATE IN CONCRETE / MASONRY SUBSTRATE SEE DETAIL 1 1 20 4 SEE DETAIL 1 ON SHEET 3 1 1/4" MIN. ON SHEET 3 EMB. z= 7 9 O Zw 30 2g 1 21 2 2 21 n a 31 Z w z 7 EXTERIOR o w �0 :; LU w z MO 0 w �a z_ z z Y 38 INTERIOR w to �Y �� z + Z~ Z w SEE NOTE 1 o f 4 6 47 20 2 31 15 z Z SHEET 7 FOR 24 29 2 z Z 3 1 1 4" MIN. a / Lo N r-a SPACING Y EMB. o cOo 4 SEE NOTE 2 1 1/2" MIN. 0 SHEET 1 EMB. SEE DETAIL 1 1 20 19 SEE NOTE 2 SEE DETAIL 1 ON SHEEN 3 5 SHEET 1 2 ON SHEEP 3 z= 5 9 Zw 21 30 2 3g 2 2 n a 31 i Z RIOR z J INTERIOR 3 Z Y ? z 4 SEE NOTE 2 " Ln j- O6' o f o f 21 24 2 = g 18 SHEET 1 n..:..,,.t � 2 31 15 Z Z Z Z SEE NO E 1 29 Z~ 3 1 1/2" MIN. u uaa� 18 19 u)Y ;n¢ SHEET 7 FOR Z EMB. BY SEE NOTE 2 o N rl-a SPACING U)N SHEET 1 0 o H HORIZONTAL CROSS SECTION JELD-WEN, INC. C ORIZONTAL CROSS SECTION (541)-882-3451 5 SINGLE DOOR 5 AT HINGE JAMB TO BUCK, TYP. 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 AT LATCH JAMB TO BUCK, TYP. IN WOOD SUBSTRATE ����� '"�` 6-g INSWING PREMIUM FIBERGLASS DOOR IN WOOD SUBSTRATEielsen HORIZONTAL CROSS SECTIONS W. e Fm mm-am Florida P.E.NNo.41323 s7tlTltm royw >« Ptc.uc ♦' SAM 9 26/06 1°'�aNx w 1535 C09ere11 Stud, Suite C25 N.T.S. SYIA REVISION p�� �. R«kkdge,Florida 32955 vti.� SHEE:JW012006 PBPE araroale o/aaan:mlan NQ 25aJ5 .3zr.aao.iaee r.. �z:.eao.iaeu B 1 5 Of 10 I HORIZONTAL CROSS SECTION J HORIZONTAL CROSS SECTION K HORIZONTAL CROSS SECTION 6 A7 SIDELITE 6 AT SIDELITE TO HINGE JAMB 6' AT ENDURA ASTRAGAL, TYP. 1 1/2" MIN. EMB. 34 39 SEE DETAIL 3 SEE DETAIL 1 42 43 ON SHEET 7 SEE DETAIL 9 SEE NOTE 2 1g 5 ON SHEET 3 34 ON SHEET 8 SHEET 1 38 8 1 14 35 21 3 38 8 29 11 9 29 15 3 2 8 249 EXiERiOR / / I J�PP IcPP INACTW U LO ACTW 41 INTERIOR LOPP Y 38 35 2 21 2 24 2 6 ? a 21 2 SEE NOTE 2 19 20 41 23 3 31 2 g 3 z Y Y w SHEET 1 4 .n z 4 28 10 15 �� �~ 4 CD Ld NOTE 1 Z z 4 0 34 ONuj ESHOTE 3 EET 7 39 42 43 39 ^a ONESHEET 7 4 36 BOTTOM �TOP & LoYi Lo^as 5 o SEE DETAIL 1 38 2 0 pq �ON SHEET 3 15 8 3 41 3 z 21 9 30 8 38 2 EXTERIOLOR r` i -- 42 1 41 38 35 2 2 25 33 z I TE t R 1 1/," MIN. 4 42 31 = Z= 4 0 f— EMB. SEE NOTE 1 43 36 TOP & z z w SHEET 7 FOR BOTTOM LnY n z SPACING o to a F!.•:-; .[a=rang ode r.,.0 O NUpr Miami Dade Product Div' L HORIZONTAL CROSS SECTION M HORIZONTAL CROSS SECTION BY g AT SIDELITE ( A7 SIDELITE TO LATCH JAMB JELD-WEN, INC. (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS OR. 97601 "RE 6'-8INSWING PREMIUM FIBERGLASS DOOR HORIZONTAL CROSS SECTIONS Eric S. Nielsen PIE►MeD 9Y: B WORMS rm uwa-ar£ /ar rK Florida P. E.No. 41323 SAM 9 26 06 PTC,LLC �.� Weis DW PTC, 1535 Cogswell Street,Suite C25 � N.T.S. JWQ12006 gyy REWSION Rocldedge, Florida 32955 ' DATE BY rerc CanNleote of Adhori[oeon ND.25935 vmmo 321.110.1110 1aw axt.eoo.l7ea B 6 Of 10 J SEE DETAIL 3 ON THIS SHEET DETAIL 4 SEE DETAIL 4 & NOTE HEAD CORNER DETAIL SEE DETAIL 4 J 8" TYp• 2 ON THIS SHEET & NOTE 2 ON 4" TYP. J " NP K THIS SHEET 44 3"--I 4" TYP. ys j7N SEE ir) N ie 7 ON DETAIL (0 n u-) C14 8O con - �LO SHEET N co a 8o Un(VLO Nttoo h L600 N tip h �A AN `n ND N X �``� N ! 41TyP. !— NOTES: T- 8 Np i. SPACING FOR ITEM 24 i 3" TTP• 6" MAX. 6" MAX. SEE DETAIL 11 (#8 x 1 1/2" TEK SCREW) ] � 3' MAX. 6" MAX. I �6" TY (TYp,) (Typ•) ON SHEET 8 1S AS FOLLOWS: TOP & BOTTOM; SIDELITE (2) (T�,p) 68.5" (TYP•) 74.5" SCREWS 3" IN FROM EACH CORNER. DOOR � 11�—.ANCHOR ® EXTERIOR SIDE ANCHOR ® EXTERIOR SIDE PANEL (2) SCREWS 3" IN FROM EACH CORNER, SINGLE DOOR W/SIDELITES ANCHORING LOCATIONS & (2) IN THE CENTER SPACED 5.75' O.C. SIDES FOR BOTH; (8) SCREWS 6.5", 16.375", INTERIOR VIEW 26.25", 36.125", 46", 55.875", 65.75" AND DRILL 5/8" ASTRAGAL RETAINER BOLT HOLE DOUBLE DOOR ANCHORING LOCATIONS 75.625" FROM THE BOTTOM OF THE LITE FRAME. THRU THRESHOLD x 1-3/8" DEEP 2. THE HEAD JAMBS ARE JOINED TO THE SIDE TYPICAL ASTRAGAL RETAINER BOLT HOLE JAMBS USING (3) 7/16" CROWN x 2" LONG WIRE (AT SILL) STAPLES. DETAIL 5 ANCHOR ® EXTERIOR SIDE 3, CORRUGATED NAILS (QTY 10) ARE EQUALLY SPACED ALONG BOTH FACES OF THE MULLION. 2 13 EXTERIOR 6 7 2 ODL GLAZING DETAIL 3/4" 0 A INTERIO INSULATED 12 .5" GLASS GLASS UNIT (PER MA 1 0 0 0 0 EXTERIOR BITE STEEL INTERCEPT r; SPACER :S: Approved_ -,1yiug With 1Le Florida ui O O .125 TEMPERED GLASS +` c � 0.25" AIR SPACE ``_ NOAH% Miami pada Product INTERIOR 13 e DRILL 3/8" ASTRAGAL .125" TEMPERED GLASS EXTERIOR RETAINER BOLT HOLE INTERIOR THRU THRESHOLD/MASONRY 37 12 7- - ELD—WEN, INC. x 1-3/8" DEEP (541)-882-3451 SEE NOTE ON f3737LVD. — KLAMATH FALLS, OR. 97601DETAIL 3 (AT TOP HEADERI THIS SHEET �/ ERGLASS DOOR'` NG LOCATIONS & DETAILS THROWBOLT STRIKE PLATE HOUNTINC Eric S.Nielsen r eEp B r¢n NMW_a/DE /a¢/af nc Florida P. E.No. 41323 $qM 9/26/06 PTC,LLC " mea WE w 1535 Cogswell Street, Suite C25 ��t� N.T.S. JW012006 Sym REVISION �� By RocWedge, Florida 32955 SHEMET: FWE e.nmoote of Authorization No.M35 rhar]21.000.1188 Fm ]21.eao.Tlee B 7 Of 10 T SEE DETAIL 3 ON SHEET 7 SEE DETAIL 4 & � B NOTE 2 ON SHEET 7 B" TYp�J 8" Typ SEE DETAIL 6 3" 6" TYP.—�j SEE DETAIL 6 ON THIS TYP�I 4 TYP. 3 TYP.--I /ON THIS SHEET 1" 3" SHEET S f SEE r S T 7" DETAIL ' 7 ON tto N SEE �' THIS � n to to DETAIL M Q SHEET ri to a 8 ON m h 1 THIS L� 80" 1 82.5 N 0 Lq N N¢ SHEET tp to co g to N N P L o L n M M � � � � 1"w 3" L DETAIL 9 8" TYP— { f� FASTENER SPACING 6" MAXJL53.804" 6 MAX. 8 7YP 105.625 T1'P, ENDURA ASTRAGAL (Typ,) f (TYP.) a "� a "-- w" ® SEE DETAIL 5 ON SHEET 7 SINCLE DOOR ANCHORING LOCATIONS DETAIL INTERIOR VIEW � 7 DOUBLE DOOR W/SIDELITES ANCHORING LOCATIONS STRIKE PLATES TO JAMBS DETAIL 6 HINGE DETAIL 8 L1 4.5625" 1 7 to 4 0 7 • Approved m complying with the Florida aju1 Date O6 O pp ❑ 7 4 MOA# 1ua t Miami Dade Div ay 7 6 7 JELD-WEN, INC. DETAIL 8 DETAIL 11 (541)-882-3451 THRESHOLD CORNER DETAIL 3737 LAKEPORT BLVD. — KLAMATH FALLS, OR. 97601 STRIKE PLATE TO �/8 f� 6'-8" INSWING PREMIUM FIBERGLASS DOOR IMPERIAL ASTRAGAL l ANCHORING LOCATIONS & DETAILS Erie S. Nielsen mmr+to m. e PER taus_awe nLm to Florida PTC LLC 41323 ��� S�B8 9/26/06 ao " "wa wx nam s 1535 Cog.well Street, Suite C25 ��W NJWO12006 SYAI RE�ASION �� �, Rocldedge,Florida 32955 F9K c.M-t.orAWhalz.seaNo. Fe.,�.ml.s lm Fa .111 M o.ne. of 10 4.5625"— { I o O I_iL 2.040" m e;�•'•� 1.82" 1.25" 75" 4.625"-►I 1.25" ASTRAGAL .612" BOLT & COMPRESSION WEATHERSTRIP LATCH ,5" 4" x 4" STEEL DOOR HINGE Q—LON QDS 650 SUPPORT 1 2 34 INSWING THRESHOLD (ENDURA) 2.645" BLOCK WOOD FRAME 3O PART# Al 4566AA, 6063—T6 ALUMINUM O Qo 9 f+�2.5" 1.3 —►I 1.6250" f-•-- 26 r---18" I 1 9/32" —� ASTRAGAL (ENDURA) 0 0 1.625" 1.7500" 6063-T6 ALUMINUM ]0 731271 I 625 .5" 1.625" ASTRAGAL BOLT ODL PLASTIC LIP LITE FRAM MATERIAL: C/R STEEL ROD TOP RAIL �';;/; 0.5625" 21 , ZINC & YELLOW CHROMATE ASTRAGAL BOLT STRIKEPLATE(•05o' srE� LVL W SOFTWOOD CAP 1.75" ]] 1.5000" 11 0.1250" .750' 0.3130" �--- 18 0"--�{� ®� FINGER JOINTED WOOD O� 0.2500" BOTTOM RAIL 0 2.5" 1.6250" �-- WOOD MULLION CAP 43 1 1.7500" 2.0" LOCK BLOCK ( V ) 30 .—L Is- 75" 37 - 1.6250" 1.725" ®p® r 1.7500" .875" J arwaved-o-Wly iX%*ht4o .5" F1 We cede Data O / .SDO" HINGE & LATCH STILE SURFACE BOLT STRIKE ( 125" STEEL) Noxa 03 3] Miemi Dade Proama cwhot LVL W/SOFTWOOD CAP Mud ATTACH TO HEAD & SILL USING SID IT STI & RAI 35 By DOOR BOTTOM SWEEP 32 PO x 1 1/4" F.H. SHEET METAL LVL W/SOFTWOOD CAP SCREWS PROVIDED WITH BOLT. - --.75" 2.031" 36 JELD-WEN, INC. (541)-882-3451 3737 LAKEPORT BLVD. - KLAMATH FALLS, OR. 97601 '" 6-8 INSWING PREMIUM FIBERGLASS DOOR COMPONENTS �, 75- Eric S. Nielsen rtes"iea er e !LRE—VISION WE /a+�w tm Florida P. E. No. 41323 ��� SAM 9/26/06 SURFACE BOLT (IVES .25" STEEL PTC,LLC " /or w 1535 C09ewe11 Street,Suite C25 �'�� N.T.S. JW012006 ATTACH TO DOOR USING ITEM 40 SVM Oq� Rockledge,Florida 32955 °N'Uc c.rieoet.a Iuumtmten No.zae3s Pam.avee.1M Fm X16 17es B 9 of 10 r Its DESCRIPTION 1 HINGE JAMB 1 f 4" x 4 9116- PONDEROSA PINE Material Ite DESCRIPTION 2 HEAD FRAME 1 1 4" x 4 9 16" PONDEROSA PINE PINE 43 1 4" X 1 1 2" WOOD MULLION CAP Material 3 4" x 4" BUTT HINGE 12GA. .087" MIN PIN 44 16 Ga. 7 f6 CROWN x 2 LONG STAPLES WOOD 4 9 x 3 4" PHILLIPS FLATHEAD WOOD SCREW STEEL 45 NOT USED STEEL 5 8 PHILLIPS F.H. WOOD SCREW W. 1-112" MIN. EMBED STEEL 46 1x WOOD BUCK SEE NOTE 2, SHEET 1 6 10 X 1 1 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 47 CONCRETE WOOD 7 3/16" TAPCON W/ 1 1/4" MIN. EMBED. (ELCO) STEEL CONCRETE 8 IN-SWING ADJUSTABLE THRESHOLD ENDURA STEEL 9 COMPRESSION WEATHERSTRIP ALUMINUM Q-LUN QDS-650 VINYL NOTES: 10 EXTRUDED ASTRAGAL ENDURA 1. SHIM AS REQUIRED AT EACH SET OF INSTALLATION ANCHORS. MAXIMUM 11 ASTRAGAL THROW BOLT 0.3125" X 18.0" LONG TOP BOTTOM STEEL ALLOWABLE SHIM TO BE 1/4", SHIM WHERE .SPACE OF 1/16" 12 10 x 1 1 4" F.H. SHEET METAL SCREW ASTRAGAL BOLT STRIKE PSTEEL LATE LOCATED OR GREATER OCCURS. 13 AT HEAD ENDURA STEEL 2. ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT 14 10 X I" PHILLIPS PAN HEAD SHEET METAL SCREW MATERIALS. 15 KWIKSET TITAN LOCK SERIES 400 STEEL 3. MECHANICAL INSTALLATION ANCHOR CAPACTIES ARE BASED ON THE 16 KWIKSET TITAN DEADBOLT SERIES 780 STEEL FOLLOWING PROPERTIES: 17 LATCH SCREWS SEE LOCK INSTRUCTIONS STEEL A. WOOD— MINIMUM SPECIFIC GRAVITY OF 0.55 OR GREATER. 18 2x WOOD BUCK sEE NOTE 2 SHEET 1 STEEL B. CONCRETE— MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI 19 2X WOOD BUCK (SEE NOTE 2, SHEET 1) WOOD I (3/16" ELCO TAPCON). MAX. SHIMS C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, 21 LITE FRAME ODL HP POLYPROPWOOD YLENE PLASTIC GRADE N, TYPE 1 (OR GREATER). 22 ODL 1 2" 1G GLAZING UNIT 23 LATCH JAMB 1-1 4" 16" PONDEROSA PINE GLASS 24 8 x 1 1 2" TEK SCREW LITE FRAME PINE 25 3 8 RADIUS QUARTER ROUND STOP STEEL 26 TOP RAIL LVL PINE CAPPED SOFTWOOD 27 BOTTOM RAIL FINGER JOINTED PINE LVL W PINE 28 EXPANDED POLYSTYRENE 1.0 TO 1.2516s DENSITY BY JELD-WEN PINE 29 FIBERGLASS DOOR PANEL SKIN WITH PUR-FIBER TECHNOLOGY FOAM (0.065" NOMINAL THICKNESS) BY JELD-WEN PER CURRENT NOA FIBERGLASS 30 LOCK BLOCK2.5" x 18" 31 HINGE& LATCH SIDE STILE LVL PINE CAPPED LVL 32 INSWING VINYL DOOR BOTTOM SWEEP LVL PINE 33 8 x 2" PHILLIPS FLATHEAOOD SCRE D WW VINYL 34 SIDELITE JAMB 1 1 4" x 4 9 16" PONDEROSA PINE STEEL 35 "n-Aht o i' SIDELITE RAIL & STILE PINE n.- 06OO 36 IVES SURFACE BOLT 454 8.0" L. X .25" THK. LVL PINE rlcai: 'j! 37 SURFACE BOLT STRIKE 0.125" THK. STEEL M+en;ome asaocl C,p*w STEEL Di 38 DOW CORNING 1199 SILICONE SEALANT sY 39 1'X 1 2" CORRUGATED NAIL SILICONE 40 1 4-20 SEX BOLT W1 4-20 FEMALE END x 1" L STEEL 41 1STEEL JELD-WEN, INC. 6-GA, 7 16" CROWN BY 1-1 2"LONG STAPLE 42 16 GA. BRAD TRIM NAIL 314 1. STEEL (541)-882-3451 STEEL 3737 LAKEPORT BLVD.__KLAMATH FALLS OR. 97601 w/a/ T" 6—8 INSWING PREMIUM FIBERGLASS DOOR 6 PER MKM_ Eric S. Nielsen "OVAND In.BILL OF MATERIALS A WAM ovc °M� nc Florida P.FTC. No.41323 �_� SAM 9/26/06 '`� REVISION DATE By 1535 RocW ge,ll Florida 32955Suite 25 M uc` N.T.S. JW012006 FevE c.nm�el.m Av"wi-tim la.25935 Phw]7L40.I70 - -100 1789 B X10 Of 10 \Js r ✓ ' , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 t ��JS31 fir' Application Number . . . . . 04-00027747 Date 2/19/04 Property Address . . . . . . 251 NAUTICAL BLVD Tenant nbr, name . . . . . . UNDERGROUND TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ DAVIS, PAUL MCDONALD ELECTRIC, 251 NAUTICAL BLVD.S. 6915 WEST BEAVERt'STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32254 (904) 356-9473 ---------------------------------------------------------------------------- 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 ;t BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUIL INC OFFICIAL MAP SHOWING tsc JNDARY SURVEY OF LOT 5 BLOCK 4 ACCORDING TO THE PLAT OF SEASP RAYL AS RECORDED IN PLAT BOOK 35 , PAGE(S) 64 AND 64A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: CONRAD JURGENS, PAT JURGENS, OLD REPUBLIC NATIONAL TCTL[. INSURANCE COMPANY AND GIBRAL'T'AR TITLE SERVICES. NAIMCAL BOULEVARD SOUTH (60' R/W) N 22-32100" E 75.00' (R� N 22'32'00" E- 75.30' (M) —\ BEARING REFERENCE LINE FIRE HYDRANT 1/2" 335.00' (R)���� —_ — i�2„-- 334.50, (M) V �--- CONC. N I44Z ---- - ---- -- ---- o --------- I ---- 20' B.R.L.- --------- ---- IQV 7.8' 15.2' o - - 0 25.9' 8.8' { �_ N 17.5' N COV'D r ❑— AREA I 0.4' ❑ Q\ O I STORY STUCCOca �� d a 4' 1 RESIDENCE C14d ❑ W/ 1.5' EAVES .U)d _♦ Q, o NO. 251 A/C ❑ m 0 Y CJ ti o� r PAD "ti U CC1 U B.6'❑ w CD, tet- O (ON e d° CONC. a c CO O 0 7.8' 1 34.3' o ❑ J t\ � L01 5 ❑ BLOCK 4 ❑ 20 1/2" ❑ �� _ _ ❑ IRON ROD */ 4' .45' NORTH JIM' DRAINAGE, UTILITIES & SEWERS EASEMENT0.42' WEST 0.3' Q 0.2' ❑ -0.3' ,}, SUBDIVISION BOUNDARY LINE ----- —^p.—px ❑ x x ❑ x ❑ x ❑ x ❑ x 1/2 T-7 BTN. BTN. LOT 450 LOT 449 LOT 4 S 22"27'33" W 74.77" (M) i1 IS' 22 032'00" W 75.00 (R) FILE COPY SECTION NO. 1 SALTAIR I. P.B.10, PG. 8 FLOOD ZONE "X" AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN / FLOOD ZONE "X (SHADED)" = AREAS OF 0.2%ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN i FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 71.000,v E Y 0 GENER&L NOTES: OLARINGS ARL BASED ON___._____-.___ PLAT BOOK 35. PAG[ 64A 7 gTRI I(`TI IRF N(1 251 SHOWN HFPCOM i IFc WTuini ci nnn 7nNF x Ac Graham Shirley From: Graham Shirley Sent: Thursday, February 21, 2008 9:55 AM To: 'hergens@comcast.net Cc: Jones, Mike; Brugman Kerri Subject: Shed Mr Jergens The plans for your shed will require tie down straps for the class C wind zone before it can be approved. Questions please contact Mike Jones, Building Inspector, 247 3464. Thank You, Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgraham@coab.us building-dept@coab.us FILE COPY : t a a,1r� CITY OF ATLANTIC BEACH 08- -1 IA I 800 SEMI40LE ROAD,ATLANTIC BEACH,Fl 52233 y rsi 44, OFFICE.-M4)247-6828*FAX N0.1904p247-68A5 �f== BUILDING PERMIT APPLICATION DUVAL COUNTY 1 ICS si 3.VALLIA 14-842., ROOF 4.LEt3AL OESORI'TK)1C 5ti GLASS f?F tkSE.QF o New suLno4d o LOT eLocK sue DIVISION O ADDITION D ❑COMMERCIAL 7.DESCRIPTION of wvlac ❑ALTERATION O' O REPAIR WSPA0 YES .- _URVA ❑MOVE W THER ❑NO FR-OPERTYMMUt 30M XEMWCTIDWNEM. 9•NA4a l- of ff �A 15 COMPANY NAME �/� 23.COMPANY NAME: 'moi-/y�`^.'�-lI 7 IV 18.NAME: Al AL-- 24.LKA34SEE NAME: r 10.ADDRESS' / 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE F" 18.ADDRESS 28.ADDRESS: R�ti 11. PHONE: 12.FAX�4 I� 19.OFFICE 1,20.FAX NO. 27.OFFPC 28.FAX 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: / U.EMAIL ADDRESS:! 22 EMAIL ADDRESS: /►� 30.EMAIL ADDRESS: A�� r4-401a--X- t1Ft'Tilm tTINMIcuwNH$ SONOWCOMANY- iMOft'fGAGEL,Etilif3EER- 31.NAME: /" 33.NAIL: 35.RAW 32 ADDRESS: s — 34.ADDRESS: 36.ADDRESS: Application is hereby made to Obtain a permit to do the work and Installations as indlCated. 1 certify that no work or xutalation has commenced prior to the Issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within sbc(6)months, or if construction or work is suspended or abandoned for a period of sox(6)months at any time atter work is oormmiunced. I understand that separate permits crust be secured for Electrical Work,Plumbing,SkM Wells,Pools,Fla umms,Bottom Hsatwsr Tanks, Air Conditloners,oto. OWNER'S AFFIDAVIT-I certify that all the foregoing iMormation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. * WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. > a Signed' Date: Signed: Before me Oft d 2007 in the county of Before me this day of .2007 in the county of Duval.Stats of F �J, Duval,State of Florida,has Personally appeared 5HNI herin by himself/ her61 by himself/herself and affirms that at statements and declarations are true and :' ^ .o: YrI1>IS�D,t Expires Feb 14,2x10 true and accurate. OA Notary Public at51 C� a Notary Public at Large,State of .County of ❑Paaorwpy IcnoR„ Otary AtBn. 0 Personally Krawn ❑Produced ❑PnAumd waN icalion- Notary Signatu Notary Signature: ' COMFLIANCE F'CC BEACH GOAB FORM BLDREVISED:1 SEE PERMIT>I OR ADDITIONAL FILE COPY REQUIREMEN I ND CONDITION . REVIEWED d cae2: .sxuvv:'s err rA ! i�� DATE: CrrY OF ATLANTIC BEACH PERMIT r � BUILDING/ZONING IDEPARTAIENT APPLICATION# r} 800 Seminole Road Atlantic Beach,Florida 32233 _• 9 Dii) f (904)247-5800 (904)247-5845 Fax www.cwb.us APPLICATION TRACKING FORM REQ IRED DEPT: Y:41 N PLANNING Pmporty Address: ,� fik_ � G L Volz Y 1 V Pi BUILDING D = Y N PUBLIC WORKS Applicant: �1�,y Y N . PUBLIC UTILITIES \\,,�� Y N FIRE DEPT. Prd]e�t: c Y N PUBLIC SAFETY En -APPROVAL v REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE LY N D.E.P HUFSTE L5R O Y N S.J.R.W.M. CARPER y Y N ARMY CORPS of ENG CARPER F- O Y N HOTELS&RESAURANTS HUFSTE"TLER APPLICATION STATUS CIRCLE ONE SITE BUILDING DA AP BY: INITIAL _ TE ❑ ❑ 1 ST REV I ❑ - 2�// PLANNING ❑ ® B lLDING 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY -® ® 3RD REV ® ® . r CITY OF ATLANTIC BEACH 1} 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5$26 INSPECTION EMAIL REQUEST: Building-dept(@coab.us Application Number . . . . . 08-00000197 Date 3/04/08 Property Address . . . . . . 251 NAUTICAL BLVD Application type description SHED PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1000 ---------------------------------------------------------------------------- Application desc new shed ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JURGENS, CONRAD OWNER ATLANTIC BEACH FL 32233 Permit . . . . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 35 . 00 Plan Check Fee 17 . 50 Issue Date . . . . Valuation . . . . 1000 Expiration Date . . 8/31/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total 17 . 50 17 . 50 . 00 . 00 Grand Total 52 .50 52 . 50 . 00 . 00 i I PERWr-IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PERMIT IBUMDIN / ZONING DEPARTMMNT APPLICATION # 000 Seminole Road Ailantic Beach,Florida 32233 (904)247- 500 (904)247-5545 Fax www.cmab.us APPLICATION TRACKING FORM REQ IRED DEPT: Y N PLANNING Property Address: �� I / V A�(.� A/aY L 2yd 0 Y l BUILDING /y 1 _ Y N PUBLIC WORKS Applicant= U I.���� 0 F� . PUBLIC UTILITIES Y N FIRE DEPT. Project` Y N PUBLIC SAFETY -APPROVAL C3 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: X_JE3 : IJJ Y N D.E.P HUFSTEfLER Y N S.J.R.W.M. CARPER _ui Y N ARMY CORPS of ENG CARPER 0 Y Vq9 HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILD14G DA AP REVIEWED BY: INITIAL: 4 DATE: ® 1ST REV ® 9"? The 01IwitS -FVr C &SS G4✓'Ix0119"i ►ril►L oeV.,tw �AJII%b �I� rnft' 217,1 PLANNING BUILDIN ® 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® I 3RD REV mTrcr pinfI•a H1VAfn tII n A,1948& CITY OF ATLANTIC BEACH 08- I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 1 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US - =t BUILDING PERMIT APPLICATION DUVAL COUNTY ,la .rr s"/ :-7�,,.n sir ,n a, k ,, a., iz fir.,•r+ 1.i ......,r' ., i<a F� ,✓�°.°`' !,Rif ❑NEW BUILDING ❑DEM ESIDENTIAL LOT BLOCK SUB DIVISION ❑ADDITION ❑CONVE SE ❑COMMERCIAL t ❑ALTERATION ❑ACC RY DG. ❑REPAIR ❑POOL/SPA ❑YES /A ❑MOVE WOTHER ❑NO g,ryq `/ l ^ 15.COMPANY NAME: Al� 23.COMPANY NAME: 7. /LJ 16.NAME: ht— 24.LICENSEE NAME: �( 10.ADDRESS: - 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE N `, r � r 18.ADDRESS: 26.ADDRESS: fwtf/I fez Al Ir 11.OFFIC PHONE: 12.FAX NO,/� 19.OFFICE PHO E:_ 20.FAX NO.' 27.OFFICE 28.FAX NQS, 13.CELL PHONE: 21.CELL PHONE:,//L .", �•/! 29.CELL PHONE: 14.EMAIL ADDRESS: 22,EMAIL ADDRESS: /(/ 30.EMAIL ADDRESS:/,f� 4-1 ?Tlt" t" �C}I 31NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: V,0� Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 fir, 7 Signed: 04 Date: Signed: Date: Before me this clarof 2007 in the county of Before me this day of 2007 in the county of Duval,State of FI on ly peared Duval,State of Florida,has personally appeared SHIRLEY herin by himself/ - "Ans 9%)f oen l taon re herin by himself/herself and affirms that all statements and declarations are true and accurat 3"� o Commission Expires Feb 14,2010 true and accurate. P- Commi Notary Public at rge; djutt9®r 518 Notary Public at Large,State of County of ❑Personally Known N2 otarr n. ❑Personally Known ❑Produced Identificati ❑Produced Identfcabon- Notary Signatur Notary Signature: .,T q-7 1r3� -b COAB FORM BLDG01:REVISED:1/10/2008 MAP SHOWING BOUNDARY SURVEY OF LOT 5 BLOCK 4 ACCORDING TO THE PLAT OF AS RECORDED IN PLAT BOOK SEASPRAy PUBLIC RECORDS 5OF PAGE(S) 64 COUNTY, D 64A FLORIDA. OF THE CURRENT F( URTEll TO: CONRAD JURGENS, PAT ,JURGEINS, ��� OLD REPUBLIC NATIONAL TITLE INSURANCE COA 'ANY "d 0011011,111111114"AND GIBRALTAR TITLE SERVICES. 120ftiftill- SubdivisioA and ~ 1"at land dwalop --t� , but do" #W constitute appeavai for No issuance of psmtka. Compiy wift wo Fbd"8WIldlnY Coda and ON Ww app#wbls INA sIs and F4d&*� �Wa WONNA UT/CAL BOULEVARD SOU a �� M X60 R/GVJ N 2,2-32'06 75.00' (R) AppwW N 22'32'00" E 75.30' (M) - BEARING REFERENCE LINE HYDRANT _ 335.00' (R) 112" � CONC. 1/2„ — 334.50' (M)--� - -. °.-.-_-.----_-I Z ---- i ------- - 25.9' (N 8.8' COV'D AREA 0.4' ° ❑ � •� � Q� -❑— 1 STORY STUCCO 0.4'-�' RESIDENCE cli R N �(z� U p W/NO. 251 A/C p u' Q O A/C b O Y JPAD_ I i `ti U On ❑ 24,4' 00 fw cc), N a 8.6 ❑ u m _J o 1� 4' CONC. a o a � o O ❑ 7.8' 34.3' ------—— p o Lor 5 p � BLOCK 4 112" IRON ROD 0.45' NORTH ---- 0' DRAINAGE, UIILITIES & SEWERS EASEMENT- 0.42' WEST 0.2 ❑ 0.3' SUBDIVISION BOUNDARY LINE 0.1' 0.2 -- - -_❑=❑x-fix x p x ❑ x 0 x ❑ x x L.OT 450 BIN I LOT 449 LOT 448 S 22'27'33" W 74.77' (M) �S 22-32'00" W 75.00' (R)� SECTION NO. 1 SALTAIR P.B.10, PG. 8 FLOOD ZONE"X" = AREAS DETERMINED TO BE OUTSIDE THE 0.25 ANNUAL CHANCE FLOODPLAIN /FLOOD ZONE "X (SHADED)" AREAS OF 0.25 ANNUAL CHANCE FLOOD; AREAS OF 15 ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. J R V E Y O Q �[ GI[ ff�PL NOTES:BOOK 3 s -- -- •'!�tiNGS ARE BASED ON-- PLAT BOOK 35, PAGE 64A 5 2. STRUCTURE N0. 251 SHOWN HEREON LIES WITHIN FLOOD ZONE X__-AS ASSOCIATED SURVEYORS INC. BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. 1 DATED 04-17-1989 3. THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. S JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC � 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE COVENANTS, B.R.L.'S, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. J O S S d CERTIFICATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL LEGEN®®QMMIREV9A5FI®NO O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY" OR L.B.5488 P.T. = POINT OF TANGENCY E.B.=ELECTRIC BOX 61G17- F RIDA ADMIN!STRATIVE COD" HAPT R 72, F.S. • FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE - ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE BY: X = CROSS CUT OR DRILL HOLE (C) = COMPUTED DATA R/W = RIGHT OF WAY CHARLES B. HATCHER FLOR!� (R) = RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE CE R T' KATE N0. R. =RADIUS L. = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE CHARLES L. STARLING FLORIDA CER IFICATE NO. 4579 O.R.B. =OFFICIAL RECORD BOOK ® =WATER METER ',a= UTILITY POLE RAYMOND J. SCFiAEFER Fl_ORiDA CE".IFICATE NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT - = GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.- =OVER HEAD UTILITIES CH = CHORD JOB NO. 53469 DATE 08-31-2007 B.R.L. =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE BTN. = BETWEEN E.T. = ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE -0-0-WOOD FENCE SCALE: __1_ 20' DRAFTER J.M. HOCf1IinSki F A =JACKSONVII I F FI FCTRIC AIITHnRITY C & R = COVENANTS R RFSTRI(`TIr)N¢ u .. •}+v„i'L�4%r�TJ •iy'^}%YJ::',�: {'•wvoa.: ii: STORAGE SHED S •i$I%:^' ...,vi:,T:::r�45iiY.5::4>5:;??�::;�pti .... �i:{$;•rJ: iYj' :ir:y%;i%y:�•i.$::iiiifii iY::'yi::i:%$i$::::%:::?:::!::al5::i:4:6::........:::..:...:..... . x{,G•itdrJ,�``•.,••r�"�..�..`'r''' .,.fi.;�;rJJJ:?{?�i;r;;5:�5;5:::.1:5'.;:•55:::;;:::;:•:;:;;::.;•:::.::::::::.:�:::s;;:�"5� i•�a <••v:': ,r,,�j,..r:,f ;<?.,• ...:rAR.r..,Y+<::l:':'iiii?•:.;:::5.�.�.:...?�55::::.:Y.5 U ;.:�..'• ,.i^•:a::R: Y.•#}•::Ri.:Tr,o'•RGr. :;.G:r:?r v:iT+r:..;y'f,•Ylv.v�v::. 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'fi y:: .6;. .r1:..T T::i:,:%'Si:•'>' ;".:'"s' iyd:r%:•,.:f..::551::?:..5::5::•.�...•.......:::•.'�syl' . ,� ]]ff S.CUTHERN FORE.T PRODUCTS F4BOC(Ama �>UiLHSTE:FiN _Us131i t, 4PJFACTURE ?i H ,vCTJIAIUN Storage Shed PG.Box 641700 •KENN=R!LA 70064-1700 MPINIE (504)443-4464•FA:,;5()4,443-6612 vnt msouthernpine.com Co ytiyht 02005 Southern Forest Products Assoclaticn.All riy},ts reserved. Enjoying yolir backyard can. (:,e t•elax.ing,but it can.also get crowded.Tb.ere'6 lawn.ftirtli.t Ute,yardenin y toils :nd suppties,camp- in-gear,nla ybe even pool equitlrnent.. And diln'r forgetthe bicycles, tools,and other Cldds and ends t'liat ium:call'{:find:3 p3rk- i1t place ill the garage or basernent.An outdoor storage facility is the answer to yow,'Di lky storage probleun.When you build one with durable pressure-treilted Southern Pine,you can count(in long-lasting protection for all those ).terms you need to st-i'sh away and secure. This Flan. IS d.dajiT.3ble to rticet your storage.i(('e.ClS.'l"llree flooring C3Ftioll:i are Si7e!:1.{i.l'.d, atl.d all Ciptl.Ot;.al r8nlji i:an ?f- ?iii.t 1(i help get:a wb.eelbarrow or riding tizower in or.out:nl(lre easily. Inside,the 2x4 stud,wall will simptify the installation ofshelves or hardware froitl which to hang tools;and other items. Ttie pressure-treated exieriOr siding can be painted,stained,or left:to weather naturally to a silver-gray color. When you complete this project,get back to relaxing ul your ou[dooc living envirorunent,knciwirig that everything is"ill its place." MATERIALS LIST TO b;.lild this stora;;e shed, ycni will need the following guaritities of pressure-treated Southern Prole,lutnlier: NUMBER MATERIAL LENGTH SERVICE OF PIECES CONDITION � A@K / a Grouild Contact 2 s8 10' Ground Conracr. t 1 2x8 8' "khove(:3r0d ADVISORY: . j ) ZIA i ll Fasten &Connector Performance for Treated Wood 49 �'A S' Above Grxind Metal products in contact with pressure-treated wood must be corrosion 6 2x4 10' Al,ove C,rottnd resistant. Examples include flashing,termite shields,fasteners(e.g. nails, screws,and bolts),and all connecting hardware(e.g. joist hangers, 7 2x6 libilve('r'tu d straps, hinges; post anchors,and truss plates). 1 1Y..6 ':0' Above Groaricl The International Residential Code,Section R314.3 states, "fasteners for- 4 1 x8 10' Above GroiAnd pressure-preservative,treated wood shall be of hot-dipped galvanized 2 1x 8' Above C}rinu;d steel. stainless steal,silicon bronze or copper. Exception: One-half inch 8 1x 2 h' Above Grots3d (I 2.7mm)diameter or greater steel bolts." 'traditionally,the treated wood industry has recommended hot-dip galva- Ptus: I i sheets, 4'X.8', plywood siding, nized or stainless steel fasteners and connectors for wood products treated pattern T-1 l I, 1(2" thick. with Chromated Copper Arsenate(CCA). Hot-dip galvanized or stainless steel fasteners and connectors continue to be recommended for use with OTHER MATERIALS NEEDED Copper wood preservatives(e.g. Alkaline Copper Quat—ACQ—and Copper Azole),but additional clarification is needed to ensure adequate • 6d, 8d, 10d; 12d hot-dip galvanized Or atailJess steel nails corrosion protection. (See Fastener Advisory) 'type 304 or 316 stainless steel is recommended for maximum corrosion • 3 pairs of galvanized butt hinges,Stanley F17981'lir sirt3tlar resistance in more severe exterior applications,such as swimming pools • Warer-reFell.e.tir.sealer 44-v?fand salt-water exposure. furthermore, stainless steel fasteners are gener- a Construction ad':tesice !?r Pressure-t:reare<i wale{' ally required below grade for permanentwood foundations. • Door handles and closure{lards+;are (Miele. hasp) Hot-dip galvanized fasteners and connectors are generally acceptable for of your c"10lI above grade applications. Hotdip galvanized fS;taners should meet Roofing Materials- (-0 diver 120 sr_1,ft.): ASTM A153(with 2 ounces of zinc coating per square foot minimum for ,t marine use)and hot-dip galvanized connectors should meet ASTM A6.53, • I� III. roofing felt J � � � '' Class G185 sheet with 1.85 ounces of zinc coating per square foot mini- • 5 sheets,4xi'sheai'.hi.nt "thick, mum. fasteners and connectors used together should be of the same type i. (e.g. hot-dip nails with hot-dip joist hangers). • Galvanized standard eave dribs; 2.101,4-6' Co not use standard carbon-steel or aluminum products in diract contact • Pulofi.ng nails with pressure-treated wood. Spacer materials or other physical barriers • Fiberg';ISs Or a.sl?138.11shingles are recommended to prevent direct contact. In addition,electroplated gal- vanized metal products generally have a thinner layer of protection com- pared to hot dip galvanized and are typically not accepted by the build- ing codes for use in exterior applications. • Circular or crosscut siiw fasteners and connectors coated with proprietary anticorrosion technolo- • Haintner ?�1 ies(other than stainless steel or hot-dip galvanized)are also available • Square for use with treated wood. Consult individual hardware manufacturers for • Stakes, litre,level specifics regarding the performance of their products with treated wood. • (.:3rpenter'.5 t•tite Cir tape • Screwdriver CONSTRUCTION OPTIONS This plan calls fora very heavy-citay 2x6 floor. 1T is designed til support heavy lawn equipanenr and larf;e containers, if your stora5e steeds ate les-denlandiri.,J,consider a.floor of 7f4"e\terior grade pty[v(?i)d.. (three 4'X:6'sheets reCllitTe.'l),or a{li.lur of pt'e,i- sure-treated 1 x6 hoards(eigbtee.ti 10' lengths required). CONSTRUCTION STEPS I. Determine exact location of your storage shed. Position 416 skids at gn'OLHIG level parallel to the front and rear of the shed. Use stakes, line, and level to aid placement of skids. —.7 Cut the two) 10'2%8s, to W-11"and four of the 8'21x8s to 7',8"long, Build the 2x8 base frz--ime with these YfIM-lbeN, 10d nails and col-Istru'vion odhesive. Use a dokible2x8 on each.side,Refer to Plan.and derail,section I'D". 1 Toe-nail have frame to 4x6 skids ti-ino ltd nails and construction adhesive.Check to he sure base is level and.square. 4. Install seven 2x8 floor ioisrs(cut T81 167'on center. according to plan, Attach-,o has(!fran-I.e I: irig 1.0d nail.;(end nailing), 12d mails (toe-nail), arid.COD.ilrl.tction:adhesive. Check each jok1ji-frairie joint for square. 5. "k-racha 10-I'M (trii-t-irned to 9',11"') ro top front and rear edge of base frame;use 10J nails."Chis becotnes a plate for 2x-4 stud wall, 0. Install 2Y6 floor, Trini the eighteen 10'2'x6s to 9'-1 J.". At1;;ic11 to ba:;e frauie and floor joists using 10(31 nails and coi-,struction adhes�ve. 1. Eibricare,the rear 2x4 stud wall.using 7%7'�"lengths. Use ii double 2x4 on each end, With SILICIS 16"tin ceriter, (.:lits ar!extra stud at the center. Nail studs to 9'-t_1"2_0 top and N)irtorri rnertibe;'s using 10d noils.Refer to plan and detail section C. Artach finished wall frame to 2x4 plate with. 10d nail and construction adhesive. 8. FabrJcare the two Side walt 2x4 fran-ie5 using 7%7l1"leng,01s 16"ort.center. Srart at the center of the T-4"wall lectior,and space studs as shown on the plan.Nail studs to 2x4 top:arid hottojii.-nembers usin Attach ends;of floor board, tising 10d nail,and construction adhesive. g 10d nails. Attach finished Wall.fr3me to 9.Fabricate froul:ivall 2A fnimil)g using 7%7'.,P lengths.End sections are double-end 2 x4s with a center sttid nailed.to coilinion 2"45 1:01);uld hottoln. kame is 2'-10W`wide.Aaacl-i to 2X4 Owe using, 1-0d naik Ilrid Consti-oction adheszve.At:the doors, the inside 2X48 are cur 6'-9"fr-oni-op of base frame to support double 2x6 header (4'-3"lon.-Y'l,over door opening.Live 100 nails for all framing assembly.Refer to Sections A& B for details. I ].I".Connect wall frame sections with 2x4 top plates, lJse 7'-,t 1.11 lengths at the sides and 9',4"lengths front atta ch, rear; -J r <r; ivitli 10d nails.Front:Front:andnd ve�lr i:op plates become rafter Ripp Otl:�'.Wall framing, is 6)niplete;check forstluar.e. 1.1.Cut 2x6 raftev;frcnn 121 11-11-0s. Refer to plan for roof sl(.Te and notch.detail. 12-Cut two 2X4 slit) r the 1:x6 ridge board;make each support 2.9"long.Notch one end to receive 2x6 e-nd rafters.Toe- nail into ?lace at:Gej.-tt: Si{nail and construction adlhe:';ive. Ridhle center of wAls lising 12d nails.Artach 'x6 ridge board usir 4 "s board 81lould extend V above 2x4 center Support. 13. Install roof rafters 2%0"on Len ter.Nai I rlo ridge board using loci r)ajj�;Toe-)"leis to rafter suplxirt using I 2d nai Is.Franlirlo is coniplete. 14,!inclose wall fraraing wit.11-1plylvood Siding Amich.to.studs using 6d nails and constfucttor,adhesive. 15.Attach 1x8 fascia to ends of;-afters usinl;r 6d nails and constructl:on adhesive, 16. a-wer roof framing witb� sheathing Anxd; tine 6d riails and construction ad,esiNfe, Add a layer OIFroofing;felt. Attach g ,alvani::ed cave drips to roof edges with,roofing naits. Install shlingtes with r o0fing nails, ,17.Cxnplete trial work. Install corner trini to cover ptywood �'lin,o joints, usi-rig 1x2 niarcrial_Add 1.x4--ring,to-cover.Sidingpnel.ioinorim orths to t n side walls; t81 len I t .hemve R e- corner trim.Cilt 1\8 material for exterior gable tritil,Initching the pro- file of itie rafters.Attach 11LIshh.wited, V� ges of roofing and IX8 fascia. lnstall all trityl us-ing 8d nails ind coos-rn.tction adhesive. Build the two doors. Cut two panels of lisswo '-0"wide by 6'-8"high.Attach the 2x4 fraine �3s shown i-n th -rd siditig 21.1 e plus;.. Hinge side of 2x4 fratne is flush Avit-h ed.�e ofpanel. Recess rop ind door handle side of frame I"from edge if siding panel.Recess bottom ineinber of door frame 2" to clear floor Nxirds when door is closed, Add diagonal 2x4 brace.Build fi-ame.using I'Id nails and construc-6on a,"hesive. Attach to frame umsing 6d nails and ckms-niction,adlhesive. Hang doors tj,,ing dle 03J431ajZed hurt hi riges and screws.Add yout Choice of door handles,Plus some kind oflock and hasp for sect.trity; if desired. tU 1.9.Refer to the pliirt if you Wi3ni:to'Midd the opOonal Yx4'ramp tollelp You moN,e heavy took and eqyipwent it) or out:inore easily.Cut:1 2x:8 diagonally for the-sides; xld a 4'leng,h to the ends, plus a 2x6 and 2 Y 4 brace inside. Use I Od ri,,;i Is and con- Stnuction adhesi've to buddl this siuiple fj:- 'coi' I I I frame. a treated siding plywood panel 1:1)the top usin�!6d nails and , .1"trucliou 20 1 1 L -Now that construction i complete, apply a coat of Nvater-rq ellent sealer to Line floor and all exterior W<x)d Surfaces. These plans and the intornIatlon contained herein will holn you achieve the beat possible results in workinj With SOLItheon Pine hrrnher procti-As.The conciltions under which lumt;-r is used in con. struction vary Widely,as does Me quality ofWorkmenship.Since neither the Southern Fine Council nor its Merr(b6m controt ff-W mentod<;I use or t-';e quality or`workrn&rr9:;ip in structures built with BY lurn- TW.. ter,May do not lumber performance or dasign in completed truclums.DESIGN T www.southernpine.com FIBERGLASS OR ASPHALT SHINGLES EAVt�s!E DRIP 1x8 FASCIA GABLE TRIM 1x4 TRIM . 2 DOORS EACH 6'•8"HIGH x 2'-0"WIDE 1x2 �\ 2x4 FRAME WITH T-111 TROPP%& PLYWOOD SIDING CORNER ATTACH WITH GALVANIZED TRIM l� HINGES "11 Ammollim PLYWOOD SIDING , I � 1 Ak s4 A /4 I&- �hvj 2x6 RAFTERS "'� 'f �� -`�-ix6 RIDGE 2'-0"ON CENTER r BOARD 2x6 3X6 2x4 (2)2x4 RAFTER SUPPORTS 2x4 ROOF/ SUPPORTS ' / i � 3 2x4 STUD WALL i 9l114p47S 2x6 FLOOR JOISTS 2x8 BASE FRAME - -' ' 4x6 SKID AXO O p Mp�ET I 2x6`� ......... RAFTS 2'O.C. SEE3 i FRAMIINNGR ROOF PLANDETAILf i 2x4 STUDS io"O.C. � I US FLOOR JOISTS --- • _. _ _` SECTION A-A a 2'-10 3(4" 41-01/2" �vo 3{4" 'E 0'•0" FLOOR PLAN Fn,joying your backyard can. be relaxing,but it can.:aso ger-crtnvded,There".Lawn furni,ture,g1rdening rUt)(sCtnil SI pp(1C3, lafTip- in"gear, Jilaybe even pool equipinent. At. don'r forget the 1?icycles, tools,and other odds and ends that 1us:can't:fine(a fmr':- lll;•�pl>.lCe 11T.Illi'_garage i?I'11;1SCltierlt.�Vl c:)L1:({i>r)T S[i?Cage tacility is d-te answer ti>'ioar hu'Jw s toraf;�e})f'i)i)lenls.When you build One with durable presstnY-trCnted Sihitljern Pine,YOU Call COMM-On long-la.crl lj pC::,COCtIc)n ti)i'all thi?sE' 1CcIQ: ji:Hi Ilreil to St:15i1. :away an, SeCCIrC-'.. -Fhis plan is a.dapuble to mutt your:iCUra�e.i'teE'.dti."11ree flouring Options are specified, and an optional ramp can be built ro help get:a wheelbarrow or riding mower in or.tilt:711ord eslsily. Inside, the.2x4 stud;Fall will simplify the installs.tion of:ihelves or hardware from whichti)hang N- ?ls 3I d t)t11L'r items. The pressure-treEited exterior:siding c:rl 1)e pairlteil,St2lile1, Ot left:to weather naturally til a.".her—ray Color, When you complete tl-tis project,get Lack to relaxing to your Outdoor living envirtmtrient,knowing that evctytllirlg is ,;r, .ts place." MATERIALS LIST TO h;.tild this storage slied, yott will need tl-le followil-10+;amities Of presto e-rre:lted Southern.Pine 1:71rt1)eI: NUMBER MATERIAL LENGTH SERVICE OF PIECES CONDITION Groupe) Contact: ZX8 10' Ground Contact 11. 2x8 H,' Above G1'i, � d ADVISORY: 3 3t. t�x Sy, -}�tsl $ Ail Fastener Sc Connector Performance for Treated Wood 4`> ,)'x4 S' Above Ground Metal products in contact with pressure-treated wood must be corrosion 6 2x4 10' Above Grund resistant. Examples include flashing,termite shields,fasteners(e.g. nails, ., •- J, screws,and bolts),and all connecting hardware(e.g. joist hangers, x6 I Above Grotulc{ straps, hinges; post anchors,and truss plates). 1 1X6 :;)' Above Grou.rui The International Residential Cade,Section R319.3 states, "Fasteners for 4 1.X8 10' Above Grotind pressure-preservative treated wood shall be of hot-dipped galvanized 1.x4 8' Alcove Ground steel,stainless steel,silicon bronze or copper. Exception: One-half inch 8 1X2 8' Above Groind (12.7mmj diameter or greater steel bolts." Traditionally,the trexited wood industry has recommended hot-dip galva- Phis: 11 sheets, 4'X.8', p=-=tm==vw4 plywood siding, nized or stainless steel fasteners and connectors for wood products treated pattern T-1 11, l;2"thick: with Chromated Copper Arsenate(CCA). Hotdip galvanized or stainless steel fasteners and connectors continue to be recommended for use with OTHER MATERIALS NEEDEDalternative wood preservatives(e,g. Alkaline Copper Quat-ACQ-and Copper Azole),but additional clarification is needed to ensure adequate • 6d,rd, 10d, 12d hot-dip galvanized or stainless steel nails corrosion protection. (See Fastener. Advisory) 'fype 304 or 316 stainless steel is recommended for maximum corrosion • 3 plaits of«thanized butt lin es,Stanley 141798P or similar resistance in more severe exterior applications, such as swimming pools • Water,repe[let-it and salt-water exposure. Furthermore, stainless steel fasteners are gener- • Construct ion adhesive for pressure-:treated wood' ally required below grade for permanent wood foundations. • l)i)oi'handles axil closure hardware (1i.'C'k.&hasp) - Hot-dip galvanized fasteners and connectors are generally acceptable for of votir choice, above grade applications. Hot-dip galvanized fastaners should meet ASTM A 153(with 2 ounces of zinc coating per square foot minimum for Rc15 I. g Materials- (to cover 120 sy.ft.): marine use)and hotdip galvanized connectors should meet ASTM A653, • 15 i.b. rnufir,.1 felt. 7 �>�' t Class G185 sheet with 1.85 ounces of zinc coating per square foot mini- • 5.Meets,4'xn'sheat:hi.nt ',. "thick, mum. Fasteners and connectors used together should be of the same type 1,,,@,,;,, (e.g. hot-dip nails with hot-dip joist hangers). • Galvanized standard eave daps:2.101,4-6' Do not use standard carbon-steel or aluminum products in direct contact • Roofing nails with pressura-treated wood. Spacer materials or other physical barrier • Fiberglass or asphalt.shir;gles at(,iecommended to prevent direct contact. In addition,electroplated gal- vanized metal products generally have a thinner layer of protection corn TOOLS REQUIRED pared to hotdip galvanized and are typically not accepted by the build- ing codes for use in exterior applications. • Circular or crusecut,saw Fasteners and connectors coated with proprietary anticorrosion technolo- • Haininer ties(other than stainless steel or hot-dip galvanized)are also available • Square ror use with treated wood. Consult individual hardware manufacturers for • St kc.,, Jiro lc):c•l specifics regarding the performance of their products with treated wood. • C.,irpenter's rale ol•tape • .)Crewdriver CONSTRUCTION OPTIONS This plan calls for a very heavy-dory 2x6 floor. It is designed r(),upport heavy lawn equipuzent and large containers.If your storage needs are (c' s denlan'.in,,,, consider a t1.00 i)f ?I4•' xterior grade plylyiod.. (thrt:e 4'XL':311eets require,]),or n fLot1C of pres- sure-treated 1x6 board:; (ei.gh.teen 10' lei odes rectuired). CONSTRUCTION STEP'S 1. Deteru,ine exact. location of your storage shed. 1'osii:ion 4x6 skids at ground level parallel to tlie frons and rear of the shed. Use stake,,, line, and level to ziid placetnerlr ot'skills. 2.Cut the two 10' 2x8s to 9'-11"and f"Ur of the 8'2x8e ti,T-8" tong. Build the 2x8 base frame with these rr(rlrlbers, clsillg 1)ci r,ails and cinlsiruction adhesive. Use a double 2x8 on each.side,Refer to plan and detail.section"D". 3.Toe-nail hale frame to 4x6 skids using 12d nails ar:{oconstruction adhesive.Check to be.sure base. is levet anici square. v' r h to hast,frame. using i.0d nails (,enol nailin 4. Install seven. x8 fllu)r ui.;ts(cue 7'"d ) lb on center, ac.1;,x'ct.irr. ru plan, :1.t.ac_. g k), I 2 Halls (toe-nail), and i:Or15 t:T1lc:taUi1:1C{11eStVe. Caleck ells}a jii3si:ftrli3ne joint for Sef1.l21Te. 5. A.ttach,a DY 2x4 (trimmed to 9'-11"} t,)top front and Leat'edge,)f base frame:;use. -M t;.ails. .[gats heconics a plate fc,r 2x4 stud wall. 0. Install 2x6 floor. Tin) the eighteen 0'2 x6 to 9'-11". Attach to Prase frame and floor joi:;ts using 10rl nails a11d ccalstructioa adhesive. 1. Fab6cate the rear 2x4 stud wall.using T-7;4."lenyzths. [)se;t double 2x4 on each end, with scuds 16"on center, plus i) extr3. stud ar the center. Nail studs to 9'-11"2x4 top and bottom rnernbers using 10d nails.Refer to plan and detail section C. Attach finished wall frame to 2x.4 plate with. 10d nails and construction adhesive. 8. Fabricate the two"side wall 2x4 frames using 7'-7%t" t6"on center. Start at the center of the 7"-4"wall ei trot-,and space as shown on the plan.Nail studs to 2x4 top and bot:toln members usin; 1.10d nails.Attach fitlislaed wall fr3.11te to ends of floor boards using, lOd nails and construction adhesive. 9.Fabricate fronl:wall 2x4 framing?using T f:,, length;;,laid sections are doubte-end 2x4s with a center Stud 03.iteti tO COU11110ti 2x4s top and bottom.Finished ,vall frame is 2'-IOX"wide.Attach to 2x4 plate using; 10d nails and eoll~Struction adhesive.At:the doors,the inside 2x4s are cur 6'-9"from top of base flame to support dm&le 2x6 header W-Y lon;;j over door opening. Use 101 nails for i-JI fr-afning;assembly.Refer to Sec-tiolis A k B for details, 10.Connect wall frartle sections with 2x4 top Elates. Us,e T-1 l."lengths at the.sides and 9'-4"lengths front and rear;artac:h. with 10d nails. Fror31::3nd rear top Elates become rafter supports.Wall framing; is dmiplete;check for s,lwire. 1 1.Cut 2x6 rafter:;fYoul 12. :eugths.Refer to plan for roof slope andn.c;tchdetail. . 1 L.Cut C\\`1'r 2:i4 Sl(ppi)TiS fiJr the i x6 ridg;e board; lacks elfish slrpl)<'rl'C 2'-9"long.Notch One end to receive 2x6 etict r;3f[eTS. 1 i)e- riail into place ar centerig�of side watts usi 12d nails.Artach lxO ri.clge board using 8d Hails and consti-LIC6013 adhesive. Rid4le board should externa 1"above 2x4 center. support. 13. Install roof rafter;2'•"0"on center.Nail to ri.dge board using!,Oct nails;toe"doll to rafter support using; 12d nulls. Framing; is ccnnplete. 14. Enclose wall fratning with l plywood siding;panels. Attacli.to ntUCIS using 6d nails and construction adheaivc. 15.Attach lx8 fascia to ends of t lfret:s using 611 nails and.cxn.stnlctlon adhesive. 16.Cover roof fratning with sheathing 14ad; use 6d nails and cnle.truction adhesive. Add a lager of roofin;,) felt. Attach hah'anffied ease drips to roof edges with.roofing nails. Instal".shingles with roofing;nails, 17,(.�)alplete trine work. Install corner trim to cover ply=wood siding joints,using 1.x2 material.Adel 1x4 trim to Cover siding pane),jotnT on side walls; trim d'l.engdas to fit between r"armor,.rim.C'ur" 1x8 material foo:exterior gable trim,matctlin r.h pro- file of the rafters. Attach flush with edges of roofing'!and lx8 t-a n. Install all.trier) using fid nails and consixuc:tion a.dl ive. 5 Build the two Cloors. Clut two panels of ted siding 2'-0"wide by 6',8"high. Attach tb.e.2x4 frame as shown in.l:he ` l". �(- Hinoe side of 2x4 fra(iie is flush with edge of panel. Recess top and door'handle side of frame I"frons edke of siding panel. recess bottora nlernber cif docx frame 2"to clear floor boards when door is closed. Add diagonal 2x4 brace.l3uild fraale using 1.011 nails and construction.ad.he,sive. Attach siding to frame elsi.ng 6d nails and a)nstntctinn.adhesive.Haag doors ui;ing the '3.lvatlized butt hinges and screws.Add your choice of door ha.ridiesr phos some kind of lick;�ri<l Jlaslr for::ect.trit}, if desired. r uv' 1.9.Refer to the plan if you want:to build the optional ;'x4' r31111)1:0 1-11-11)you move heavy tool:;and ei;uipllier)t ill or out:mr)re easity.Cut.1 2x8 diagonally for the sides; acid a 4'lengill to the ends, plus a 2x6 and 2x4 brace inside. Use 110d nails and con- st rUct:iorl adl-les(ve to lllJllu this swiple frame.Atrkach a treatedsiding,plywood panel t0 the t011 U$ilI7 bd nails and collstr•uction acilles(ve. 20.Now that construction is con.plete, apply a coat of water-rer+ellent sealer to tale floor aril]all exterior wood surfaces. These plans and the inlonriotlon contained herein will help you achieve the best possible results in working with southern Fine lumber products.The condition under which lumber is used In c,n- struction vary widely,as does ine quality of workmanship.Since nam,er Via southern Fire Council nor its members control Via method of use or tt,e quality of worlcrnrulsnip in structures built with guar IGN BY -. t-er,they do not warrant lumber performance or deolyn in wn,pio d c-tructur-m 2T. www.southernpine.eom FIBERGLASS OR ASPHALT SHINGLES EAVE DRIP I x8 FASCIA Us GABLE TRIM 1 x4 TRIM 2DOOR$ EACH 6'-S"HIGH x 2'-0"WIDE TIN 2X4 FRAME WITH T-111TRIIIIIIIIIII X2 PLYWOOD SIDING CORNER ATTACH WITH GALVANIZED TRIM HINGES T-111 PLYWOOD SIDING AXONOMETRIC. CITY OF ATLANTIC BEACH, FLORIDA Appravod by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_ IMP013TANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF,AND IN ACCORDANCE WI LECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. MOONALD ELECTRIZ: ELECTRICAL FIRM: MASTER ELECTRPd'l4f4 SIGNATURE JOURNEYMAN NAME ADDRESS:--� RFD—BOX BLDG.SIZE BETWEEN: RES. AFT. comm.I PUBLIC INDUS. NEW OLD( REW.I ADDITION( I TRAILER I I TFMP.I-f SIGNS ( ) SO.FT. SERVICE: NEW( INCREASE( I R EPAIR ( FEE CONDUCTOR SIZE 2- AMPS W coppEn ALUM,(-.f SWITCH OR BREh.KER AMPS Pwi 3w 2-q4OLT PIK- RACEWAY EXIST.SERV.SIZE AMPdS PH W VOLTI RACEWAY FEEDERS . NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED IOPEN I TOTAL RECEPTACLES CONCEALEDI OPEN TOTAL $WIT HES 1 0-30 AMPS. 31fiOO AMPS* INCANDESCENT FLUORESCENT&M.V. FIXED 0,10.AMPS. APPLIANcEs BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTiiER MOTORS AMPS CEIL HEAT: KW-HEAT OVER 0-1 PHS No. MOTORS H.P. VOLTAGE AGE PHS I - .- ---------—------ MISCELLANEOUS iq\)Cuv-cf O(Af'�d moux."i rp ON t cy ki I U 0 TRANSFORMERS: UNDER 600 V, OVER 600 V. NO. KVA 11-1 IND. IKVA NO NEON TRANSF. NO. VA. .1 MA. MOTOR SIZE SWITCH I hASHEFI, EA�H SIGN FORWARDED s TOTAL FEES FRC-, MCDONALD ELECTRIC SERVICE FAX NO. : 7B6 1984 Feb. 26 2004 03:11PM P1 V % CiTy OF ATLANTIC BEACH V'7 4 900 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 -5826 INSPECSON PHONE LINE 247 Application Number 04-00027747 i)ate 2/19/04 Property Address . . . . . . 251 NAUTICAL BLVD Tenant nbr, name . . . . . . UNDERGROUND TFMP POLE Application description . - - ELEC7154,1C ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation 0 Owner Contractor --------------- - ----------------- -- ----- DAVIS, PAUL MCDONALD EL .-, 251 NAUTICAL BLVD.S. 6915 WEST B 1,:,j,,:TR-E1ET FL 32254 ATLANTIC BEACH FL 32233 JACKSONVIL (904) 356-9473.1 ----------- ------- ---- --------- - ----- -------- - -- ------- ------ --------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee Issue Date Valuation 0 Fee summary Charged Paid Credited Due ----------- ------ - --------- --- - --- --- Permit Fee Total 70 . 00 70 , OC . 00 � 00 Plan Check Total . 00 . 00 . 00 100 Grand Total 70 - 00 70 , 00 .00 . 00 BUILDU40 MATERIAL,RuRwsli AND DEBRis rmomm]S WORK muawyr BE PLACFD N PUBLIC SPACE,AND MUST BE cLEAPsl) 'M TR IM UP AND HAIULUD AWAY BY EITHEit coNTRACTOR OR OWNIM, 'TAILURk TO COMPLY WITH THP C S L ON LIEN LAW CAN IMSLn-T TK'TM PROPLICI'Y OWNER PAYING TWICE FOR RUILDING IMP#.0VL:NW-NTS-ISSUED ACCORDING To AFPR0VL-'L)PLANS WHICH ARE PART OF TMS PERMIT AND suuxerro REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, BUILDING OFFICIAL Mr-Donald Elecific (904)356-WIRE(9473) 69 15 W.Beaver Street AL Jacksonville.FL 32254 EC 0001794 February 26,2004 City of Atlantic Beach 800 Seminole Road Atlantic Deacb,Florida 32233 Attention:1=1ifer I would like to request a canceflation of Pmmt Applicadon#04-0027747 for ftd Dzv*251 Nautical Blvd.South, Atlantic Beach,Florida. Our compaW did not install a tanpormy power pole at this lomon. Thm*you for youir cooperation in this nIRtWT. sincemly, :e A.McDonald PREPARED 6/25/03, 8:35:04 INSPECTION TICKET PAGE 11 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 6/25/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 251 NAUTICAL BLVD SUBDIV: TENANT, NBR: REPLACEMENT WINDOWS W/OSB CONTRACTOR AMERICAN WINDOW PRODUCTS PHONE (904) 731-2247 OWNER JONES, LARRY M. PHONE PARCEL - - - APPL NUMBER: 03-00025994 RESIDENTIAL ADD/RENOVATE/ALTER ------------------------------------------------------------------------------------------------ PERNIT: BLDG 00 BUILDING PERNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS I ----------------------------------/------------------------------------------------------------- 16 01 6/25/03 LJH -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF ATLANTIC BEACH NOTICE TO OWNER AND ALL PERSONS INTERESTED IN THE ATTACHED PROPERTY This property, to wit: Make: Model: Color: Tag State: VIN#: ------- Vi Located at: C/ 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#) 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 ------------------------ 10227 0 00A&MEINt, 10* A.-'-.CX7l�-'XF,ATLANT4M VMIT I!fOR"T oomow 1 XPORMT 1019 WAUTI L BLVD, ILANTIC BEACH, FLORIt)AL 32233 pleeiai`i-:-�ii e; Pulks REPLAC14 la$0 01 '46rk 41T �4L I MOR I J�T' 7* 'Lot: 6-10,k: v*m0hip", roqo$0dL 40LE P 'OS 0:' Sil SU2, coae td,.�00 lmprov...�"Cost 00, $1$,.00 Amo - 5/30 l's e Pa eg wkr.1, ION FEE$, T� VA" ,T IMPACT FEE- 40".00 ER BLVD, ��Lqft:Q 22 3 ART-OfTAP c 3CAPITTAL 'IMPROVE. dresi, SO :T4 TA '00 V- I E- 'T 00. �s RAIROK 0 T �#c -T 101 N - S: ANO FOOTINGS- �4FORE RING, 4,+-:ALL OgNat"e#OfO4, J �SIX MON Af7 THS L DING M*tRl AL,RUBB18HAND 05SAf$', K,&4U6T NOT", ''US I BE 000�TMISWOR jN PWLIC SPACEi ANDM ilAULVDAW*Y:8Y EfTfitA,'0ONTFf4CT "OR OR f4 ' IlC-'�"%,:t1,EN LAW H, E Ab p M -CNI CAN]RESUT IN Ic ""TS i G TO APPROV E6ACC ADIN p ED PLAN$W141CH ARE PA'AT',0FTH,6:P ROT AND'SUBJECT TO REVOCATION FOR �W' V ;,V ROVI I ATLANTI D, T 5011lk JIM 0, .............. .......... By�li 44 �T, 77, IN M L CITY OF ATLANTlC BEACH APPLICATION FOR PLUME11N(j VERNIT JOB LOCATION: OWNER OF PROPERTY : BUILDING CONTRACTOR : PLUMBING CONTRACTOR AND ADDRESS: -9- 4.,r, TELEPHONE NUMBER: --- STATE LICENSE NO: ---ce-j TYPE OF BUILDING: SINKS SHOWERS LAVATORY BATH TUBS URINALS CLOSETS .-WA�iHIN6 11AC;111NE FLOOR DRAINS PANS OTHER TOTAL FIXTURE COUNT:_______.-.--. x $3. 50 $15. OU = 6,-... ..... --------------------------------------7------------------------- INSTALLATION OF PLUMBING ANU �IXTUHLS MUST bE IN ACCORDANCE WlTH THE MOST RECENT EDITION OF THE SOUTHLRN STANDARD VLA)MbING CODE. CALL A DAY AHEAD TO SCHEDULE 1NSPECTlONS Office o( Building Official PE-QUEST FOR INSPECTION Date Permit No. T e A.W ece IM R ived P.M. ,7 Job Address Locality Owner's Name BUILDING CONCRIETE ELECTRICAL PLUMBING MECHANICAL Framing Footinc fivm7fT-Wiring Rough Air Cond. & Re Reofing Slain Temp Pole -Top Out Heating lnsulat�on Lintel Final Sewer Fire Place Pre Fab Tues READY FOR INSPECTION A.M, C,Mo n 14� / Wed. Thurs. Friday Inspection Made 5e- , inal Inspection i inspector ertificate of Occupancy Date C CiTY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M Received P.M. 10 I-P S— Job Address 10r, (__,A�ocalq Owner s Name caaui= �ECTR ICA�L �LUM BING BUILDING CONCRETE (--EL Framing 0 Footing Rough Wiring Rough Re Roofing C Slab Temp Poie Top Out D Heating Insulation 1-1 Lintel Final Sewer 11 Fire Place Pre Fab READY FOR INSPECTION (fn:D Tues. Wed. Thurs. Friday P M� A.M. Inspection Made --PM. Inspector Final Inspecti Certificate of 2�cupancy E Date 6 DATE: _ / � ) )' ------------ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: Z i_z —=j___1�1__)__�_c--E-- kil—aL ------------------------------------------------- -------------------------------------------------- ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. 17,ELY BUILDING INSPECTION DIVISION cc: FILE PSR�344- V* 10253 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ -------- LOCATION INFORMATION -------- - Permit Number: 10253 Address : 251 NAUTICAL BLVD S Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPAIR ---------- LEGAL DESCRIPTION --------- - Constr. Type: WOOD FRAME Lot : Block: Section: Proposed Use: SINGLE FAMILY Township : RNG: 0 Dwellings : 0 Code: 0 Subdivision: Estimated Value: $0 . 00 Improv . Cost : $0 . 00 Total Fees : $40 .00 Amouna,, �'id: $40 .00 ;' W. ' §/ 2/95 Dat' al 1ph 3w 240 volts Work De C.,:, 0 ---- ---- OW, 4,k N ',4'*IFORMATION --------- APPLICATION FEES ----- Name-. PERMIT $40 . 00 Address -ti'- NAUTICAL BLVD S WATER IMPACT FEE $0 . 00 ATLANTIC 't*ACH, FLORIDA 39233 SEWER IMPACT FEE $0 . 0 0 ph I one- WATER"METER/TAP �0 .00 RADON GAS-H.R.S . �0 .00 -----------C ONTkAbT6k:I NFORMAT 11 ION ------- RADON CAB 5% $0 . 00 Name:11 ALL SERVI'CE ELECTRIC CO CAPITAL IMPROVE. $0 .00 Address: P.O— BOX 166694 SEWER TAP $0 .00 JACkSONVILLE , FL 32245-6694 CROSS CONNECTION $0 . 00 License: , Type: 0 SEC H IMPACT FEE 150 .00 �ONST . SURCHARGE $0 . 00 SCHA-RGE/-ATL.BCH. $0.00 NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS3Y ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. mv-N) j DING ATLANTICrC,H BUIL D By: "'eM'RACTOR COPY CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 2- _191��5 IMPORTANT NOTICE: . IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE W;ITH THE ELECT ICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .4tk se_rvicc r_ ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JQQRNE NAME J _ADDI(�ESS:_ 2-51 Wh" rlCc'( 13 FO BOX BLDG.SIZE BETWEEN:-- &&j LfAv%c RES.(141" APT. COMM. PUBLIC INDUS. NEW( ! OLD (v< REW. ADDITION ( ) TRAILER TEMP. ( SIGNS ( ) SO. FT. SERVICE: NEW INCREASE ( REPAIR FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE --- A00 AMPS I "_ PH 13 w 2-'IOVOLT 56 RACEWAY FEEDERS . NO. SIZE INO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED- OPEN TOTAL RECEPTACLES. -,C- ONCEALED OPEN TOTAL 0.30 MI-0. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT M.V. FIXED 0-t00 AMP ov APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEILHEAT: KW-HEAT 7 0-1 OVER MOTORS H.P. VOLTAGE PHS No. I II.P. VOLTAGE PHS MISCELLANEOUS Servicc, ci cqo, TRANSFORMERS: UNDER 600 V. ". OVtR60OV. NO.- I KVA NO. IKVA NO.NEON TRANSF. NO. VA. A. MOTOR SIZE SWITC� EACH SIGN FORWARDED s TOTAL FEES CITY OF Beach-*&UC& Office of Building Official REQUEST FOR INSPECTION i C Date Permit No. Time A-LL Received 4.C> Job Address Locality Owner's Name e-R-1-45 -) Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECH"ICAL Framing Footino EJ Rough Wiring Rough �' ir Cond. & E- Re Roofing i� Slab I L-, Temp Pole I' Top Out 17 Heating Insulation Lintel 17 Final F-- Sewer Fire Place F, Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed. Thurs. Friday—RM A.M. Inspection Madp. P.M. inspector— Final Inspection E-1 Certificate of Occupancy Date ,AV U 00^91 g* DEPA Ntdi BlUiLbiNG CITY OFATLANttC 615A0 ATTON.' INFOR"ATION PE"IT 001tAtlak, Oc !LVD,. Addrope x ;!$I NAUTICAL I A r,*Irt 'TY ATLANTIC BE CHp FWRIDA 322133 bESCRIPTION: Sedtiant. tr* T*p;o i Lot's I Pl t Sook i PaQf& polmod- vk _S%ibdi �V f,tAY 00 0 mast0d, Val SPA Or mprolv* 420 00 NAUTICAL ,BLV 0 0,00,1 A TLAXT'l A 32233 7..So C ABEACH FLOIR 10 -3740 Y;24�� ZXT STING RESIDENCE, z 5 n `0 14 '6M?l 19 N' FEES W7. 50 01- CA 71 WA;ki� IN�ACT FEE *0. 5 7 Qi)L T '100 RAWN "GAS 5% *00 ATER, TAP: '*0 '00 4�* '00 "T 00 �00 RE-11191�=T FEE 00 06. Emc N -nowm-rqp,nn-�, d- ft NOr S -MS AND FOOTtNGS MUST StINSPECTE0 BEFORE r POURING r NOT[Cg� ALI�,CQN RtT 0$ ,'F, �RMIT VOID SIXMONTHS AFTER.DATE.OF ISSUE 77 'I MATE RIAL,PUBOISHANObtiRiS PR E OM THIS WORK MUST NOT BE P1,1ACED INPUBLIC SPACE,AND MLJ$ C A 'IT' tO CONTRACTOR OR OWNER UPlA:N0r,HAULt6 WAY;8 �E� -H ,y -PLLY:WITH TH E MECHANICS' Ll SW LAW CAN A I ESULT I N Re ITO:COM OW E OROP" N-, MEN N ICE 0 AYI G TW F A iguil 011 N G:"IM PROVE TSO R TO APPROVED PLAN,$ WKICH 6RDING ARE PART OF THJS PERMIT AND SUBJECT TO EVOCATiON f',OR 00-Li P ISJONS OF'j-AW. OAS L E ROW EWE 0 At'L04TICAE W6UILD`l TMFNT E AR c CITY OF ATIMTIG BEACH APPLICATION FOR BUILDING PEBMIT Ownerk�&�,,., Addres s ipX2g2 Phone 1,3 Architect Address zip Phone Contracto4l&,c Address &-/, 'zip__________Phone Contractor's LicAse 6unberft!!:,Qg M02 Expiration Date Copy on File Lot # Block or Section # Subdi-vision Zoning Street Between md- side Valuation $ 1�ype of Construction 4W Purpose of Building Nuiber of Unies C--�irep laces Utility Service: Water Sewer If the City if providing water or sewer service, do we need to make taps? Dimensions: Building_ Lo*r- Size Footings Sz. Piers —Sz.. sills Greatest Span Sills Sz. Ceiling Joists Distance an Centers Greatest Span__ Sz. Floor Joists DisLmice on Centers Greatest Span Sz. Rafters Distance on Centers Greatest Span Method of Heating- Solid-Filled Ground Roof Flood Zone If located within a FLOOD HAZARD complete page 2 SUBMIT: Two complete sets of plans, including a detailed site plan. Florida Energy Efficiency Code Sheets Recent Survey Inspections Required: 1. Mien steel is in place and ready to pour footings 2. Mien steel is in place and ready to pour columns/lin-tel. 3. Mien steel is in place and ready to pour bean. 4. When framing, mechanical, pluiibing, P.lectrical, .fireplace, is conpleted and ready to cover up. 5. Final inspection.. SETBACKS NO INSPECTION WILL BE MADE IF BUILDING CARD IS NOT POSTED ON JOB., In case of rejection, reLispection MUST b.e called for after Pxea*-r Lot Line corrections are made. 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 rt rt with the building regulations of Atlantic Beach. (D Signature Owner Signature Contractor Front E5Y-E-t—nel BUILDING PERMIT APPLICATION ding and Zoning Inspection Division — DEPARTMENT OF PUBLIC WORKS CITY OF JACKSONVILLE, FLORIDA DATE ISSUED: PERMIT NO.: HOUSE NUMBER —STREET NAME OFFICIAL TYPE— DIRECTION USE INSR AREA C-T ZONING APPROVAL ONLY PLUMBING FIXTURE LAYOUT TRUSS DETAILS YES—NO—DATE—.-FINAL APPROVAL—FEE APPLICANT HOUSE NUMBER— STAf ET NAME 771( _41&1 7_4 y INTERSECTING STREET. BETWEEN AIN D LOT NO. BLOCK SUBDIVISION (State portion of lot if less than full lot-Attach legal description per deed in duplicate if metes and bounds) We,the undersigned,hereby agree to perform the work,for which this permit is given,in accordance with the plans and specifications approved for construction, and made a part hereof, in accordance with the building regulations and street lines and grades of the City of Jacksonville. If this permit application is received after an amendment to the Zoning Code has been filed,your permit is subject to revocation if the Zoning Code is amended to restrict or prohibit the construction authorized by the permit,Section 656.703. OWNER LICENSED CONTRACTOR FLA. ARCHITECT OR ENGINEER ,0,,�2 - - 0,4;`_�2 NAME(PRINT OR TYPE) COMPANY NAME(PRINT) COMPANY NAME(PRINT) v lur iD 4-`�JAW4 64 klN./U.�. SIGNA�YRE OF ICENS SIGNATURE OF LICENSEE ui��%act,/ Y��W&e A DdTJESS ADDRESS ADDRESS 00 y,1;, LICENSE NO. LICENSE NO. ;�5 -16� P 3,2 TELEPHONE NO. TELEPHONE NO. TELEPHONE NO. IMPORTANT. ALL APPLICANTS TO COMPLETE ITEMS I THROUGH IV. — FOR NEW BUILDINGS AND ADDITIONS ALSO COM- PLETE ALL OTHER ITEMS. — FOR WRECKING PERMITS COMPLETE ITEM Vill. 1. TYPE OF IMPROVEMENT G. Foundation only 0. Converting Use A. New Building H. Swimming pool------------gallons P. Sign-Temporary(see reverse) B. Addition or Accessory Building 1. Sign(see reverse side)-ground(New) Q. Sign-Other(see reverse) C��erations and Repairs J. Mobile home move-on(new) R. Trailer, Parks&Camps Re Re-roofing K. Mobile home move-on(replacement) S. Signs-Off-Site E. Wrecking L. Other---- T Signs-Existing On-Site F. Moving(relocation within city-see M. Address only reverse side) N. Moving outside city *Renovation/Demo ition 1,aKbestos Present? For additions,alterations or other permits, provide brief description: YES 1 � me' - --------- ASSOCIATED PERMIT NUMBER 11. OWNERSHIP Ill. COST 4p.o�Private(individual corporation, Total cost of construction nonprofit institution,etc� icost to include plumbing,e lectrical B. Public(federal,state or local government) and mechanical)............ ....... A IV. PROPOSED USE (For "Wrecking," most recent use) Residential Nonresidential k��Cn_e_family A. Amusement,recreational K. Tanks,towers B, Two or more families Enter number B. Church,other religious L. Other-Specify of units..................... 1110� C. Industrial M. Convert Residence C. Condominiums......................III- D. Parking garage (Number Of units D. Transient hotel,motel,or dormitory E. Service station,repair garage To Business) - Enter number F. Hospital, institutional of units ......................... G. Office,bank,professional E. Garage H. Utility F. Carport 1. School, library,other educational G. Other --Specify J Stores, mercantile V. PINCIPAL TYPE OF FRAME VI. TYPE OF MECHANICAL Vill. PRINCIPAL TYPE OF HEATING FUEL Masonry(wall bearing) A. Will there be central air A. Gas B� Wood frame conditioning? B. 011 C� Structural steel 1 1 Yes No C. Electricity D. Reinforced concrete B. Will there be an elevator? D. Coal E� Other Specify Yes No E. Other-Specify-- Vill. DIMENSIONS IX. TYPE OF SEWAGE X. NUMBER OF OFF-STREET DISPOSAL PARKING SPACES Number of stories........-.............. A� Public or private company Enclosed............................................ Total enclosed floor area............ B. Private(septic tank,etc.) Outdoors.......................... ................. Total unenclosed floor area....... Total land area, sq. it........... XII. TYPE OF WATER SUPPLY X1. RESIDENTIAL BUILDINGS A. Public or private company SINGLE FAMILY MULTI-FAMI LY B. Private(well,cistern) Bedrooms No. Bedrooms No Bathrooms 1 2 Full Partial 3 or Mote J NOTE: Separate permits are required for electric wiring,plumbing.heating and air conditioning equipment,signs,tanks,sidewalks,driveways,own elevators, and all mechanical installations. N4. APPROVED CITY OF JUNITIC, BEACH BUIL, G I , BY, zi - ---------- WEB NOTES ---------- WEBB: 2X4 03 HEM-FIR, 3X6 34: 6: 3X5 34 # TIR-LARCH, OR C= C= C=) E= 50. FINE. C=3 cm = 9= 3X4 35' 0"1 STI*MocEm c= c= cm cm E �-=ALP I D=- BOLMES LUMBER COMPANY m = � C= C= 6550*ROOSEVELT BLVD. T USS C= 3 3 3 X X X6 5 sym JgKSONVILLEI FLORIDA 3,2210 [R8070� Xo.o-*T R U S�S - 5X5 34' 6" RLPINE ENGINEERED PRDOlJCT9vlNC. 5X4 34' 8" A P.D. BOX 2225 POMPANO BERCH,FLORIOR 33061 305-7BI-3333 . . . . LOCATE TOP CHORD OFF-PANEL SPLICE SX5 34' 6 5X4 WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA TPI 4X4 TC LIVE LOAD a 30.8 PST I.SX4 34' 6" DASHES SHOW TC DEAD LOAD a 7.5 PST S 1 .5X3 34' 0" FDIRECTION OF BC DEAD LOAD n 10.8 PST E 0 C I w c#:] IX3 30' 0'* ELONGATED TOTAL - 47.0 PST L H Ho In OLES IN DUR. FACTOR 1.33 L 8 P PL T 5 on LATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.0" OC 4.00 so . OVERALL SPANS PINE 2X4 TC 2X4 ZC 55 DEN RD 34' 6" 34' 6" SS DEN 331 8" 34' 6" TC PANELS 38 KD 3 3' ff" 34' 6m 3X5 34' 6- 1 3 ED. BC PANELS Ss 32' 8" 34' S" 3X4 32' 6" MEASURED FROM 2.5X4 25' 5'* 3X6 34' 6" INSIDE SCARFS #1 DEN RD 3 3' 4" 34' 6" US 341 2" #1 DEN 32' 6" 34' 6" 2X7 30' Z" #1 RD 31' 10" 34' 6" 2X6 25'18"1 BRG SPAN #1 30' 9" 34' 6" #2 DEN RD 31' 4" 34' 6" #2 DEN 30' 2" 34' 6" 5X6 34: 6" 3.5f 34' 6" #2 RD 29' S* 3 3' 3" 5X4 30 8".1 #2 127' 9" 1 31' 3" J' 3X6 34' 6" LOADING SPACING 3X5 34' ff" w w 3X4 30' Z'* MnX 47 .0/1 .33 24 .0 PLATE TYPE--ALPINE 2X4/2X4 PITCH UNIE5S THESE SKCIFICRTIDNS FOR LU,%ER RID TRUSSES REDUIRE EXTREME CARE IN HANDLING, GENURAL NOTES WRRNING ERECTION AND WCING. SEE "BWT-76" V* L 41 ALPINE CLMEGIORF- FIRE FOLiOWEP AND 'ThE 43WTS 4.0/12 LAT Ty 3 3 3 GLNU RRL 4 4 E NG N OL 71; W T IL, C JRING _U IN HA TRUSSES BUILT IN CONFURMFfCE WITH -QUALITY CONTROL MANUAL- BY ATPI, EBRRCING NOOD TUSSES. CMNTARY AND RECOWNDATIONS - i THERE SHALL No WRRRRNTIES OF THIS DESIGN, EXPRES3 OR IMPLIED. TPI). SEE THIS DESIGN FDA ADDITIONAL SPECIAL BRACING CER'nFl A 9 'a' SHALL ALPINL CONNELINS ARE MANuFACTUR10 FROM 210 GAUGE GALVANIZED STEEL REOUIREMENTS- UNLESS OTHERWISE SHOWN, TOP CHORD SHALL It L ER I L WOOD UNLtSS OIHERWISL 14OWN MELTING REOUIREMLNIS OF RSTM 8446 GRADE A. BE LATERALLY BRACED WITH PROMLY A17RDIED PLYWOOD SPANS TO 34w 6 w w 0 'ECI BOTTOM CHORD WITH RIGID CEILING DR BRAC NG STATI RPPLY CONNECTORS '� 861H FACES AT EACH JOINT AND LOCATE AS SHOWN. SHERTHINGt 0 6 1 A Be I BERRING WIDTHS RRE — NDMINRL UNLESS OTHERWISE SHOWN. DESIGN AT MAXIMUM OF TO FEET 0. C. 00 NOT USE THIS DESIGN FLORjoA COPYRIGHT 1979 48§8443 STR"ROS CONFORM WITH LtLj ICRBLE_PROVISIDtqq OF *ND9 17 AND vTPI-78 WITH FIRE RETARDANT TREATED LUMBER. to t — a--TpI - TRUSb.PLATE LIST ITUTE, WiS - NATIONAL DESIGN S;EFIFICRTION Foa WOOD CONSTRUCTION 3/22/79 DRkW* A424f#43 FURNISH A COPY Or THIS DESIGN TO ERECTION CONTRACTOR A-Ml-COMN- 47/1.33-3#t 7+1#- 24 Add a Fireplace Anytime,Anywhere!A any other way we can to keep costs low. Martin"Build-In-Anywhere"Fireplace can If you wish, we'll have a representative be included at Rny stage of development visit your site to help with installation of during plarning. construction, or re- first units. tii modeling! New Home—Include a Martin Fire- G H— place in tAe plans,or add one during the framing or drywall stage. It's never too late'. Remodeling--Small floor space re- qui,ements make Martin Fireplaces ideal E f(,r remodeling Vacation Homes—With easily trans- ported, quickly installed components, _A, Martin Fireplaces make perfect primary or supplemental heat sources for vaca- 41- D K tion homes. Apartments&Condominiums—With its economy,ease of installation,small floor space requirements, and adaptability to multi-level construction, the Martin Fire- c F place is ideal for all apartment & conclo- II.D. miniurn applications. Model No. A B C D E F G H i K Flue Arch i tects/8 uilders/Developers—We'll B*2845 28" 21 33" 34" 4/" 25" 19V2" 17%" 19V2" 18� 81, Multi-Story work with you in selecting appropriate BW-3645A 36" 2211'2" 45" 3 4 1,/, 4 91/2 25" 26" 20Y4" 23 1/4" 18" 91, Installations methods,locations for installation,and in BW-4245A 42" 241/z" 51" 3 8'��;' 54" 25" 26" 20Y4" 29Y4" 18" 91, 23"Starter Section Supplied. Loc,jte fireplace Locate arid Install firestops Install ro,)f flashinq if)clesited posilion CLJt fILW 11010S ano Snap lock housing,telescopiru ar"I ievel. in ceilinrl and roc .) flu(, f. I lue sections. section,and rain cap. f t" j OR 41 Maft makes DIxing f-R_ easier.. nooaeaffoi�,tod Zero Clearance . . . may be installed - Build into or out from any wall, in any without masonry foundation. corner, or, as illustrated, part of a Install anywhere. . . may be supported room divider. and surrounded with standard - Trim out to match any decor. building materials. 25 year factory warranty. Compatible with all standard T, Ll construction methods. Easily assembled with factory- built components. BUILDING PRODuCTs otv. FM]IMARTINP.0 Bn-X,15,?7 -MIES I-AL-IN T-SV LL F,ALA,3EE�937 INDUS Distributed by: 'TORW'NO. 1-6-25M CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000060 Date 1115109 Property Address . . . . . . 251 S NAUTICAL BLVD Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 AHU 1 CU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JURGENS, CONRAD DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/14/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79. 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Crry OF ATLAN I IN,BEACH 07 A gfk�, WqBeMNoMR00AAUAKW8I5RCKR-32233 OFFICe"4)2474M*FAX NIX-1904P47405 a m WAwrecopsJUS MECHANICAL PERMrr APPLICATION DUVALCOUNTY Will ITS I.-.168—AWRES a 7 ONO EIVES P L ERW it 32233, ADDRESSWOFFEIVWFIRIOUJOBADDRES& F41OW:: 4.NNAE 0�l r6f jbi ',HANICALCOKnocrom T.KNM OF D000vo�q (A��, wcmpfKw I-FPXNX- g.sTAMCIFFLOWAUCOMMM o3"1 3 -S- lZEMALADDRMK, 13-OFFMPHME: 3'p k-�- 4- Appftagon ft hgpft Maft to obtgin a 1p m N to do 90 VIWk Wd kIlItI11110110M 86 b1ftBRACL I coft§V*al VXI[k will be pefov. ID nMd 00 m- -I, I, of gg bm"Cubift constmmlm In Oft judsdkg=L M&pem&bqco�=a aid vcici N vmk Is wA- 'A r I F 1111111111 sk(6) mmdhs,arif emoucgonarwo*Is ampomM or abmdomd for a pow Of sk P)111101do gtsftYftw Oftrwak is"' CCNvPjCfoI03NlNk7tIRe: cum ONEWWTALLATION a NEW Al AM RDROADIALDIM COOE- 9IM"CB93ff OF easrm SYSTEM EXISTM D COLVAERCIAL WCHANIC.AL 13 ALTERATION I ADDITION TO EKIST SYSTEM 0 REPAIR 19.HEOLT: 13 SPAM 0 1RECESSED Jk(CBMAL 0 FLOOR BURNERS: 2L AIR%Amxllcmom El ROOM Wmm� 21.DUCT SYSTIM MATOMIZ - THK301ESS: MAX CAPACITY: --cliln 2L REF IGGERATION: MAXCAPACIM. chn 2&COOLISM TOMt 1CAPACFTY.-,,,,,,.gpn 2C FM SPRI11INKLEW INUMMOFHEADS: - 2L LFT SYSTEM: MAMJFT.6 ESCALAT01t; AUTOLIFT- 2L ' -_NSICIAL HOOD 27.IFIREPLAIME: MASONRY: 28.90WATM: DWELL UP02M 2LOMPrIllilk OUTLETS: DeASAHLk_ 0 GAS WATM HE-Allffit, 30.OTHElt-SPECFY: A 1 TED: SMM HEAU06 90110M UNRRED 10!F TLETS: it PRESSUFIEVES1119L.WATE)EWAGM ��W 1� ORCOLINOWMEW1 FOR!07HM ITEM& fv, NUMBER APPROVING -OFUNITS DESCF5101M MODEL# TONS AGEWY 7r k, Yra�-C-36-1 NUMBER FURNAQ& APPRUVIR OF UNITS DESCRrMN MODEL# MAJIUFACnARER BTLI AGENCY 7� 33.*TAl4M�,',- : 7 APPROVING NUM13ER GALLCHS -CMrA*M WAWACTUReR AGEPICY COAS FORM OLDS03 REVW&D*8H3rAD7 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025994 Date 5/06/03 Property Address . . . . . . 251 NAUTICAL BLVD Tenant nbr, name . . . . . . REPLACEMENT WINDOWS W/OSB Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4525 Owner Contractor ------------------------ ------------------------ JONES, LARRY M. AMERICAN WINDOW PRODUCTS 251 NAUTICAL BLVD.S . 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee 27 . 50 Issue Date . . . . Valuation . . . . 4525 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total 27 . 50 27 . 50 . 00 . 00 Grand Total 82 . 50 82 . 50 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOROR OWNER. -FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, BUILDING OFFICIAL 6�5 �J OjA+ coJ v d, -71 Y6 9 (T)3 R�., z y V4� to 00000, 90 J11, 24 AV A, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 FAX: (904)247-5805 SUNCOM: 852-5800 http://ci.atlantic-beach.fl.us J PLAN REVIEW COMMENTS Permit Application Applicant: r f I Address: 4 L i 6 a u 4-1 c o Project: i-P �, 4 ),It V__._y_our application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed b Signed —Date Contractor Notified Date FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS Maw EM Wind Velocity(mph) 120 Prepared By L.Higgins Importance Factor i.00 Client Name Amer.Window Products Exposure Category C STRUCTURES Job Description 252 Nautical Blvd. Internal Pressure Coefficient +/-0.is INTERNATIONAL,LLC Mean Roof Height(ft) 11 Building Width(ft) 59 Building Length(ft) 40 Roof Slope (x:12) 2 Job Number 03-25994 oil OPENING OPENING LOCATION OPENING OPENING EF ECTIVE MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEV.M) HEIGHT(ft) WIDTHM AREA(sf) PRESSURE(psf) PRESSURE(psf) IA Double:Hung 4 5.3 4.2 3 12.6 26.5 -28.8 1B Double Hung 4 5.3 4.2 3 12.6 26.5 -28.8 IC Twin DH w1mull 4 4.5 5.9 4.8 28.3 25.1 -27.4 1D Double Huno 5 5.7 3.8 3.9 14.8 26.2 -34.5 1E Double Huna 4 5.7 3.8 3.9 14.8 26.2 -28.5 IF Same as 10 4 IG OBS 5 5.9 3.2 2.2 7.0 26.9 -35.9 1H Same as above Width of Edge Strip(a)in feet 4 Al 4 FBC-Openings.xis Copyright 2002,Structures Intemational,LLC 5/5/2003 RE U NOTICE OF COMMENCEMENT 1 Book 11067 Page 1142 Permit No, State of Flofi,� County of The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of property (include Street Address, if available)26 N(O-L�'COJ 61 v1d I r7 --2-S -- -2q e ��iZLLL, Lu ir General descriptiqn of Improvements ILI Owner 8,�� DOC BOO! Poln-4-11 -24-2564 : I I Address 2-�S CL L I b'e,,L 6t V'd - P. 11: rA- Owner's Interest in site of the Improvement F1- - A Recorded Fee Simple Title holder (if other than owner) TX FUUR 3 11:10:16 An Name AMERICAN WINDOW �LERK CIRCUIT COURI AddreTs PRODUCTS,INc- UUVHL LWN11 26-33 rOWERS AVE. RECaRnING 5.00 Contractor TRUST $ 1.00 Address 1.00 Surety Address Amount of bond $ Any person making a loan for the construction of the Improvements: Name Address Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a) 7, Florida Statutes. Name Address In addition to himself, owner designates Of -1� to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording le ifferent date is specified) kn L- '--J—o-ne-s &nature of Vner U Printed Name of Owner FNotary Rubber Stamp Seal I have relied upon the following identification ofthe Affant A S d b befbX7 thi;Nay o O'N Betty Felder 14 *40;W*My commission CC881315 Notary Signature E)OrOs October 20,2003 F4 IdW Printed Name 3 City of Atlantic Beach 300 Seminole Road -Atlantic Beacb., Florida 322334445 Phonc:(904)247-5800 FAX.(904)247-5945 -hco://w-ww/ci.atttutic-be-,tch.0-us PERY[IT APPLICATION FOR REPLACENIENT OF'vvLXD0'vvS,SKYLIGHTS AND GARAGE DOORS OF SU�GLE-FAXILY OR TWO-FA.ZAMY(DUPLEX) CONSTRUCTION Date Addvess where work is to be performed 2-5) Applicant 'Don J`c-n us Address Zoning District :5 oz�- LegalDescriptioa: BlockNamber_ LotNum + ber Contracto.r AMERICAN WINDOW State Licen5e Numbcr- ZRODUQU,me. 2633 POWERS AVE. Phone -73 2+-7 Address JACKSQhWI-1-FgL j229; cirf State Zip Fax -7 Describe Proposed Use and Work to be Done /I wit lc/c ij-�s U)10-S6 present Use of Land or Bulldi,ng(s)' Valuation of Proposed C=truction Building Date: meankoofHelght Ft) Building width 00 (ft) Buildia-I-ength ViQ —0 Roof S lope *'Window'Elev' Wind ow Height_(ft) Wiadow Width (ft) Measurement from comer of building to window ft) �i 6d 5 5.. r i i u�L r i r, Lj v fjd r,u n v r i f� U't—c�'+ e'—Z)d U 0 F- C: in additi,iri t.) construction and engineering detail, phtis riust contai5.the following inforrnat:un is approp�iate f-orthe Lqlc bam- p,�-formed. Scale u�drawings ihoulc be suf-Ficient'to depict all required irfamiation :r.i clea.-andle ggibte rnanner. 1 Cur-,ear survev showing the property boundary A,iLh heurings znd distances and r'he !�:gal descr;ption. 2 Locadon of all structures, temporary and permanent, including aetbacks, bui Ming hclghi� number of stories and sqLare footage. Identify any existing s-ructures and uses. 3� Existirg andior proposed drive ways. 4 If mq--iued by the Department of Public Works,L pre-c�mst:ru�tion topograpiiical sur,,ey. 5. Any sign'ficant environmental features, includ�ig any juriSdictio-aal wet'ands,CCCL, r,a=al water bodies. 6 Irnpe--0,-.)us Surft.-e area calculatioas. (Swimr.-ung pools raayoe excluded fftrn total Imptrvious Surfac�t.) 0 hher information a�,. may be appropriate for individuat appLeations. I HEREBY CERTIFYTHAT ALL I R ION PRONJDED WIT14 THIS APPLICATION'IS CORRECT. -- -I-;� 12 -.5 /1 SIGN'A'TURE OF OW4ZR--_� AA DATE 1 HEREBY (710'IFY THAT f HAVE READ AND EXAMINED THIS -IMLICATMN AND KNOW THE SAME TO BE TRUE AND CORRYCT. A1.L FROVISIONS OF THE LAWS AND ORDINANCES GOVEWONG 'IMS TYPE Of' Nk'ORK WILL BE CONIMED WITH, 'WHETHER SPECUTE3 HEREIN (.',,R No—.. TuE GRANTING OF�, PERMITDOES NOT PRESUNIL TO GIVE AL;TIIORIT'y TO �"IOLATF OR CANCELTHE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS INANY.MANNER, INCLUDINGTHF GO%irR-NING OF CONSTRUCTION OR THE PERFORMANCE Ot CONSTRUCI-ION OF T'HEPROPERTY. I U N D ERSTAND THAT THE ISS IJANCE OF THIS PERINUTIS CON TING ENT UPON THE ABOVE IN FOR-MAT ION BEING TRUE AND CORRECT AND MAT T14E PLANS AND SUP RTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SlGNATURE OF CONTRACTOR DATE ;0^'CA2� ION, 0;/Pv- ADDRESS AND CONTACT INFORIMAT RSON 10 RECEIVE XLL CORRESPOINDENCE REGAIWING THIS APPLICATION (PLEASE PRINT) NAME M.,ULING ADDRESS PHONE FAX E--MAIL SW0R-N,'-.ND SUBSCRIBED BEFORE ME MIS 0 DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER. ersonally known 4�0�N Betty Felder ers' -I' Produced identificatioa *MK*P4 Commission CC881315 A'�'l UZ 6 Type of idclatification.produced , -�PIC116-Oct0ber20-.2003 eh;� ASTO CONTRACTOR: P/Personah'y kno\A.,n , Betty Fekfer *MY commission CC881315 2rce.uced identification Type ofidentLfiCat'011 produced. 1Evirs Oelober2o,2003 Duval County Property Appraiser- Parcel Summary Page I of 2 IParcel Summary - Current Ownership and Sale Information - Updated=Weekly IRE No.: 1[170703 0376 lOwner's N FJONES , DON L jProperty F251 NAUTICAL BV I 1ATLANTIC BE 132233 IMailing Address: 11251 MAUTICAL BV S I 1ATLANTIC BEACH , 132233 jProperty 00 SINGLE FAMILY I ILegal description: IF35-64 17-2S-29E SEASPRAY LOT 5 BLK 4 1 - I INeighborh F941601 SALTAIRNBHD71Sec-Twn-Range: I 2S-29E I JOR BK& 1 0821-0215 el: 1556A4 I ISale Date: 118/28/2002 INo. Buildings: I ISale Price: [$_100.00 I rea: 4 lExterior STUCCOI IParcel Summary- Values & Taxes from the 2002 Certified Tax ILand Value: IF$33,375.00 I IClass Value: 1 .00 1 lImprovements: IF$87,373.00 I hority: JJUSD3 IMarket Va 1$120,748.00 JjCounty Tax: 8.20 1 lAssessed Value: 1 20,748.00 ISchool Ta : 1 0.36 1 lExempt V��1$25,000.00 Tax: 1$303.72 1 ITaxable V��F$95,748.00 110ther Tax: $47.93 - 7F_ JIVoted Tax: .55 ISr. Exempt, $0.00 ISr. Taxable: ILO.00 [jotal Tax. 11$1,865.76 This page displays values from the 2002 Certified Tax Roll with weekly updates of ownership & sales. ..........-................ ........... Map-it maps & data are not updated as frequently as the Tax Roll data and may not reflect matching information. Please direct inquiries regarding the maps & data to Map-it Feedback (below). Map�-lt Feed back PaMent Feedback Home PRC New Mar)-l-T Taxes Appraisal Feedback http://pawww.coi.net/pub/property/RENO.asp?RENUM=170703+0376 4/28/2003 7/Yg ,I-��zx37,� _ST k rC4 Ar L- Sj'�L MALL S'Lk e-38 -ST 00"J -jo tt Z- Project No. T 106-01 Report Date: January 22, 2001 Pa-2e I of 4 PERFORMANCE TEST REPORT Manufacturer: GORELL ENTERPRISES, INC 1380 WAYNE AVE INDIANA, PA 15701 Product Identification Product Type: Double Hung Window Series/Model 4: G5155 Specification: AAMA/NWWDA 101/I.S.2-97 Designation: H-R50 DOWNSIZE (32" X 54") AA�,4AN-WWDA 101,/I.S.2-97 GRADE50 Test Reference: See Test Repor-t No. ETC-98-155-63130-0 (dated: 1/13.199) by ETC Laboratories for full size test report. Product Description: Attached Test Results: Attached Test Equipment: FET Testing Date: 11/27/00 Detailed assembly drawings showing wall thickness of all members, comer construction and hardware application are on file and have been compared to the sample submitted. A copy of this report and test sample AU be retained at FET for a period of 4 years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn form this test. The above results were secured by using the designated test methods and they . �ndicate compliance with the performance requirements of the referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. P�reZpared y: A Paul G. Fara4/ugh Patrickt7�au�E ProjectNo. T106-01 Page 2 of 4 Product Description General: Test sample was comprised of Gorell Model "G5155" Tilt Double Hung Vinyl Prime, one- over-one (tilt loading type) double hung window, with an overall master frame size measuring 32" Aride X 54" high X 3-1/2" wide. The bottom sash measured 29-7/16" 'Aide X 26-11/16" high overall. The top sash measured 28-11/16" wide X 25-7/8" high overall. The frame comers were of welded mitered with one screw in bottom comers construction. The sash comers were of welded mitered type comer constructiom Bottom sash had an exterior screen (28-3/4" w x 26-13/16" h). A sill riser was pressure fitted and silicone was added for the attachment to the sill. A 1/4" spacer block was at the comers of the sill located near the comers of the bottom sash. Weather-stripping: Single strips of center fin pile seal (0.187"w x 0.23" h) at side face and exterior face of both sashes stile's. Single strips of center fin pile seal (0.187" w x 0.23" h) at head enclosure and at exterior face of the top rails of both sashes. Single strip of bulb seal (0.187 w x 0.30" dia) at bottom of the bottom rail of the bottom sash. Single strip of foam filled vinyl interlocking weatherstrip on keeper rail of the top sash. Single strip of pile seal (0.1 87"'A-x 0.3 5"h) at interior face of the top rail of the screen. Operators and Other Hardware: Each sash had two sets of constant force balance shoes, one per jamb. One cam-type sweep lock was attached to the center of the bottom sash meeting rail with keeper on top sash meeting rail. One plastic tilt latch with thumb actuator was housed at each end of the top rail and interior meeting rail of the bottom sash. One die-cast pivot bar was fastened with (1) screw at each end of the bottom horizontal rails of the top and bottom sash. Glazing System: Each sash was exterior drop glazed with 0.85"thick insulated glass using double-sided foam glazing tape. The sash utilized two (0.09") thick clear annealed glass lites with a 0.67" continuous metal spacer. An exterior snap-in single leaf dual durometer rigid vinyl-glazing bead secured the glass. Weep Holes: Two (3/8" x 3/32") weep slots were located on the bottom side of the bottom sash horizontal rail, one 1-1/4" from each end. Two (3/8"x 3/32") weep slots were located on the glazing track of the bottom sash bottom rail, one 1-1/4" from each end. Two (1/4" x 3/32") weep slots were located on the bottom side of the top sash horizontal rail, one 2-1/4" from each end. Four (1/4" x 3/32") weep slots were located on the glazing track of the top sash bottom rail, two at 1-1/2" and two at 1-3/4" from each end. The frame sill was a sloped sill. Three (1/4" dia) weep holes were located on the bottom rail of the screen, one 2-1/2" from each end and one in the center. Project No. T 106-01 Page 3 of 4 Sealant: Silicone sealant was used at exterior perimeter of frame to buck intersection Ancborage: A 1/2" wide x 1/2" deep wood ftuTing strip were located around the perimeter of the exterior and interior side of the frame. The (finishing) nail pattern for the interior furring strip was 6" on center (nominal) and for the exterior furring strip the nail pattern was 12" on the jambs side and 6" on the header and sill. GORELL "G515511 DOUBLE HUNG *AINTDOW Test Results Paragraph Test Title Test Results Alloy�,able Referenced Test Metbod Gateway Performance Requirements 2.1.2 Air Infiltration Test (ASTM E-283-91) @ 1.57 psf 0.13 cfin/sf 0.30 cffivsf The test specimen meets the performance levels specified in AAAWATTPTFDA I 011I.S.2-97for Air Infiltration. 2.1.3 Water Resistance Test (ASTM E547-96) @ 2.86 psf(with & Aithout No penetration No penetration screen) 2.1.4.2 Uniform Load Structural Test (see optional performance results) 2.1.7 Welded Corner Test Meets As Stated 2.1.8 Forced Entry Resistance (ASTM F588-97) Performance Level 10 Type A (Section 10) Sec. 10.1 Lock Manipulation Test No Failure Asr Stated Sec. 10.2.1.1 Test Al No Failure As Stated Sec. 10.2.1.2 Test A2 No Failure As Stated Sec. 10.2.1.3 Test A3 No Failure As Stated Sec. 10.2.1.4 Test A4 No Failure As Stated Sec. 10.2.1.5 Test A5 No Failure As Stated Sec. 10.2.1.6 Test A6 No Failure As Stated See. 10.2.1.7 Test A7 No Failure As Stated Sec. 10.2.1.8 Lock Manipulation No Failure As Stated Project No. T106-01 Page 4 of 4 GORELL "G5155" DOUBLE HUNG WINDOW Test Results (cont.) Paragraph Test Title Test Results Allowable Referenced Test Method 2.2.1.6.1 Operating Force Test top sash 10 lb up, 11 lb dn 301b bottom sash 11 lb up, 12 lb dn '10 lb Specific Window Performance Results 2.2.1,6.2 Deglazing Test (ASTM E987-88, Method B) Top sash left stile @ 50 lbf 12 % <100% right stile @ 50 lbf 12 % <100% top rail @ 70 lbf 12 % <100% bottom rail @ 70 lbf 12% <100% Bottom sash left stile @ 50 lbf 12 % <100% right stile @ 50 lbf 12 % <100% top rail @ 70 lbf 12 % <1 00% bottom rail @ 70 lbf 12 % <100% Optional Performance Results 4.3 Water Resistance Test (ASTM E547-96) @ 7.5 0 psf(,Arith & Aithout No penetration No penetration screen) 4.4.2 Uniform Load Structural Test (ASTM E-330-97) (0.4%xL) @ 75 psf positive 0.040" * 0.118" @ 75 psf negative 0.052" * 0.118" Maximum Deflections. F 57000 (OPTIONAI) ol 11 0040 Z57035 50001 - 14000 11017- 10014 47002 ---- 12050 14002 11014 —46018 D, 38000-, 37001-- 46000 11015-1 57035 L 52013 2 9/32 14,005-- -4-7002 - 48004 50009 470 12052-/ 14002 —48000 1900 "l 0 '9 0 006 _[!I_2 \- 11016 3 --2 1/16- 14004--,4 il r COM --I m z z G)G) - 2 12052 57007 2 m G KEE SCREW WAS 48016 PER 0 m ------ 102P27" Y5N 2 * -!? 11014 F mwl m it" z 14001--, IL C14MGE FROM ROIL FORMIO SCR, To 50000 E EXYR. SCR /E 190. M 1.0/22/91' > 12063 i3M"0 A"') 07 10020 2 3/11 GORELL ENTERPRISES,,INC- wwmpc 15701 191 scALE ruLL REA31ON3 (0) D04 or CIIANGE FROIA EXIRLIOVO SIM, I0 ROLL 48015 10041 DATE 7/lo/95 D S r D" VSN C DIANCE FROM M,('. TO S�C, SCR., 178 SPRING AM 1179. VSN il/ /97 ""7P NOTES: 47050-WAS 1-1006 PEb F,(!N IM r'f7TAILS PARTS IDENTIFICATION ON "HOWE" A EQN_111 12/1195 TIME MMEI. 5155 Dw(j, 1,40. EXIFIRIOR 1:11VATION �MIAIF JIUNG, WOW, ASS'Y ['5155(' CONCRETE jTES-� MASONRY 1.) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR AS SHOWN. WIT" LOAD 10 ANCHOR :3 OPENING. BEARING SHIM. AS DESIGNED BY OTHERS. 2.) ANCHOR MUST BE OF SUFFICIENT LENGTH TO PROVIDE 1 1/4- EMBEDMENT INTO BUCK. 13Y OTHERS. 0 CAULK & SECURE 0 BUCK TO MASONRY -3.) CAULK BETWEEN WINDOW FLANGES & BUCK AND CAULK FULL PERIMETER ;o OPENING. AS DE— OF WINDOW. SIGNED BY OTHERS. 4.� ANCHOR SPACING SHALL NOT EXCEED 15" CC. 5. GLASS THICKNESS WILL VARY WITH WINDOW SIZE & DESIGN LOAD. AND m Z MUST COMPLY WITH ASTM—E1300. q i 6.) SEE APPLICABLE CHART FOR DESIGN LOAD DETAJLS. CONCRETE OR m PERIMETER CAULK.1 MASONRY OPENING. BY OTHERS. ALSO, AN OR BETWEEN FLANGE INSIDE DIMENSION 1/4" SHIM m & BUCK. 1/4' SHIM OTHERS HEAD WOOD BUCK.DESIGNED WOOD BUCK BY BY OTHERS ANCHORS IN PAIRS < 16" O.C. v 71 0 JAMB D Fy x La z Ln F_ 0 z X in- p ui ui z USE SHEAR PADS 0 :E SECURELY ANCHOR WINDOW UNIT TO 2 X 4 SILL- ANCHORS ARE 0 BUCK. ANCHOR EMBEDMENT MUST BE NOT PERMISSABIL Di E THRU WINDOW �RAMES. 2 V) Ul CAULK BETWEEN FLANGE & BUCK J� 0 03 PERIMETER CAULK EXTERIOR DIMENSION ANCHORS TO WITHIN 6" EXTERIOR OF FRAME CORNERS A CAULK BETWEEN BUCK & OPENING SILL A— A (DENOTES TO ANCHOR) PERIMETER CAULK. BY OTHERS- STOOL, BY OTHERS 0) A— --A MAX- STRUCTURAL TEST PRESSURE 30 PSF. A— —A ORELL ENTERPRISES,INC. < SCALE FULL wylsioNs u DATE 3/27/02 OWN VSN w PRE—CAST SILL TITLE mDDEL 5155 INSTALLATION Myc' P'o' BY OTHERS. EXTERIOR ELEVATION & FASTENER DETAIL 5155 IF�JD Keystone Certifications, Inc. 2545 Lori Drive, Suite 204, York, PA 17404 Phone (717) 764-6278 Fax (717) 764-3049 Notice of Product Certification Authorization National Fenestration Rating Council Program Issued to: Certification Number iNlanufacturer: Gorell Enterprises 1098 Address 1380 Wayne Avenue Product Line Number Address Indiana, PA 15701 602-K-001 ,NFRC Code: GOE1602 Date: May 12, 1999 The followiwZ NFRC product line has been Authorized for Certification: Model / Series- 5155 Double Hung Z> Operator Type: Vertical Slider-Double Hung Frame Type: Vinyl Sash Type: Vin I y Expiration Date: January 19, 2003 Ratinzs Authorized to Certift: Rating Property Authorized 7� NFRC 100 U-factor Yes NFRC 200 Solar Heat Gain Coefficient Yes NFRC 200 Visible Light Yes Conditions and Criteria for Product Certification Authorization: Man afacturer agrees to thefollowing conditions and criteria per the NFRC PCP. It) 6 3 1,A Products are marketed consistent to the simulated products. B Waiver requests shall be submitted to LA prior to marketing new products. IC Only products with labels shall be considered Certified 3.1,D Only products authorized for certification shall be labeled. n IE Manufacturer shall desia ate individual responsible for proper labeling. I F Manufacturer shall not use labels that are false,inaccurate or misleading. 3.1 G No labels shall be attached to products that have not been authorized for certification. 3r2A Manufacturer shall maintain a documented in-plant quality control program. 3 2B Quality Control records shall be maintained for 4 years, 3'2 C Manufacturer shalt have staff to properly inspect and maintain Quality Control records. 3.3 A Manufacturer shall have temporary labels approval prior to printing, 3 3B&C Manufacturer agrees to the proper use of temporary and permanent labels. 3.; 14anufacturer agrees to obtain permission from NFRC to use NFRC certification mark. Attached are the Certification Authorization Reports printedfrom the NFRC database. You are authorized to label the options listed in the reports. Please notify Keystone within 10 days of receipt of any errors or omissions. .ministrator's Signature: Date: 7- ,ijigence was used in authcnzing these products for certification, By accepting this report the licensee agrees to hold harmless and tncerrnt�y Keystone Cerlifications, Inc, from all claims or liabilities which may arise out of or in any manner based on this certification authorization Certification authorization is based on NFRC program requirements and simulation and test reports from accredited laboratories. V An Independent Certification & Inspection Agency V WinGuard IMPACT-RESISTANT WINDOWS& DOORS Visibly Bette-r.T- MULL BAR AND MULL CLIP 1.000 - - 1.000 - 1 x 2 Mull (for casements only) Flange window tube mull for horizontal or vertical structural application of all flange windows. This mull does not add to opening, Miami-Dade County approved 2 000 2.000 Wall Wal .375 tnicKness 1-25 thickness I 1 x 2 x 125 1 x 2 x .375 - 1,000 - 1 000 - 1 x 2.75 Mull Heavy-duty mull used vertically and horizontally when mulling multiple windows in large openings or for high wind load applications. This 2 7 50 2,750 mull does not add to opening. Miami-Dade County approved Wall Wall thickness .650 ;nlCKness i 375 1 x 2.750 x .375 1 x 2.750 x .650 1 000- 1-1 000- 1 x 4 Heavy-duty mull used vertically and horizontally when mulling multiple windows in large openings or for high wind load applications.This mull does not add to opening, Miami-Dade County approved 4.000 4 000 740 2 125 Naii Wall thickness 375 M,CKness 1 x 4 x .125 1 x 4 x .375 5.500 M!"Out lat)s with tabs Mull Clip with or without tabs Check Mull Chart(pages 60 through 64) for design Designed to anchor a tube mull in an opening pressures before ordering mulls. (Two clips are required per mull.) 59 Ruac-n,20�'.' rMUMM WinGuard IMPACT-RESISTANT WINDOWS& DOORS Visibly Better.- MULLCHART Vertical Mull Horizontal Mull Multiple Mulled Units Opening ull Mull Width Length Length Mull Opening Length Width Opening Width MAXIMUM ALLOWABLE DESIGN PRESSURE IN PSIF 1 x 2.75 x .375 OPENING WIDTH 50 60" 70" 80" 90" 1 100" i 110" 120" 130" 160'' NUMBER OF ANCHORS 1 4 3 1 4 3 1 4 3 4 3 4 .3 4 3 1 4 3 4 3 —4— 1 3 1 4 42" 170 1170 1701170 170 170 170 170 170 170 170 170 170 170 1 0 170 170 17OT17�11 170 48" � 1770 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 1701 149 170 50 5/8" 170i170 161 170 148 170 140 170 136 170 134 170 134 1701 134 1701134 170 � 134 170 54" 166 170 147 170 135 165 126 153 121 146 119 142 118 1 1411 118 141 118 141 118 141 60" ; 145 152 � 127 131 116 116 101 107 100 100 96 96 93 93 1 92 92 92 92 92 92 63" 131 1131 � 112 112 99 99 90 90 84 84 80 80 77 77 76 76 76 76 76 76 66" 1131113 � 97 97 85 85 77 77 72 72 68 68 65 65 64 64 63 63 63 63 Z 86 1 86 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 4 lJJ 72'' 9 76" 73 1 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 3 8" 67 67 57 57 50 50 45 45 41 41 38 38 36 36 35 35 3� 33 1 32 32 84' 54 54 45 1 45 40 40 1 35 35 32 32 30 30 28 28 27 27 26 1 26 24 24 90" 43 43 37 37 32 32 28 28 26 26 24 1 24 22 22 19 21 21 20 20 19 96" 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 108" 25 25 21 21 18 18 16 16 - - - ill" 23 23 19 19 17 17 15 15 144" Notes I Design is Cased on opening width. For multiple units,consider only two adjacent units at a time. 2 Reference test report FTL-2902, 2903 and 2975, 60 HevlseC Ju:lt 200'� .. ............ g:i .......... i q NPN, - 12 .... .......... .4,30'' ..........- ivy . . ..... ... X. 4, h P910 on n.I. ihd b �4 ",eT r 46061 7 ....... Sectton ZL N in , 5� xxxiqp�) 0 ....... ......- 4, asicWhdS ee .. .......... . ............. . ...... ........ Glade �'Sectibh 1606.16:,," ....... .. ... .... .. 1)'Va1yes are ivilinal 1�� Lbc ho'tr(mph)at 33 b�(10m)above ground CIUII!�M, ............. ............ ...wows .:2):This mop-,is acicmti thi— b county. oca govemmen sPec. wW speedAmnc�bmjo delyt U nes ia ioa Using ph it)ch.as ma 6 canals: Islands and last t16 last wk,6Veed conbtr of ft wasW area.:::::;'� M� Motirtabous teir*,g� spwW v4qd be.examkW for u VA ........... am��n' So"cieky", 7-98)j%-100-yew peak gusts.::::� ,Pii ,Pii ........... ?"A'A Z old UR �O STATE�O ............... DEBRIS.;REGI A B SIC D SPEEU`,��..-k.. 1-F "t A;: ...... .... §1606.1.4 Protection of openings. In windborne det)ris regions, exterior glazing that receives positive pressure in the lower 60 feet (18.3 m) in buildings shall be assumed to be openings unless such glazing is impact resistant or protected with an impact resistant covering meeting the requirements of SSTD 12, ASTM E 1886 and ASTM E 1996, or Miami-Dade PA 201, 202 and 203 referenced therein as follows: 1. Glazed openings located within 30 feet (9.1 m) of grade shall meet the requirements of the Large Missile Test. 2. Glazed openings located more than 30 feet (9.1 m) above grade shall meet the provisions of the Small Missile Test. EXCEPTION: Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and maximum panel span of 8 feet (2438 mm) shall be permitted for opening protection in one'�- and two-story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be designed to resist the components and cladding loads determined in accordance with Table 1606.2B. Attachment in accordance with Table 1606.1.4 is permitted for buildings with mean roof height of 33 feet (10 m) or less where wind speeds do not exceed 130 mph (58 m/s) . t2 A,- I Project No. T 106-01 Report Date: January 22, 2001 PaQe I of 4 PERFORMANCE TEST REPORT Manufacturer: GORELL ENTERPRISES, INC 1380 WAYNE AVE INDLANA, PA 15701 Product Identification Product Type: Double Hung Window Series/Model#: G5155 Specification: AAMA/NVWDA 101/I.S.2-97 Designation: H-R50 DOWNSIZE (312" X 54") AA.N4AWWW`DA 101,/I.S.2-97 GRADE50 Test Reference: See Test Report No. ETC-98-15 5-63 30-0 (dated: 1/13199) by ETC Laboratories for full size test report. Product Description: Attached Test Results: Attached Test Equipment: FET Testing Date: 11/27/00 Detailed assembly drawings showing wall thickness of all members, comer construction and hardware application are on file and have been compared to the sample submitted. A copy of this report and test sample AU be retained at FET for a period of 4 years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn form this test. The above results were secured by using the designated test methods and they Pdicate compliance with the performance requirements of the referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. Prepared y: Approved by- Paul G. Farabakugh Patrick t"au ProjectNo. T106-01 Page 2 of 4 Product Description General- Test sample was comprised of Gorell Model"G5155" Tilt Double Hung Vinyl Prime, one- over-one (tilt loading t-ype) double hung window, with an overall master frame size measuring 32" wide X 54" high X 3-1/2" wide. The bottom sash measured 29-7/16" 'Aide X 26-11/16" high o\,erall. The top sash measured 28-11/16" wide X 25-7/8" high overall. The frame comers were of welded mitered with one screw in bottom comers construction. The sash comers were of welded mitered type comer constructiom Bottom sash had an exterior screen (28-3/4" w x 26-13/16" h). A sill riser was pressure fitted and silicone was added for the attachment to the sill. A 1/4" spacer block was at the comers of the sill located near the comers of the bottom sash. Weather-stripping: Single strips of center fin pile seal (0.187" w x 0.23" h) at side face and exterior face of both sashes stile's. Single strips of center fin pile seal (0.187" w x 0.23" h) at head enclosure and at exterior face of the top rails of both sashes. Single strip of bulb seal (0.187" w x 0.30" dia) at bottom of the bottom rail of the bottom sash. Single strip of foam filled vinyl interlocking weatherstrip on keeper rail of the top sash. Single strip of pile seal (O.'l 87'*"A-x 0.3 5"h) at interior face of the top rail of the screen. Operators and Other Hardware: Each sash had two sets of constant force balance shoes, one per jamb. One cam-type sweep lock was attached to the center of the bottom sash meeting rail with keeper on top sash meeting rail. One plastic tilt latch with thumb actuator was housed at each end of the top rail and interior meeting rail of the bottom sash. One die-cast pivot bar was fastened with (1) screw at each end of the bottom horizontal rails of the top and bottom sasE Glazing Systern: Each sash was exterior drop glazed with 0.85"thick insulated glass using double-sided foam glazing tape. The sash utilized two (0.09")thick clear annealed glass lites with a 0.67" continuous metal spacer. An exterior snap-in single leaf dual durometer rigid vinyl-glazing bead secured the glass. Weep Holes: Two (3/8" x 3/32") weep slots were located on thebottom side of the bottom sash horizontal rail, one 1-1/4" from each end. Two (3/8"x 3/32") weep slots were located on" the glazing track of the bottom sash bottom rail, one 1-1/4" from each end. Two (1/4" x 3/32") weep slots were located on the bottom side of the top sash horizontal rail, one 2-1/4" from each end. Four (1/4" x 3/32") weep slots were located on the glazing track of the top sash bottom rail, two at 1-1/2" and two at 1-3/4" from each end. The frame sill was a sloped sill. Three (1/4" dia) weep holes were located on the bottom rail of the screen, one 2-1/2" from each end and one in the center. Project No. T 106-01 Page 3 of 4 Sealant: Silicone sealant was used at exterior perimeter of frame to buck intersection Ancborage: A 1/2"wide x 1/2" deep wood furring strip were located around the perimeter of the exterior and interior side of the frame. The (finishing) nail pattern for the interior furring strip was 6" on center (nominal) and for the exterior furring strip the nail pattern was 12" on the jambs side and 6" on the header and sill. GORELL "G5155" DOUBLE HUNG WINDOW Test Results Paragraph Test Title / Test Results Allowable Referenced Test Method Gateway Performance Reauirements 2.1.2 Air Infiltration Test (ASTM E-283-91) @ 1.57 psf 0.13 cfin/sf 0.30 cfin/sf The test specimen meets the performance levels specified in AAA1A1NJVWDA 1011I.S.2-97for Air Infiltration. 2.1.3 Water Resistance Test (ASTM E547-96) @ 2.86 psf(with & without No penetration No penetration screen) 2.1.4.2 Uniform Load Structural Test (see optional performance results) 2.1.7 Welded Corner Test Meets As Stated 2.1.8 Forced Entry Resistance (ASTM F588-97) Performance Level 10 Type A (Section 10) Sec. 10.1 Lock Manipulation Test No Failure As Stated Sec. 10.2.1.1 Test Al No Failure -,ks Stated Sec. 10.2.1.2 Test A2 No Failure As Stated Sec. 10.2.1.3 Test A3 No Failure As Stated Sec. 10.2.1.4 Test A4 No Failure As Stated Sec. 10.2.1.5 Test A5 No Failure As Stated Sec. 10.2.1.6 Test A6 No Failure As Stated Sec. 10.2.1.7 Test A7 No Failure As Stated Sec. 10.2.1.8 Lock Manipulation No Failure As Stated Project No. T 106-01 Page 4 of 4 GORELL "G5155" DOUBLE HUNG WINDOW Test Results (cont.) Paragraph Test Title Test Results Allowable Referenced Test Metbod 2.2.1.6.1 Operating Force Test top sash 10 lb up, 11 Ib dn 30 lb bottom sash I I lb up, 12 lb dn '10 lb Specific Window Performance Results 2.2.1.6.2 Deglazing Test (ASTM E987-88, Method B) Top sash left stile @ 50 lbf 12 % <100% right stile @ 50 lbf 12 % <100% top rail @ 70 lbf 12 % <100% bottom rail @ 70 lbf 12% <100% Bottom sasb left stile @ 50 lbf 12 % <100% right stile @ 50 lbf 12 % <100% top ra @ 70 lbf 12 % <100% bottom rail @ 70 lbf 12 % <100% 0 ormance Results Etional Perf 4.3 Water Resistance Test (ASTM E547-96) @ 7.5 0 psf(,Aith & Arithout No penetration No penetration screen) 4.4.2 Uniform Load Structural Test (ASTM E-330-97) (0.4%xL) @ 75 psf positive 0.040" * 0.1181, @ 75 psf negative 0.052" * 0.1181, Maximum Deflections. ftl� ftftftm a Kim 57000 3 1/4 (OPTIONAL) -- ---: 10014 10040 ----2 15/1 57035 50001 - 14000 1101-/- 10014 - 47002 12050 11014 14002 — 46018 38000- 46000 3TOO I- 18004 5 2 0 3 14005-1 47000@ 53003 0(; F, --- 47002 12052 14002 j 9/32 50009 1 90OZ @48100- ---48000 19006- \, (1) -- 11016 —2 1/16 3 3/8 14004-- 01 m z z G)G) - 2 12052 57007 KEEPER SCREW WAS 40010 PER ECN 2m VSN 212100 m 11014 z 14001-- 50000 G) E R > 12063 A-7 �iORELL ENTERPRISESINC. =11r,15701 r. I oom 2 P, (0) 19004 lu, or SCALE FULL ROJA fx1pumo --(,R. 10 ROLL 04801 --- 1004 CATE 7/10/95 r 5 roRmEl) �CNJI,192� VSN Gin/ge c— c OIANCE FROM M.C.- 10 S,C, SCR., 178 o" V5N MV Qo 1179. VSN 11 3197 4 VAS 470011 I'M FAN LAYER NOTES: 13 y5ti P12'13"/67 J, I IkW #48015 0 SILL PEI? HARDWARE DETAILS PARTS IDENTIFICATION ON "HDWE" A L'N #11C2, VSN 12ZI/95 LAYER. 11ME Dwo. 140. MOOD. 5155 "I" LAYER. EXI'MIOR \-[)OtJfIIF I RING Wf-)W� ASS'Y P51 55C rCONCRETE ..JTES� MASONRY 1�) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR AS SHOWN. WITII LOAD C3 ANCHOR OPENING- BEARING SHkIM. AS DESIGNED BY OTHERS. 2.) ANCHOR MUST BE OF SUFFICIENT LENGTH TO PROVIDE 1 1/4- EMBEDMENT INTO BUCK. BY OTHERS. CAULK & SECURE 0 BUCK TO MASONRY 3.) CAULK BETWEEN WINOOW FLANGES & BUCK AND CAULK FULL PERIMETER 1;0 OPENING. AS DE— OF WINDOW. SIGNED BY OTHERS. 4.� ANCHOR SPACING SHALL NOT EXCEED 16' OC. 5. GLASS THICKNESS WILL VARY WITH WINDOW SIZE & DESIGN LOAD. AND m MUST COMPLY WITH ASTM—E1300. 6.) SEE APPLICA13LE CHART FOR DESIGN LOAD DETAILS. CONCRETE OR m PERIMETER CAULK, MASONRY OPENING. BY OTHERS. ALSO. AN OR BETWEEN FLANGE INSIDE DIMENSION BUCK. 1/4" SHIM — m 1/4' SHIM J v cn WOOD BUCK.DESkGNED WOOD BUCK BY OTHERS HEAD BY OTHERS ANCHORS IN PAIRS < 16" O.C. :D JAMB x A z fe 0 0 UJI USE SHEAR PADS 0 7� c:1 SECURELY ANCHOR WINDOW UNIT TO 2 X 4 SILL. ANCHORS ARE BUCK. ANCHOR EMBEDMENT MUST BE w NOT PERMISSABLE THRU 1 1/4 9 ul WINDOW FRAMES. Ln (A z CAULK BETWEEN FLANGE & BUCK C> PERIMETER CAULK EXTERIOR DIMENSION ANCHORS TO WITHIN 6" EXTERIOR OF FRAME CORNERS A A CAULK BETWEEN r_- ?�i BUCK & OPENING SILL A— A DENOTES 70 ANCHOR PERIMETER CAULK. BY OTHERS. STOOL, 13Y OTHERS A --A W 4 MAX- STRUCTURAL TEST PRESSURE 30 PSF. A—- A ORELL ENTERPRISES,INC. < SCALE FULL RE-VISIONS r\j I L� j DATE 3/27/02 A— A OWN vsw m PRE—CAST SIL & PRE—CAST CAULK BETWEEN FLANGE SILL. MODEL 5155 INSTALLATION EXTERIOR ELEVATION & FASTENER DETAIL 5155 IFO )INKeystone Certifications, Inc. 2545 Lori Drive, Suite 204, York, PA 17404 Phone (717) 764-6278 Fax (717) 764-3049 Notice of Product Certification Authorization National Fenestration Ratin(y Council Program Z5 Issued to: Certification Number Manufacturer: Gorell Enterprises 1098 Address 1380 Wayne Avenue Product Line Number Address Indiana, PA 15701 602-K-001 NFRC Code: GOE1602 Date: May 12, 1999 The followin�,r NrFRC product line has been Authorized for Certification: Model / Series: 5155 Double Hung Operator Type: Vertical Slider-Double Hung Frame Type: Vinyl Sash Type: Vinyl Expiration Date: January 19, 2003 Ratin�,,s Authorized to Certify: Rating Property Authorized -NFRC 100 U-factor Yes iNFRC 200 Solar Heat Gain Coefficient— Yes TNFRC 200 Visible Light Yes Conditions and Criteria for Product Certification Authorization: Manufacturer agrees to thefollowing conditions and criteria per the NFRC PCP. 3 IA Products are marketed consistent to the simulated products. I B Waiver requests shall be submitted to LA prior to marketing new products. I C Only products with labels shall be considered Certified. I D Only products authorized for certification shall be labeled. 3,IE Manufacturer shall designate individual responsible for proper labeling, 3,1 F ',�lanufacwrer shall not use labels that are false,inaccurate or misleadin�. 3,IG No labels shall be attached to products that have not been authorized for certification. 3.2 A 'vlanufacturer shall maintain a documented in-piant quality control program. Qua]iry Control records shall be maintained for 4 years. 3,2 C Manufacturer shall have staff to properly inspect and maintain Quality Control records, 3.3A Manufacturer shall have temporary labels approval prior to printing. 3 313&C Manufacturer agrees to the proper use of temporary and permanent labels, 3._5 Manufacturer agrees to obtain permission from NFRC to use NFRC certification mark. Attached are the Certification Authorization Reports printedfrom the NFRC database. You are authorized to label the options listed in the reports. Please notify Keystone within 10 days of receipt of any errors or omissions. ministrator's Signature: Date: -.�iigerice was used in authorizing these products for certification, By accepting this report the licensee agrees to hold harmless and indemnify Keystone Cerlifications, Inc. from all claims or liabilities which may arise out of or in any manner based on this certification authorization. Cert,ficaticn authorization is based on NFRC program requirements and simulation and test reports from accredited laboratories. V An Independent Certification & Inspection Agency W Emma.= WinGuard IMPACT-RESISTANT WINDOW! Visibly Better.- MULL BAR AND MULL CLIP 1.000 1,000 - 1 x 2 Mull (for casements only) ---------- Flange window tube mull for horizontal or vertical structural application of all flange windows. This mull does not add to opening. 2 000 2,000 Miami-Dade County approved L_j Wal 1 37 5 mckness 125 thickness I 1 x 2 x 125 1 x 2 x .375 1,000 - 1.000 - 1 x 2.75 Mull Heavy-duty mull used vertically and horizontally when mulling multiple windows in large openings or for high wind load applications. This 2 7 50 2.750 mull does not add to opening. Miami-Dade County approved Wall Ut)u Tnic,,ncss 375 thickness I x 2.750 x .375 1 x 2.750 x .650 -1 000-1 1.0001 1 x 4 Heavy-duty mull used vertically and horizontally when mulling multiple windows in large openings or for high wind load applications. This mull does not add to opening. Miami-Dade County approved 4,000 4 000 740 2 2 125 Wall thickness 375 1 x 4 x .125 1 x 4 x .375 AMICLA IaDs 5.500 with tabs Mull Clip with or without tabs Check Mull Chart(pages 60 through 64) for design Designed to anchor a tube mull in an opening. pressures before ordering mulls. (Two clips are required per mull.) 59 sec weff-*11 Wi n G u a r d IMPACT-RESISTANT WINDOWS& DOORS Visibly Better- MULLCHART Vertical Mull Horizontal Mull Multiple Mulled Units Opening Mull Mull Width Length Length Mull Opening Length Width Opening MAXIMUM ALLOWABLE DESIGN PRESSURE IN PSF 1 x 2.75 x .375 OPENING WIDTH T —– ---- 501, i 60'' 70'' 80" 90" � 100'' 110'' 120" 130"-1-160" NUMBER OF ANCHORS 3 1 �— 3 4 3 4 3 4 3 4 .3 4 3 4 3 1 4 3 4 4 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 48" ! 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 50 5/8" 170�170 161 170 148 170 140 170 136 1 170 134 170 134 170 134 170 134 170 134 170 54" 166 i 170 147 170 135 165 126 153 1211146 119 142 118 141 118 141 118 141 118 141 60" 1451152 � 127 131 116 116 101 107 1001100 96 96 93 93 92 92 92 92 92 92 63" � 131 �131 � 112 112� 99 99 90 90 84 184 80 80 77 77 76 76 76 76 76 76 66" 1131i113� 97 97 85 85 77 77 72 72 68 68 65 65 64 64 63 63 63 63 Z LIJ 72" 86 86 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 44 76" 73 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 36 –77 57 50 50 45 35 35 78" 67 57 45 41 41 38 1 38 36 36 3� 33 32 32 i 84'' 54 54 1 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 90" 43 1 43 37 37 32 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 96" 36 36 1 30 1 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 108" 1 25 25 21 21 18 18 16 16 - - - - - - - - 23 11 23 1 19 19 17 17 15 15 144" Notes. ) Design �s oased on opening width. For multiple units,consider only two adjacent units at a time. 2 Reference test report FTL-2902, 2903 and 2975 60 Re,isec!—,e 20C2 CITY OF ATLANTIC BEACH SPECIAL INVESTIGATION TO BE FILLED OUT BY COMPLAINTANT DATE ADDRESS LOCATION COMPLAINT E,-� 6-6 AJ ZWE Y4,1-'-' k"-AAAkm OWNER OF PROPERTY Lj�4,r rl-�rV SIGNATURE OF COMPLAINTANT &16Y 4ffj�&ro PONE # ------------------------------------------------------ - -- --------------------- FOR OFFICE USE ONLY DATE OF INVESTIGATION INVESTIGATOR CONDITIONS FOUND (�Z-CQ- 4-1 0- 11 V-- XA,-'-eIC4- 124 16�2-L 2----jL4 3--1 21 ACTION TAKEN I-V COMPLIANCE /Z�n.;,_ Leo NOTES: 3Z233 S E _-Building and Zo A& zv_&__ �&4_ —w,?6k axl- 'ce a ltz�o,�, I ek� Q�P 4I_/9_r<_ FEC Fm.82 Rev.6-77 m CITY OF Alma hwk-Roa& BUILDING DEPARTMENT SPECIAL INVESTIGATION C-41 fj7/ OWNER ADORESS COMPLAINT COMPLAINANT'S SIGNATURE DATIE OF INVESTIGATION ImspEctol CONDITIONS FOUND iz 21d -y2et�� AMON TXKjN --VAT �A_ VA- DEPARTMENT OF BUILDING PERMIT NO6143 CITY OF ATLANTIC BEACH,FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB DAUgual-22—19 84 19 366.40 110.25 Valuation$ .Fee, Penalty for no pirmit This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. JARRY SPAUER TI, This is to certify that 251 NAUTICAL BOULEVARD 7454 1 A 6/27/0 1 fl45 OCAC has permission to build ADDITION TO ROME AS PET�4VANSj 9111�)721 Classification RESIDENTIAL Zone Owned by AARRY SPALLER 4 SEA SFRKY Lot— 5 -Block S/D_ House No. 251 NAUTICAL B0111MIARD According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE No 0 Building material,rubbish and debris z from this work must not be placed in public space, and must be cleared up and–hauled away by either con- ct ner. Building Official. FOR OFFICE PERMIT DATE V CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER ff '400- AVOW e-7 CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT A;Ivp Owner tr/- AIA 1, Phone Address Architect Address Phone Contractor i zL__1 rA48ress -319 License Number C, � Expiration Date -,,.,., -,'-i-`,T -5- Lot -Block # Subdivision XCAOAPAte Zoning Street Between and side Valuation $ Purpose of Building ___jype Const. Dimensions : Building Lot. Sz.Footings Sz. Piers Sz. Sills— -Greatest Span Sills Sz. Ceiling Joists Distance on Centers Greatest Span Sz.Floor Joists Distance on Centers Greatest Span Sz. Rafters Distance on Centers Greatest Span Heating Solid-Filled Ground Roof Flood Zone If located within a FLOOD HAZARD ZONE fill out reverse of this application. Inspections Required: 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns/lintel. 3. When steel is in place and ready to pour beam. 4. When framing, mechanical, rough plumbing and fire place is completed and ready to cover up. 5. Rough electrical. 6. Final inspection. In case of rejection, reinspection. MUST be called for after corrections are made. SETBACKS In consideration of permit given for doing Rear ,Lot Line 7 /r - the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and (n specifications , which are a part hereof, and in accordance with the building regulations M of the City of Atlantic Beach. 0 'Y� 0 rt rT M M Signature OWNER A-A A- PF �7_ Signature BUILDER in Front Lot Line FLOODPLAIN DEVELOPMENT INFORMATION Type of Development : New Building Alterations to Existing Building Flood Zone Required Floor Elevation Actual (as built)Lowest Floor Elevation If located within a flood hazard zone (zone A) a survey must be made after the slab has been poured, certifying that the "lowe7st floor elevation" is e—qu–a-l--to or above the base flood elevation establis-Hed for— that zone. No Final Inspection will be made and No Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS Applicant acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been* or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No, 25-7-11 and all other laws or ordinances effecting the proposed developemnt. Date ApplicantIs Signature ----------------------------------------------------------------------- Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative MT: �117CIIAN I CAL: E.I.I.Cl R I CAL: BUILDING PERAIT I..'01,1,S)iKET I. I $ F -(' .. f t. HEATED SQUARE FOOTAGE: 35 @ per sq cp CARAGE (PRIVATE/SlIED) : @ per sq. ft. = CALPORT: @ $ per sq. ft. = PORCHES: @ $ per sq. ft. = DECK: @ $ per sq. ft. = PATIO: @ $ per sq. ft. = TOTAL VALUATION: PERMIT FEES r f(& 1�c�TA I s t -3 13 0 Wff-!A—l-'tffR-- VALUATI ON @ - per thousand or portion thereof TOTAL BUILDING PERAIT FEE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 10 PLUS I-BE BUILDING PER14IT FOR PI-AN FILING FEE. . . . . . . . . . . TOTAL FEE DUT . . . . . . .e. . . . . . sl�l Ar 3--? . . . . . . . . . . . . . - - - - - - - - - Z" ----------------------------------/--� -' Y4 J�&0��--------- PM'BING PERMIT FEE: $ IEEC?--!�MCAL P-':R�-IIT FEE: ELECIRICAL RESIDENTI-A-L: $ ELECTRICAL TE"LPOR-ARY: k'ATER METER SIZE: FEE: $ SEVER CONNECTION CILkRGE: SQUARE FOOTAGE: FEE S ��ATER CONNECTION MARGE: FIXTURE L'NITS $30. 00 PER IJIIT: ACCOL-NT NO. : APPROVED BY: TOTAL BUILDING/PLAN FILIN'G FEES: $ TOTAL l..ATER '- Ej-R CHARGE: $ P TOTAL V'-ATER CO'-'�ECTION CP-!,RGE: $ -ECTION CIFARGE: S TOTAL SEWER CO':�� GP-,!�ND TOTAL DUE: 0 /0 �"p k /V A DEPARTMENT OF BUILDING 4 3 8 2 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO.- PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB D +A flay 2 1 1(k 80 Valuation$ A5.576-66 Fee S 125,44 . This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that New Met Go.— has permission to build a Si-J%1- faMily dWelll= accordinS to plans subvAtted. Classification PAS i gi=171al Zone- Owned by New Met Co. Lot 5 Block 4 S/D .00nqPr'ny House No 251 NauticiIIIi Blvd. go. According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE x b,. 0 Building material, rubbish and debris z from this work must not be placed in public space. and must be cleared up and hatiled away by either contractor or owner. W5*44 TL v Bill M. v N6,440-JU 5W a W own We--3/a .4'A ;� -it,�"U' FOR OFFICE PERMIT COf444k&rOR USE ONLY NUMBER DATE 101001, PLUMBING ELECTRICAL SEWER WATER Date.... Parlaft re a s..A-2.4 CITY OF ATLANTIC BEA& Valuation ................ FLORIDA laouse ....zla��- 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 Ordinan" 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 compiled with, whether herein spe&ied or not. The Contractor or Owner-Builder who has been Issued a BuIldinx Permit is autwnstically responsible to ascertain that all sub- contractors engaged by him an duly licensed in the City of AtIonfic Beach,Florida. To prevent delay or wnbarrasment regard- Ing intermediate or final Inspections It is suggested that a list of sub-contractors be submit)ad to office so that licend"can be verified. Data...........I/.... ...........4................................. Telaphons NO-? Owner./.?-/ ..................................Address/ .... .... .. .............. Architect................................................................. Address,........................................................Telephone No............................ ContractorBuilder.......................... ........I--'..................................Address............................................................Telaybone No............................ "4- ---------zone................. Lot No...............i5� ............................Block No..........�/..............Sub Division. 74$..........................I ............................................................street..........................Side Between.....................................................an4L................................... PKA. .zJ'n Valuation $...71.9<j...1-2!!2.-For what purpose will building be of construction 4-6 Of Dimensions of Building.,&.....X-1-9........Dimensions of ..............Size of Footings........... .......... Size of Piers...................................Also of Sills............................Greatest Sill.Span in ft...=...........Type ' How will Building be Heated?.ee-.---� ...h��;7..KAQOS-Will Building be on Solid or Filled0round?......-30...................... Size of Ceiling Joista................... .............. Distance on Centers...........-.......�f=............, Gr"t48d Span........................................... Sise of Floor Joists...................--.....................Distance on Centers.......... ....... .............. Greatest Span...... .................... Size of Rafters......... ...............Distance on CAnters....... ..................., Gre~ Span........................................... This rectsW1* is to represent the lot. 14cate the building or bvEdings in the ht position. Give distance In feet from lot-lines and existing buildinay. APPROV !-r [) REAR LOT LINE CITY Or 'i! -Ir�E Two copies of plane&YA specifications mh& SU JN be submitted with application. X"U y I N"00 � I I Inspections required. C) on y 1. When steel is In place and ready to pour footing. a 2. When steel is In plus and ready to pour columns y L; 3. When steel Is in place and mady to pour basm.ly, 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. Pk� P4 6. When septic tank drain field or newer in laid but before It Is covered. 7. Electrical Inspection by City of Jacksonville. S. Final lumpection. Note: In can of any rejection,re-Inspection KU43T be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work " described in the above statement, we hereby agree to perform "M work In accord&=* with the attached plans and specifications, which part hand, and in accordance,with the building regulations of the city c Bsse�' r-Tr) - 17 1.11 11,40 J, Signature of Address............................ 4 ............................................. Signatureof Owner............................... ................... Address.................................................................................................. CITY OF ATLANTIC BEACH APPLICATION FORMUMBING PEMIT Date Location pllzrbing Firm -master Plunber city/county occupational License No. State Certificate No. Builder or Contractor Y-) Type of Building —/—SINKS, SHOWERS ,2,LwAToRy VV= HEAMS BATH TuBs DISHWASHERS URINALS DISPOSAIS� CLOSETS WASHIM MACHINE FLOOR DRAINS OTHER /TCML.FDMJRE COUNT INSTATilATION OF PUMBING AND FDMRES MUST BE IN ACCORDANCE WITH THE MST RECENT EDITION OF THE SOLMMM SMMARD PLU�BING CODE. CITY OF ATLANTIC BEACH WATER CONNECTION CHARGE DATE__ LOCATION OWNER_,W PLUMBING FIRM MASTER PLUMBER BUILDER OR CONTRACTOR TYPE OF BUILDING__,V-.� _ZBATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC (2 units) WATER CLOSET LAVATORY & BATHTUB BATHTUB (WITH OR WITHOUT OVER SHOWERS GROUP PER HEAD (3 units) HEAB SHOWER) (2units) SURGEONS BINK (3 units) —BIDET (3 units) FLUSHING RIM SINK (8units) COMBINATION SINK AND TRAY (3 units) SERVICE SINK TRAP STANN (3 units) COMBINATION SINA AND TRAY W/FOOD DIS, POT, SCALLER.1 SINK (4 units) (4 units) URINAL, PEDESTAL, SYPHON JET DENTAL UNIT OR CUSPIDOR (I unit) BLOWOUT (8 units) DENTAL LAVATORY (I unit) URINAL, WALL LIP (4 units) DRINKING FOUNTAIN (k unit) OD _jRINAL STALL, WASHOUf' (4 units) DISHWASHER (2 units) 1�0' URINAL TROUGH EACH 24T. SECTION --FLOOR DPJJNS (1 unit) 2 units _97TCHEN, SINK (2 unfts) WASHING MACHINE RES, (3 units) �O'OD WASH SINK EACH SET OF FAUCET KITCHEN SINK WOOD WASTE GRINDER -----2 units (3 units) (1 unit) WATER CLOSETS, TANK OP (4 units) LAVATORY, BARBER, BEAUTY PARLOR WNFER CLOSETS, VALVE OP (8 units) -12 units) LAUNDRY TRAY (2 units) LAVATORY, SURGEONDS (2 units) CITY OF ATLANTIC BEACH 716 OCEAN BOULEVAIRD -ATLANTIC BEACH, FLORIDA ADDENMUM TO BUITIDING PLAN 1. Building loccationi 2. The attached plan for the above building is approved subject to meeting the following applicable construciton requirements: a. Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one-story buildings and three 5/8" deformed reinforcing rods for twcstoxy buildings. Reinforcing rods shall be placed in' the lower one-third of the footings, properly plaoea and fastened on metal cables with wire. Footings SM11 be six inches wider on each side than the wall above, shall be at least eight inches thick and shall rest on firm soil at lea t twelve inches below undisturbed soil. b. In hollow masonry unit construction, each unit cell shall be reinforced with at least on. No. 4 bar at all. corners, poured and tamped with concrete; such rein- forcing shall be properly tied into the footing and spandral beam. c. All wood truss rafters (roof construciton) , shall be securely fastened to the exterior walls with approved hurricane anchors or clips. d. Construction of nearby one-family dwellings, which are duplicates or intensely similar, shall be avoided. Such similarity considers the external configuration and appearance (i.e., roof, outer wall materials, window size and design, and other like characteristics) of structures. in accorawith the foregoing, similar or duplicate hcues shall not be constructed within close proximity of each other, and shal 1 be at lea t 500 feet apart if any one similar dwelling is visible frcm any other similar dwelling. e. The final connection between the house pl�u&ing and �e s connection (at the property line) nmst be by I . covered. The undersigned hereby certifies that he has read the above and understands that this addendun takes precedence over any contrary details to the plans and specifications and agrees to comply with the intent of this addendum. �7'_tM—tractor/Owner Aeeo D&ARTMENT OF BUILDING 4395 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO.- PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB D to 6/fi 19_8D_ Valuation S Plumbing Fee 11.00 This pamit not valid until above fee has been paid to City Treasurer, and it subject to revocation for violation of applicable provisions of law. This is to certify tb t Dnn Harrig Pliobfrig Co. has permission - Ingtall I sink,Z I-amatoftes 1 bath t clmmts' 2 shovers,l water heater,l diblivasher,1 disposal,l washing machin Classification Residential Zo Owned by New ��t Lot 5 Block 4 S/D Seaspray House No 251 Nautical Blvd. South According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE x 0-0. 14-10. 0 Building material, rubbish and debris from this work must not be placed in public space, and must be cleared up and hatiled away by either contractor or owner. TL 1 *'Li�ch TO 14'! Building '.ftlijC 1"�Cz FOR OFFICE PERMIT ATE CONTRACTOR USE ONLY NUMBER D PLUMBING ELECTRICAL SEWER WATER CITY CF ATLANTIC BEACH -17 / APPLICATION FOR PLU4BING PEIMT 7 Date Location A-/- "w V�'e- 2z Plumbing Fin-n V-/-Master Plud� City/County Occupational License No. State Certificate No. 0 Builder or Contractor Type of Building __LSINKS, a�AVATOIRY )WATER HEAMRS BATH TUBS DISHAASHERS URINALS DISPOSALS WASHING MACH= FLOOR DRAINS OTHER 41 TOM,FIXTURE COUqT INSMUATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MST REMU EDITION OF THE SOLMERN STANDARD PLUMBING OCCE. CITY OF ATLANTIC BEACH APPLICATION FOR WATER CUT-IN APPLICATICN IS HEREBY MADE FOR -51"l? LZ� WATER CUT-IN AT THE I�OLLCWING ADDRESS FOR UNIT (S) CUT-IN CHARGE OF- a�00 STREET NO. ,,� BU)CK LCT SUBDIVISION- ACCOUNT NO. MASTER PLUMBER MAILING ADDRESS DATE_:5�-2 ME= NO.Z91033�q LATE CITY OF ATLANTIC BEACH APPJJCATION FOR SEWER CONNECTIONS ACCIDUNT NO. DATE %5-,-21-Jf,�� I C r-AT I ON2 LOT NO. BWCK NO. SUBDIVISION mmm 22&-,-,2 I - TYPE OF BUILDING PMTER PLUMBER DATE INSPECTED BY