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Home My WebLink About209 San Carlos AveU CITY OF SANFORD PERMIT APPLICATION RECEIVED Permit # Date: � �' 3 SEP 0 � ^O J.ob Address: 9a a SNOLcN 1 (tis AV ; S AinC^r'c�i rL 3 ai l t 2009 Description of Work: 5 III nH by WI r\ &0W'5 �Xi .� tiaD /- Historic District: Zoning: Value of Work: $ LA000 d— Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets / Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential Commercial V Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: p� \ (Attach Proof of Ownership & Legal Description) OwneFs Nimc & Ad -dress: !L % Tcvs t - Contractor Name Address: X0 CX Sofr. Phone& Fa'i- g071(a�S' Bonding Compar4V Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: L401 3 cz)L cah µ �a r 1 oS Alyf t "�"d"ff - Ci State License Number: C -B C- 0 S'k 3 Ca.(o 1 1,1H+tZO of Contact Person: �1� �]Rtf�_S Phone: 14SL( Phone: Fax: 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 perionned to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance o��2 hat I will notify the owner of the property of the requirem , "s o lorida Lien Law, F 713. I3010S )? go'o� Signa�Owner/Agent^ Date Signatu of C ntractor/Agent Date k M A RGI �9 1C • �V(� wmne � Qu`� Print Owner/Agent's Name Print Contractor/Agent's Name Z , 913olQs rl". t4)' y"StA Signature of Notary -State of Florid%�o,**' is,, DE -Nam. SMITH Signature of Notary -State of F,(9 Nr DENNI K SMITH * MY COMMISSION # DD 238184 * * MY COMMISSION # DD 238184 * EXPIRES: September 22, 2007 EXPIRES: September 22, 2007 <'onally qrBonded Thru Budget NotaryServices„EF`�Bonded Thru Budget Notary Services Owner/Agent is N” Kno'4"gViA4e or Contractor/Agent is ✓_ Persona y Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg: / Zoning: (Initial & Date) (Initial & Date) Utilities: Special Conditions: $IS) FD: (Initial & Date) (Initial & Date) dent By�:( HP LaserJet 3100; At weld Single Door Snecifieations 1234; gle Opening D' oor Report Aug -30-05 4:04PM; eturer. Ainweld Building Products, LLC Industrial Park, 1500 Amweld Drive, Garrettsville, OH 44321 ations: Metro Dade County Protocol PA 201, 202 lei 203 SCRIPTION OF UNIT Designation: Series: 1500/40.0; Out -Swinging Steel Entrance Door erall Size; 37 7/8" (43 7/8") by 8'2" (98") high by 5.750" deep. n: X Page 1 Page 1 of 5 & Size of Panels: One steel panel; 3'3 11/16" (39 11/16") by 711 1/18" (95 1/8") high by 13/4" IV TE IAL CHARACTERISTICS Fr tme Construction: Equal leg typeframe. Framc head and jambs have mitered joints, each fastened %W h a comer key and tabbed over. Frame threshold and frame jambs have butt joints, threshold not �ened to frame jamb. Threshold has a mill coated finish, aluminum *alloy 6063 T-5. *Size of frame riie bers are as follows: frame head and frame jamb (each 16 gauge steel), 2.000" by 5.7500" by 2.000" ly .059" wall thickness (solid extrusions); frame sill (solid extrusion) 0.875" by 5" by 0.500". A Construction: 18 gauge steel panel has a continuous seam, spot welded on 2" centers. Panel is 1 deep with a polystyrene care and has a wall thickness of 0.048". mescripnon: adhesive black vinyl bulb, * Hager No, foam cell with multi fingers, 861S bulb weatherstrip, *Hager 580S Location: frame head and frame jambs weatherstrip adapter in frame head and frame threshold Description: PC 4 1/2" long butt hinges, *Hager # BB 1168, with 10 gauge steel plate reinforcement e surface mount lever type entry lock, push button lock on the interior and key operated on the exterior, (A-1, A-2 and A-3, k Falcon tt://www.amweld.coin/single_dat.html Location: 3/4" and 35" rom each end of ie frame jamb 9 1/2" from ottom of panel 8 in/,)nos Sent By: HP LaserJet 3100; 1234; Aug -30-05 4:04PM; Page 2/5 An weld Single Door Specifications Page 2 of 5 11LM561 DG Mortise Lock with 35328M template reinforcement; A-4, lock stile 17alcon T501D with 35020M template reinforcement e 4 7/8" ANSI strike plate, "NT Falcon with 16 gauge steel plate 40 1/4" from reinforcement bottom of right - frame iamb per manufacturer and drawings W epholes None 1T ntorcemlent: None N. tants: Lower frame corners and weatherstrip adapter sealed to frame with white colored latex IS6 ant, *031 Pro Series PC -158 PP: s: None: A itional Description: One aluminum weatherstrip adapter, *Hager part No. 861 S, at franne head and e jambs, fastened with No. 8 by 1/2" pan head self drilling screws, 12 at each frame jamb and five ata head. One aluminum bug sweep, *Hager 754S at panel bottom rail, fastened with No. 10 by 3.`/T _e /'sedrilling screws, 2" from each end and on 8" centers. Vo it Installation: Unit A-1, A-2 and A-4, tested in 2 X 12 pressure treated wood test buck, and unit A- -3.I sted in a; 3 1/2" by 6 1/2" concrete slab at perimeter of unit. Units, A-1, A-2 and A-4 installed with a son le row of 3/8" by 5" long carriage bolts and nuts through steel in frame head and each frame jamb; un t A-3, installed with 3/8" by 4" long wej-it, *Kingpin, anchor bolts through a 5 1/2" long steel anchor l ket at frame jambs and frame head; all units have,a single row of No. 12 by 1 1/4" flat head sheet in: 1 screws in frame sill. Approximate location of installation screw spacing as follows: frame head, �11 from right flame jamb; frame sill, 4" from each end and on 12" centers; frame jamb, 5" from each and on 21 " centers. �F : duct Markings: None °*a i i per manufacturer and drawings OFFICIAL TEST RESULTS ITi le of Test Measured TT it A-1 Ai Infiltration Test: (ASTM E283) at 1.57 psf 1.20 cfm/sq.ft. 1r, Structural Load Test: E' erior Load 52.5 psi Ini crior Load 52.5 psf Ur a: iform Design Load Test: (ASTM E330) Ex terior Load 70.0 psf In rior Load 70.0 psf b flection 0.728 inches W ter Resistance Test: (ASTM E547/E331) ' iio leakage at 10.50 psf a: GJ 'form Structural Load Test: (ASTM E330) Exterior Load 105.0 psf In �rior Load 105.0 psf ://wwNv.amweld.com/single—dat.htnil Remarks Passed Passed Passed Passed Passed Passed Passed Passed 8/30/2005 Sent By: HP LaserJet 310o- 1234-2 AM eld Single Door Specifications �Deflection 3.048 inches bi ced Entry Resistance: 3 1 00 pound concentrated load perpendicular to 1 e of door: within 6" of lock at lock tstil and within 6" of the top and bottom. I0es !Ited separately) L ge Missi.le Impact Test: lCei iter of panel ILL er right: corner of panel Cy lic Wind Load Test - Lx riot Positive Pressure ge------=G`ycles------- Duration (Pinax�70-0 psf)-------(seconds) Q. to 0.5-----600 ----- -- --- 1.0 OX to 0.6--* --- 70 ---------- 1.0 OA to 1.3 -- 1----------1.0 hil arior (Negative) Pressure ` 0.. to 1.3- -600- -1.0 0.. to 0.6--; ---- 70 -------- --1.0 �0.1, to 0.5--;-----1----------1.0 is No Entry 49.5 ft./sec 50.0 ft./sec Aug -30-05 4:04PM; Page 3/5 Page 3 of 5 Passed Passed Passed Passed Deflection -- — ---- 0.761 " Passed Deflection ------1,284" Ti le of Teat Measured Remarks U it A-2 Lp ge Missle Impact Test: ! �` of panel nter p n 49.9 ft./sec Passed j Lt wer right corner panel 49.9 ft./sec Passed I clic Wind Load Test; Passed Etenor (Positive) Pressure j(P ax=70.0 psf)--------- (seconds) 0.: to 0.5--_--600 ------------ 1.0 O.v to 0.6--= ---- 70 --------- ---1.0 0, to 1.3--------1----------1.0 Deflection -------0.768" Ira erior (Negative) Pressure Passed 0. to 1.3-----600 ------------ 1.0 Q;b to 0.6--=----70 ---------- -1-0 0 to 0.5 -------- 1---- -------- 1,0 Deflection -------0.997' i W of Test Measured i ;I �Tif •l�ui�ar�ac �axn urulri r•r�rr, /�,:.-...1... .L,r 1-.a..�l Remarks Sent By: HP LaserJet 3100; 1A.4weld Single Door Specifications Uj Ot A-3 L. rge Missle Impact Test: Ci rater of panel L wer right corner panel Cyclic Wind Load Test: V-terior (Positive) Pressure ge------- Cycles ------- Duration ( ax=70.0 psf)--------- (seconds) 0.0 to 0.5--+ --- 600 ------------ 1.0 6.0 to 0.6--=----70--- --------- 1.0 0A to 1.3-- ---1----------- 1.0 In erior (Negative) Pressure 6-6 to 1.3-- --- 600 -------- ----1.0 o. to 0.6--= ---- 70--- ------- --1.0 0.6 to 0.5--------1-- --------- -1.0 1234; 49.6 ft./sec 49.8 ft./sec Deflection -------0.866" Deflection -------1.055" Passed Passed Passed Passed ± 171 le of Test Measured Remarks VAR A-4 I,. ge Missle Impact Test: C,c nter of panel 50.1 ff./sec Paced LC wer right comer panel 49.8 ft./sec Passed i:. clic Wind Load Test: Pam j E erior (Positive) Pressure k�nge ------ =Cycles -------Duration ( ax -70.0 psf) --------- (seconds) 0.0 to 0.5 ------ 600-- ----- -- --- 1.0 10.0 to 0.6-"----70-- ---------- 1.0 d. to 1.3------1------------1.0 Deflection -------p,915" 1n rior (Negative) Pressure Passed Q. to 1.3-- .---600 --------- ---1.0 0. to 0.6-"----70 ---- - ------- 1.0 �QA to 0.5--;- ---- 1------------ 1.0 Deflection -------1.114" Aug -30-05 4:05PM; At conclusion of above tests, th= was no apparent damage to unit or fasteners. t Completed - Manch 19, 1997 Page 4/5 Page 4 of 5 •ks. This test report does not constitute certification of this product, but only that the above test were:obtained using the designated test methods and tested in accordance with Dade County >1 PAI 2011202 & 203. //www.amweld.com/sinv1e dat.html Sent By: HP LaserJet 3100; 1234; Aug -30-05 4:05PM; Page 5/5 It in eld Single Door Specifications Page 5 of 5 I I 'led assembly drawings showing wall thickness of all members, corner construction and hardware Pp ication are on file and have been compared to the sample submitted. A test sample will be retained tthe test laboratory. Test specimens were covered with a 1.5 mil plastic sheeting to seal from air leakage when load were performed, however this had no effect on the above test results. Large missle impact test )rmed with 6` long 2 X d (#2 SP) lumber, (weight of missle, 9 pounds). Deflection gauges were set idspan of panel. by: Gilbert Diamond, P.E. Allan Ashachik, Amweld Mike Kolovich, Amweld Gary D, Rose, Falcon Lock Hong Kim, NT Monarch tory Technicians: Robleto Zavala 1 j a Vargas j' :14'. Amweld Building Products, LLC Amweld Building Products, LLC (Metro Dade + C unty) 2 : NT Falcon Lock j2 NT Monarch Hardware ? : Hager Hinge Company FENESTRATION TESTING LABORATORY INC. Manny Sanchez President Cert. No. 96-0703.05 Auth No. FTL97014 Lab. Number 1599 March 24,11997 Report Number 2 File Number 97-171 L-21150 S IS SUBMITTED FOR THE USE OF THE CLIENT TO WHOMIT 1.5 ADDRESSED ITS APPLICATION IS ONLY TO i SAMPLE TFSTED AND IS NOT NECESSARILY INDICATIVE OF THE APPARENTLYSLWLAR OR IDENTICAL )DUC7S4)FSTATEA4ENT9, CONCLUSIONS OR EXTRACTSFROMOR REGARDING OURREPORTS, OR OFANY OUR SEALS OR INSIGNIA WITHOUT O FIR EXPRESS PERMISSION, IS PROHIBITED. ://www a.rnweld.com/single_dat.hunl 8/30/2005 _�_� aEsisas-tas�+ BOd2$3-661 Buck Size ('inches) Call SIM Design Pressure. psf (DP) Design Pressure, ps (DP) Width Nei M 116' An. i/8° IA iff Tem . 3116' An. 3/1W LGI. 3/18' Tem , 18.125 12 +50.01.60.0 *so,w-00.0 *so -W-60.40 W50.0r-80.0 *s0"r .v +50440.0 26.5 102 +50 0180.0 *00.0!-80.0 *50"-60.0 *60.01 SO.a T50.OJ•80.0 a5e.01�0.0 30 25 22 +50.0160.0 +50.01-90-0 +50.01.80.0 +50.01.80.0 +50.01-00.0 +50.fl1.80.3 52,125 32 +6033-76.8 +50.01$0.0 +50.0 80.0 +50.01.80.0 +500-S0.0 +6OM HO -Q 18.125 13 +50.01-80.0 •60.01-80.0 +50.0180.0 -50.0180.0 +50.6180.0 +56.31.8010 25.5 IA3 +5001.80.0 +x-90 0 +50.01-80.0 +50.01-80.0 +50.01-80.0 +60.0140.0 37.375 +50.0155.0 +50.Dl-BO.OJ_ F50,01.80.0 +50.0/4w +50.0r BO.D +50.01.80.0 +50!01-52.9 6 +42.5h42.5 +SU -04•+. m +50.01 ila e50.W4v-6 *SO.Of-62.9 18.125 14 +•50.01-80.0 +5001-80.0 +60.W-80.0 +50.OI-60.0 +50.0/-W-0 +50.01-80.0 26.6 IM +50-01-70.2 +50.01-80.0 +50.01.80-0 +50.01-60.0 +50.01-&}-0 +60.01-86.0 35 49.825 24 +50.0/52.0 +50.01-800 +•50.01.80.0 +50.0/-77.1 +30.01--80.0 +50.OMA 52.135 34 +50!11.50.8 18.125 +50.01.80.0 750.01.80.0 2515 1A5 +50-Q/59.1 +50.1-900 +50.01.80.0 +5001-80.0 +50.0t-80.0 +50.01.80.0 38 62 25 +47.11--47.1 -4D-00.356 •0.0�-78.3 *5o -01a +50-0x.7818 +50.0r M.a 511125 ' 1 36 +31.1131.1 +41.if•41.t +41.1/41.1` +41.11-41.1 +41.11-41.1 +4i.1A-41.1 1BA25 16 41W -O Ks s 4a.W-.3015 }56045.0 •50.01-00.0 +1500-M.0 50.01.80.0 25-5 100 +30.0/[12.1 -mor-OOM +SO.oboam -30.01--74.0 +50.01-60.0 -60-.3.80.0 38 72 29 +43.41-43.4 +50.W-77.3 150..3•'7,5 +50.00-84_8 +50.01-7713 +50.0x!7.00 52.125 36 +29.31.29.3 +40.81-40.8 +44,8140.e +40.81-40-9 +408140.8 +40.61.40-0 100.125 1• B +x6.4/-45.4 •SU.OI-80.0 +p4.0r�0.D +aa�ea,o •50.01-90.0 +�.�-�A 26.5 1A-719 +39.W39.0 +50.0402 +50.OI-BOA +50.0162.6 +5001800 •60A1ti0.0 38 2-718 +94,5194 5 +50,01821 +50.01 T3.6 +501N52,7 +50-0%73.6 *50.0173.$ 52.125 1 3-7/8 +23.8123.8 +40 aGd0.0 +40.Q1-60 0 +40.0I40,0 +411-Uf-W.V *400/ 40.0 24 2020 x50.0%80.0 +64-0!-80.0 +50.01.80.0 a 60.01-80.0 +60.01 -BOA +50.01-M-0 $a 24 3020 +50.01900 +50.D1•eD-0 *60N,80.0 +50.0180.0 tSD.f►160-0 *5001�D.0 46 4020 +50.0190.0 +50.D1 -90A *50.0180.0 451D.O/86.0 +b0.01�8U 4 +50 -OJ -8D fl 24 2030 +50.x•80.0 +50z.80 +50.0(-80.0 +0,01-80.0 +50.01•80.0 39 36 3030 +50.0136.3 t; AI-ablo I +54.01.80.0 +50.01-80.0 +50D180.0 +50.0/-80)0 .48 400 +movi m-4 +%01-71.3 +50.01-71.3 +540771.3 +501.3 71� 214 2040 +�O.Drr•77.7 +50.01.800 +$D.Qt�80.4 +50.01-00-6 t'J00/BD.Q +6001.80.0 36 40 3040 +60.01520 +50-01600 �Sp,O/80.b +50.0184.0 150.01 -BO -6 +50.OV•80.0 48 4D40 +50.0AS7.9 +50.01.57'.9 -i50,01 -b7.9 +50101-57.9 +fi0.01.57 9 24 2050 +58 +3000SD +bQ80.0 +60.0180-0 36 50 3D's0 +4$ 2/-962 +50.Oer-79-G +00.01-79I +60.01-71.7 +30-01-70.5 +50.01-79.5 4050 +351135.2 +50.01-50.6 +50.6t.60's -+50,0/-50.6 +50.0150.6 +501a1bQ.8 48 2064 +0.01522 +50.D1-60.0 -sCG)-8a.0 +50.01-79.3 +500-60.0 24 72 3D60 +Q.41.43A 46U.Ut-71.3 +.W-T7a +:;O.N-04-0 SO +50.01.77.3 y. +,JBL4]&4/-48.04 35 4080 +31.81.91.9 +46At-46,4 +48.4J -46A +46-4146A +�8-4148.4 +.1 48 20-7M +393/-310.3 +53.011-70.7 +50.01-$0.0 +50.01.87.7 +50.0184.0 za 80 30-70!00 +34.51.'14.6 +50.01.63.1 +5001 T3.6 760,17152.r *5a.o�s3.a +.30.01-73.6 96 48 40-70180 +26.0x:28.0 +.35.51.35.5 715.5/-45 5 +44Al-440 +45.51-45.5 +45.51-45.5 Referenced Test Report #: CTLA-361--6 & W-8 Nowe of Product Certification # ; N1004378R & A -R Air Irrflltrtatiui c @1,67 pSE (ASW 1-283) ; OA6 cfm1112 ftter,Resistance (ASTM E5471331) :7.5 psf Posiave/Negative Structural Uniform Load (ASTM E330): +1- 60.0 Psf (TP) Forced Entry R$sisf3nce- FER (HAMA 1302.5) : Passed Operating Force (AAMA 101.97) & Deglazing Resistance (OAST : Passed dames B. Wbittun, P.E. M # 0027689 7519 OrxWsta Cir, Tampa, Fiorida 33634 911-M-7977 EO/Z0 39dd 3I1aVHD - aOQSNVai TObZ-ZbZ=EZ8 80:LZ 500Z/9Z/80 Non -Impact, 900 & 950 Smes Single Chung Window Installation FLUSLE HEADED PLYWOOD Details for Wood Frame Applications (for use in Wind Zones of 150 FLASWI-c SNEAIIUNG Mpli or less per Florida 13uilding Codo 2001)* '�"T`Ep / R=$ISTANr ' MRWR 01 Window Installation: ExTEaIOR�• Use the chart below as a guideline in selecting the appropriate window faswncr. � ` ; Note that fasteners should be located no more than 4" froth the comer of the lour., sr ort.E=sl� • window. It is reconunmded thst all screws or nails he sealed to prevent infiltration �x. VAy of air and water. EXTERIOR IN -ER OR INIE :OR [Diameter oo&Drywall]Decking Screws or Common Nail �yv MAX i. Maximum, astener 1~astener Design Center -to -Center Length Pre ore Fastener Distance ' �%- 45 psf 2441 • WEATHER 1 6 Serew 1-1/2" +!- 80 psf 14" Ry.A.AAR cxtts.oR FiLXlrur 1 28" rulsroRG +/- 45 psf � LEFF JAMB # 6 Screw z t/- 80 psf 18 E�TfuI�R wt:Rro� i -l- 45 psf 14" Sd Platl-1!z" +/- 80 psf 8.. W eathemroofint;: Flexible flashing should be installed in a weatherbotird fashion. The top layer should overlay any 111yer undareath it. The weadhcr resimmt barrio should then cover the tlexiblc flashing at the header. The application of the weather resistant 1,, r L_r will vary based on when it is installed- If installed after the window, it should be tucked under the sill flashing and overlap the jambs and head flashing. F'lEx9l,E t s_< FIA51•IKO , Bu EXTERIOR I FACADL I SILL tMIERIOR voles WAY aE nLLED WITH MIN!►4ALF�ANOIt�t7 OSEAtANT DEAD iF -- ioiiana) •1 ho product drpi`1et1 ahuve is intended'OF use ao rrpi0l� U t he alcvlstedua of �ia :xcu Irda x with ASCE 7 Si by J�1 prof-$iOnA 11w is familia: with the 9 ird �'6u =d Sufficient w de'r—ine rhe rmored desist pr�urc I vM. urPcrse curt>ult your ueu1 tiikling ults fur e>� rQu> rat;. Lt u,mm,alvc only;ahur� nd HAMA -101 vmntiant k-01 TCAtni ore uvlille fur all NuAir m4ovit c AMERVAN MANk4FA1-TURE3 ASS(xTAT, N MFM" It x13/,05.1654 x4W181.6421 - www-1r1iAit.[sua • aro:. Amer. j—, T -- - 80/80 39Vd 31_1aVH0 — JOQSNVai T0tZ-Tt?Z-668 80:LZ 500Z/9Z/80 Non -Impact, 900 & 950 Series Single Hung Window Installation Details for Masonry Applications (for use in Wind Zones of 150 MPH or less per Florida Building Code 2001)* Buckstrips must be set in a bead of sealant. The exterior joint between the buckstrip and masonry must also be sealed. Buckstrips shall run the entire length of the rough opening. A buckstrip is not necessary at the sill if it is pre -cast. Buckstrips should be pressure -treated yellow pine, spruce or comparable lumber. Window fasteners may be installed on either,the interior or exterior side. If using under 1-1/2" thick buckstrips: Installation fasteners should be minimum 3/16" x 2-1/4" masonry screws, installed through the window and buckstrip, into the masonry. Window may be shimmed, as needed, provided a minimum screw embedment of 1-1/4" is maintained in the masonry. Fasteners should be located at a maximum of 4" froth each comer and a maximum of 18" on center or use the manufacturer's pre -punched installation holes. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrips should be no less than 1/2" x 2-1/8". If using 1-1/2" thick or greater buckstrips (not detailed): Installation fasteners should be minimum #10 x 1-1!2" wood screws, installed through the window into the buckstrip. Window may be shimmed, as needed, provided a minimum screw embedment of 1-1/4" is maintained in the buckstrip. Fasteners should be located at a maximum of 4" from each corner and a maximum of 18" on center or use the manufacturer's pre -punched installation holes. It is recommended that fasteners not be installed through the sill of the window. The actual size of the buckstrip should be no less than 1-1/2" x 2-1/8" and should be installed using minimum 3/16" x 2-3/4" masonry screws to maintain the 1-1/4" embedment and a maximum of 18" on center. Note: For minimum masonry anchoring based on design pressure, see "Alternate Masonry Installation Fastening Methods for Single Hung Windows" drawing. HEADER p • d • EXTERIOR INTERIOR O PRESSURE TREATED BUCKSTRIP (MIN. 2A - AS SHOWN) WINDOW -ASTENER _SHIM AS NEEDED INTERIO PRE—CAST INTERIOR, VOIDS MAY CONCRETE SILL BE FILLED WITH MINIMAL_ EXPANDING OAM a • • a EXTERIOR ti RIGHT JM,1B INTERIOR FINISHED SILL O • James B. Whittum, P FL ,1 N 2709 7519 Oakvista Cir. Tampa, FL 33634 FLAT, POURED XI;-XX9-7',77 CONCRETE SILL • S=ALANT BEAD O SEALANT BEAD BY OTHERS *The product depicted above is intended for use on typical construction. The use of additional flashing, vapor barriers, fasteners, etc may be specified by the project's design professional. Basic wind speed alone isnot sufficient to determine the required design pressure (DP). The DP must he calculated in accordance with ASCE 7-98 by a design professional that is familiar with the project design and location, as specified in the 2001 FBC. DP comparative analysis charts and AAMA-101 compliant test reports are available for all NuAir manufactured products. Please consult your local building codes for exact requirements. AMEIUCAN ARCHITHCTURAL141 bl "41_ MANUF4f AURES�' ASSN 11AT7UN MEMBER 813/885-1654 • 8001282-6627 • www.NiiAir.com • 8105 Anderson Road, P.O. Bax 15436, Tampa, Florida 33684 opening Drawings for the, Base Proposal Q237749 NuAIR Countor/Contractor Job 10: TRANSDOR aan7 FLMWOOD AVE. Tampa, FI 33605 Drawings for Opening:01-MISC-01 Opening Type: BLOCK OPENING[$] Product Dimensions: 33 x 37 MASONRY OPENING 33 3/4 x 37 Opening PSF:(+80.01-80.0 PSF') Q237749 CHARLIE CLARK 1 of 1 Date Printed: 0H/24/2006 ZO/Z0 39dd 3I3IaVH0 - a0QSNVdi ZOVZ-ZbZ-6I8 60:92 900Z/VZ/80 Add one lU exit 3,0" wide x lb" - - - - --- - ----— -- — --------------------- -- B'-6" B'-0" Add 14 windows 2'8" x 3'0" ea- at Iocatlons shown 2O9 San Carlos Ave, Sanford, FL Lg n---, Ei Ez If I E W I tact to tin c cat to rat at all as ca to att at [at It via as oil IN Wi I InI MARYANNE MORSE, CLERK OF CIRCUIT COURT NOTICE OF COMMENCEMEN7kMINOLE COUNTY BK 05926 PG 0353 Permit No. T",FcoRKNa. # 2005166436 State of Florida RECt1NDED 09/30/200 -09-AM County of Seminole RECUNDING FEES 10.00 RECUNDED BY D Thom T he undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the property and street address if available) Lo+s 3 C,L. 2. General description of improvement: - -5 1 - 50y, a300- 3. Owner information aR� OF a. Name and address M(xrcl& 1R.g%i s ZeJuca61i P, in. �3 SG d rL b. Interest in property -tool. owner c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor y -3A-` Name and address 16e favi s C -MU P, -Mc - 20 Sam t"icrto Pk rL 3»'1 1 b. Phone number y o G t1 oa (o I Fax number 4 o? 6 61& 1 yS y 5. Surety a. Name and address b. Phone number c. Amount of bond 6. Lender a. Name and address F� c� r a t Fax number Q0. f�!>E I%(®-) SrCnrd, P1.. 3a�1-la b. Phone number y o -1 3� 4 1 4 g I Fax number go -7 S4 a o S o',3 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) qc� /) Signature of Owner Sworn to (or affirmed) and subscribed before me this JO day of , SESN wi E3�.� , 20 cis' , by (Y1AP- CiA R- DAJ � S Personally Known --' OR Produced Identification Type of Identification Produced THIS INSTRUMENT PREPARED BY; 2.c% NAME I F �. Signature of Notary Public, State of Florida Y , ADDR. I l �? / �, Li �, re,"�ffl�h l cf— Commission Expires: _ �- e 7 DENNIS W. SMITH My COMMISSION I1 DD 238184 a EXPIRES: September 22, 2007 �4rEOF °o Bonded Thru Budget Notaq ServW