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RC-13-1175 L Miami Shores Village - I Building D epartment MAY 2 8 2013 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 L o Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 10 BUILDING Permit No. PERMIT APPLICATION Master Permit No. C 13—1 17 Permit Type: BUILDING ROOFING JOB ADDRESS: 66 z125 /l a4/ City: Miami Shores County: Miami Dade Zip: Folio/Parcelk Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): drIczetrZ4 Phone#: !2ffiq" Address• sad City: 11 a ;fa i- State: Zip: Tenant/iessee Name: Phone#:s Email: CONTRACTOR:Company Name: i e® C fir. G&W. Phone*SeCjq a c.S'—o-- — Address: I;zgq A��10*� City: If. CsZt&v4e.,:. State: Zip: J� Qualifier Name: Y P>Se— h Phone#: State Certification or Registration#:C& AM —Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engmeer. 10" Z.&u S Phone#: Value of Work for this Permit:$ Zf�®alp 6%0 Square/I.inear Footage of Work: f 2_s!!2 Type of Work: OAddition DAlteration Xew DRepair/Replace DDemolition Description of Work: Color thru tile: Submittal Fee$ I �� Permit Fee$_ y CCF$ CO/CC$ Scanning Fee$71, Radon Fee$_ DBPR$ l Bond$_ Notary$ Training/Education Fee$ Technology Fee$ " Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ °� Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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. 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 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whorsapj�e�' rty 's subject to attachment. Also, a certified copy of the r corded notice of commencement must be posted at the job site or ast i ection which occurs seven (7) days after th ing permit is issued. In the absence of such posted notice, the insp n will t be approved and a reinspection fee a charged Signature Si Owner or Agent Co tractor The fore in trument was owled ed ore thi a fore o g instrument was ackn led ed me thi� day of 1 ,20. by � y of ,20 by �]w onall to me or who as produced w o is kno to me or who has produced ' s identification and who did take an oath. ntification and who did take an oath. NOTA IC: �' �o< & NOTARYLIC: 2� P, �1oPss� 0 `da S Sign: /l. �` .�¢S ��°`a�� ign. p�5 Print: L ° �`� Ss a"o`a\ Print: oR' �o° �.` P s '•,,,M dot"m s� � °a My Commission Expires: °. .,` �'�¢a�r My Commissio •'+ y c°ms�5 v9� a��o " � ° s s �J•o e��da APPROVED BY Plans Examiner �jZoning X17 Structural Review Clerk (Revised 3/1212012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3115/09) Miami shores Village Building Department Eggs p � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 `04 Tel: (305) 795.2204 lOj Fax: (305) 756.8972 June 5, 2013 Permit No: RC13-1175 Buildinq Critique Review 1. Provide energy calculations. 2. The plans submitted do not match the scale indicated. 3. S-3 refers to "area to be legalized", is this existing or proposed. Provide an up to date survey. Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. y�,oRFs y owes also" Miami shores Village !fte Building Department 411 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: It I A DATE: Contractor Owner o Architect Picked 2 sets of plans and(flt r) o Address: 1 he From the building dep n n this date in order to have corrections done to plans And/or get County st mps. I u derstand that the plans need to be brought b iami Shores Village Buildi g ep e i nt to continue permittin S. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: ICI _F_ Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: IN.SP-194556 Permit Number: RC-5-13-1175 Scheduled Inspection Date: July 02,2013 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Foundation Owner: RICHARDS, RANDALL Work Classification: Addition Job Address:10666 NE 11 Avenue Miami Shores, FL Phone Number (305)335-4848 Parcel Number 1122320280690 Project: <NONE> Contractor: ARCO CONSTRUCTION Phone: 305-892-6507 Building Department Comments Infractio Passed Comments NEW BATHROOM ADDITION INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-194423. Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 02,2013 For Inspections please call: (305)762-4949 Page 21 of 23 t 1 t 1yx y µt'u IL. it L G " N July 1, 2013 Miami Shores Village Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Soil Statement Project: Residence Peff #RO-5-13-4 475 10666 NE 11th Avenue Miami Shores, Florida Dear Sir; We inspected the on-site soil conditions at the above referenced project and have determined that there are sand and limerock soil conditions which are similar to those upon which the design is based. The design is based on a soil bearing pressure of 1325 psf and the soil will support 2000 psf. Please call if we can provide any additional information. Very truly yours dad A. a4mP. /8-;0 7,w* i4i-)TH "y kF V,'F_ ar. i N d'. .,nO ' 'Vi r,4 4ib 1�.�', _ ',3016 PH N: (305)823-3cp3,!v %` FA.X,: �305`l820-93w Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-192263 Permit Number: RC-5-13-1175 Scheduled Inspection Date: December 19,2013 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: RICHARDS, RANDALL Work Classification: Addition Job Address: 10666 NE 11 Avenue Miami Shores, FL Phone Number (305)335-4848 Parcel Number 1122320280690 Project: <NONE> Contractor: ARCO CONSTRUCTION Phone: 305-892-6507 Building Department Comments NEW BATHROOM ADDITION Infractlo Passed Comments INSPECTOR COMMENTS False I Inspector Comments Passed al- Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 18,2013 For Inspections please call: (305)762-4949 Page 6 of 17 w t FLORIDA BUILDING CODE,ENERGY CDMMRYAMR FO=402 WI0 7tesemof Enveliope:Appreare6 ALLWJMTIrZOMM R4o-pm memos wlt4 8as[laa tM sf die Raeldke Cad,Base.God A ta► Oytis as.otf srw .toraL d a of down stado 4w fiws In ,&dMm fa so sR fa ssawattam to wo gMW s+n h-ft&aoafH,Mad wOda 6@MOV a QRSDOW ae rV 00"Wg&ftgftff ASaamesfaraeaomtad off ottooanay offaimewmquesmoom aeT"sd"=a�aEaggmarr�e r to Two 4mofestmm.Ret Iaef wtftrtmsmatee�rA ttFtrm46S,RaogratOE 41�ofteeaf�rlRF fAtfq a/AMAR@ 10668 NE 11 AVE BRHR� Aosium AAUWI SHORES,FL OFFIM owymb te0ta 11�u assmal t:lttw w�aLiora/N��ratmaol oam��t lus �stnss�mauomsseaf� a►' Qa�+�e ead� slo d s Ad i800r�1t,+efma se amw lWWr dwnk L t78lealtl� taaftlee ERs aa►a�es rani 4@�sRA�e �aegaeatsa Atl4aRo rst�srsammt�r W�10 e��reead � 8 t �t eessM a9 t6o 70 Re a+�awa fie. 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(444 A -6-4 OA WO T_ A. qP 'w.., A - -I to lk ........ ..... 71Z h#j- 4# -......... .. pit Iva L L 11� )(M —04 -*61A .... .- 4y. o ev- WXFZ c IOU s t P.E.#038398 Edward A SI NDER .P 1 (305)823-3938 CONSULTING ENGINEERS -', - - ',- - -- ,'- - -' '---'-r-- ' � --'--`---- JL Aid Aj 42-A cal> tp Edward A. LUDE RL .(3051$U-3938 CONSULTING ENGINEER. S � .......... .... . ..... ............. ,.. ..».r•. • ...f.-....«f•,«.. i ..L ..9:-s ..tw.e..-9 •r-.2r•�"'.,�•....,�_.. ,:w nvf'�'"es..�.0�w acv»..•.-8•... +•iw asn.•�....:•:y''+�-x•C-.•. .�••-mavr=-•mw• •M�-.._S.:•••. Jz. • ,..�.: .-s.v. ma.Se,.. .,kp. ..__ a .w.P.. r• �•` i'F'�+i�P� •Vii/ �Y Y �l,O�'-`• �'Y� .0gk zpc r6 XRF", 7 z ........ .. . P.E.#03M8 Edward A 1_4 17; got (305)823-3938 CONSULTING ENGINEERS TA8t.B3;21.,2: Reinforced WsWft MrQn for Load lnatlm NOt InOdtdino ftd or BNsttdo . r gt A Mrte,84nN!@Ile d M 8 n E 2010001M. Ps oririfeogve t?epth d 3.8128 in Fy 80,000 pei Mebie Amo*W by Increasing Ally � �' Pm m 1,360 psi e .' P 01,600 Out-Of-Plane Rnls8tt8 Momrent=0 6hser mr Bare Posi6Othed In fhe Cdr of the VG►ap � pst ' •`' 7618" . A 1,360 psi �m�1,804 psl Bar oar BOt Bat' adno Ms per �peolno � Bar 4pactnp 14 Bar 8pacing � fit, a 81ze � 81xe n 8 0 1.19' 30,072 4 24. '0.10 8,311 8 8 1. 9 21 M -8.. 72 0.13 8, 7 8 ' 0.90 18,008 8 72 0.13 8,390 7 8 0 20,847 4. 24 .0.10 8,348 ® 8 0.08 97,7.30 8 66 0.09 71 8.. 8 Q. 9,20! 7 72 0.10 8,114 8 18 0.08' 18,809 6 40 0.09 7,763 8 18- Q 18,066 8 68 0..10 7,840 i 6 8 0.47 18.221 7 72 0.10 7,68$ 6 8 0,47. 17,611 6 40 0. 7 18 0.48 10,660 �.8 _ 84 0.08 06 7,788 8 24 0.40 16,040 6 48 0.08 6,608 8 24 0.40 48, 8 + 0.08 8;86p ! 8 18 0.33 14,499 4 32 0.08 8,308 S 18 0. � 4 8 0.30 14, 33 1it�80. 6 48 0;: 'sb 301 8 98 0.90 8,232 4 8 0.30 16,381 "4':: 7 24 0.30 14,t?67 8 72 0.07 6,070. , 7 24 0.30 16,108 8 72: 0.07 8,097 , 8 32 0.30 13,987 7 98 0.08 6,887 8 32. 0.30 16,118 7 .98 0,08 8,086 8 40 0.24 13,180 6 S8 0.07 6,878 8 40 0.24 14,181 6 Be 0,07 8,806 6' 18 0.23 13,1$4. 4 40 0.08 5,086 6 18. 043 14,127 8 120 0.08 7 32 0.23 92,972 8 120 OA 4,9$0. 7 .32 . ' 0.23 13,983 .4 46 O,OS 8,104 `• 8 24 0.22 12,898 6 84 0.06 4,8$9 8 .24 0-22-. 13,879 1 04 0.08 4,900 8 48 0.20 12,466 0-* .98 0,001 ` .8 48 0.20 13,302 7 120 0,08 4,808 7 40 AS 12,103 7 120. 0.08 4,049 7 40 10.18 12,982 8 98 0,� 4,873 8 32 0.17 11,760 6 72 0.06 4,339 8. 32 0.17 12,802 6 72 0.08 4,368 6 24 0.18 11,608 4 48 0.06 4,28# 8 24 •0.18. 12,318 4 48 0.06 4,878 7 48 036 11,374 ' 4 88 0,04 68S 4 98 0,16 11,374 $ .130 2,04 '��, 2 � . 48 0;18. 12,171 4. 68 0,04 3,867 1,S 12,171 8 920 0,04 . 9,86$ 8 40 0.13 10,888 6 98 0.04 3,264 8 68 0,17 11,479 8 98 0.04 3,287 8 68 0.17 %684 4 04 0,04: 3,1.98 0 40 0.13. 10,886 4' 84 0.04 7 68 0.13 9,740 4: 79 0.03 3,843. 7 88 0.13 10,432 4 72- 0.03 3,2()o .6 32 0.12 9,698 . 6 -120 0.03 2,803 8 84 0.16 "10,044 4 1200 0.03 2,8t4 8 84 0.18 8.349 4. 00 0003 2,132 . 32 0,03 2,139 (� 6 48 0.11' 9,106 4 920 0.02 1,708 8 ,Q.11 9148 4 120 Q.02 1,fi91 7 84 0.11 8,630 t 1 zoo . ...... .......... ........... ......... . .. . ..... . ........................... ........... ................ ... ..... ... ......... .. .. 17: ..... ....... ........ i AM! 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P-F, #0389 ,39 Edwdrd A. IANDE S -RE (305)8 3-3938 CONSULTING ENGINEERS 4-,c,Z y " -Rom. mom TABLE 8.4 (Cow) pin b►Pmft PW kWh SPe!) Tomdon shm. cempmoop ` OM N9aiu con to �t � � to �E pmft Ruin 3ete0i Sliueture) Fa N0.11 Dense N0.11 1� i'� 90 90 480 97� 1,7w,0� N6.11 Non-5wm 10°Nds s 13M 1200 70 go am 685 Im 18" 1,BDD.O0 1,70Q OW N0.21Denm aw 8m 90 480 16o 1,800, 0 W2 Non-D •1060 W 886 1o0 15w 1,700!000 141D0,000 Nc:3 �Q am so 480 1860 5M 1000.N gw* 17M 1100 1 90 em •1,x.000 $ems Byre{ ON so 68b 19� 1Aw" N0.1 r-Oft 1� 7N so �i 17M 170D 1,7m,wo 'i.6.0w NR,1 D Nea 12°t 1i r18o 675 ow 90 90 6w 1®00 1,700AW Noa 1180 575 F EQ 490 .9W 1600 1804 1.604ow 1,74000 Ntk i# -D e on 6 90 586 34rO 1,ta�30,000 90 480 1350 1.400; 1 (� f tt�ons —..119%arm � shchirv!as - f VARRJ "iii 1450 166 130 8M 880 2000 1650 1,811Q,00p sh4knw as De Structure!?2• 2-1/2 21W 1400 440 1306, Derr 5tructurs!85 2rtt2`8 wtder 1800 12pp tp5p 440 1100 1, 0,000 110 440 AFP.+A(f-r 1000 NFPA). , riy WashinVon,DC, 1992. r ` gg 2100 1,800,000 3050 1850 1 100 ` gg 2100 1,800,000 3050 1850 1 100 8s0s9 S N011-D@7'�ile $tf� 2860 2850 135'A 100 400 so 10m. 2000 t,7(AOW i,80�S,0� Np,q; No,1 2"-4"aft 2000 1$$0 1100 1060 149 100 Be 110 1.700.000 No•1 Non ga* 17M goo 100 480 I?W I860 t,800.�0 1,700, 1 No.1F Dense NOZ 2"4°roue 1900 15. 898 825 w 90 $� low 1.8 00, 0 No.2:Non•Do* 1350 : 778 418 90 g0 400 665 1809 975 114001000 iA0&0 No.3 Stud 880 885 975 7.400 Shutdwd 2'•4 11 1 i im 1,3t� 300 l 4wwkle 176 so Der►Be Sel> 27p0 100 ,S) g 880 �f 21� '1.g00XO IAOOJDOD $wedSttii tw6 144 i 4� im 1,705 P -�r1se:$ No.1 000 ' 18pt ft; 2m 1 12M g8D 90 8811 11 1,8D0,M Nat No.1 NorkQ "-4"tt c i ow go go 46 as 1750 1�. /�.8 OPO N0 2 Dense B'0'wlQe 1480 i78 8 1 1?BQ iow 1,700,00D IADOPD NO2 N c.2 Non•Q1 1 t1A? 9E! 49D 1800 MMIODD No•3 750 498 10 885 m 1AM MR 425. AL 1PUPO sm S9 2480' 13W 8&! 2050 Soled 2M 1300 , I 90 � � IWO 1750 118AW 1,7F811000 Non-D"" N0.1:DWM � r-4" t 24!90 1880 its 878 90 8w 1ST 1m 1, ,0� 11180,88D Noll i i8to 1350 m 725 90 90 w 480 1850 -4,81 IM N0.20em 140D 9D 1700 15M 11700.000 i1100D Not Na$i -Dense 12� 1100 8� Goo 90 480 1480 1.400# No.3 700 40D on 1 Dente Sew 2150 100 90 2m 4.904.E S I + 11151 90 18W 0,800,0 i I ` � .... ............ ....... . . ..... Sl ... ...... ...U ut- ............. E word CONSULTING.1MOINEERS* 11 1 I CAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by 77ECA Enterprises, Inc. Copyright 2023 www.mecaenterprises.com Date : 4/13/2013 Project No. : 1312744-01 Company Name : Edward A. landers, P.E. Designed By : Edward A. Landers, P.E. Address : 7850 NW 146th .Street Description : Residence City : Miami Lakes, Customer Name : 10666 NE filth Avenue State : Florida 33016 Proj Location : Miami shores, Florida File Location: C:\Program Files\MECANind\1312744-01.wnd 8t ' 2,-------72 ' 7pr4�� t l� 14 A shoes, . 1 ` ;J 1 2� 1 22; 1 #12 1 Z� r" `� i t �y 1 4 1 1 2{-------` 2 + t 1 walls a Hip Roof 7<0<-27 a Wand Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3.5 ft Description Width Span Area Zone blax Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- WINDOW A 1.50 3.33 5.0 5 1.00 -1.40 40.05 -53.63 UPLIFT 1.33 5.00 8.3 1 0.50 -0.90 23.08 -36.66 UPLIFT 1.33 5.00 8.3 2 0.50 -1.70 23.08 -63.81 UPLIFT 1.33 5.00 8.3 3 0.50 -1.70 23.08 -63.81 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 33.94 psf Parapets Components & Cladding (Ch 30 Part 4, Para 30.7 .1.2) Pressures taken from Table 30.7-2 at top of Parapet and multiplied by Exposure Adjustment Factor (EAF =1.210), Topographic Factor (Kzt = 1.00) and Reduction Factor (RF = 1.0) . The effective area for the parapet is 10 sq ft {0.929 sq m] to be conservative, which makes the Reduction Factor 1. L LEI Case A Land CaW B TOP Of P< P2 P3 P4 ULT t b# PS Load Case A - Apply Positive wall Pressure to Front and negative roof pressure to back. pl: Positive wall Pressure on Front of Parapet (Zone 4) = 48.26 psf PI: Positive wall Pressure on Front of Parapet (Zone 5) = 44.17 psf p2: Negative Roof Pressure on Back of Parapet (Zone 2) = -76.91 psf p2: Negative Roof Pressure on Back of Parapet (Zone 3) _ -113.76 psf Load Case B - Apply Positive wall Pressure to Back and Negative wall Pressure to the front. p3: Positive wall Pressure on Back of Parapet (Zone 4) = 44.17 psf p3: Positive Wall Pressure on Back of Parapet (Zone 5) = 44.17 psf p4: Negative Mad:! Pressure on Back of Parapet (Zone 4) _ -52.36 psf p4: Negative Wall Pressure on Back of Parapet (Zone 5) = -81.00 psf V.J t it CA ind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date : 4/13/2013 Project No. : 1312744-01 Company Name : Edward A. landers, P.E. Designed By : Edward A. Landers, P.E. Address : 7850 KW 146th Street Description : Residence City : Miami Lakes, Customer Name : 10666 NE 11th Avenue State : Florida 33016 Proj Location : Miami Shores, Florida File Location: G:\Program Files\AECAWind\1312744-01.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are Based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) - 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.$5 Damping Ratio (beta) - 0.01 Alpha - 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3.16 : 12 Slope of Roof(Theta) = 14.74 Deg Ht: Mean Roof Ht = 11.50 ft Type of Roof = Hipped RHt: Ridge Ht = 14.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.50 ft Roof Area = 1621.00 ft^ 2 Bldg Length Along Ridge = 60.00 ft Bldg Width Across Ridge= 35.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 .Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*( (B+Ht)/Lzm)^0.63) )^0.5 - 0.93 Gust2: 0.925*( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 - 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems eta 14 11111 .1 h L 4� 01 B Kh 2.01*(Ht/Zg)^(2/Alpha) - 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)112*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) - 0.80 Roof Area 1621.00 ft^2 Reduction Factor based on Roof Area = 0.80 MIM Wall Pressures for Wind Normal to 60 ft wall (Normal to Ridge) Wall CP Pressure Pressure +GCpi (Pef) -GCPi (psf) -- ----- ----------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 wall $lev KM Kzt qz Press Press Total ft Psf +GCPi. -GCPi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 14.00 0.85 1.00 33.94 16.97 29.19 37.51 Note: 1) Total = Leeward GCPi + Windward GCPi Roof Location CP +GCpi(gsf) -GCpi(psf) ----------------------- ------- ---------- ---------- Windward - Min Cp -0.57 -22.55 -10.34 Windward - Max Cp -0.06 -7.84 4.38 - _Leeward Pere-to- Ridge - -0.49 '2Q-25 -- -=-8-03- Overhang Top (Windward) -0.57 -16.44 -16.44 Overhang Top (Leeward) -0.49 -14.14 -14.14 Overhang (Windward only) 0.80 23.08 23.08 MWFRS-Wall Pressures for Wind Normal to 35 ft wall (Along Ridge) Wall CP Pressure Pressure +GCPi (psf) -GCPi. (psf) --------------- ------ ----------- ----------- Leeward Wall -0.36 -16.41 -4.19 Side Walls -0.70 -26.30 -14.09 Wall 8lev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 14.00 0.85 1.00 33.94 16.97 29.19 33.38 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from windxard Sdge Cp Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 5.8 ft -0.90 -32.07 -19.86 5.8 ft to 11.5 ft -0.90 -32.07 -19.86 11.5 ft to 23.0 €t -0.50 -20.53 -8.32 23.O ft to 60.0 ft -0.30 -14.76 -2.55 Parapet: ¢p: Pressure at Top of Parapet = 33.94 psf Type of Parapet = Solid Top Elev. of Parapet = 3.00 ft Parapet-Windward = 50.91 psf Parapet-Leeward Press = -33.94 psf e4 HUM�n MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 20 Street, Room 208 AFFAIRS(PERA) hGami,Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)313-25'40, F(78$)315-2599 NOTICE OF ACCEPTANCE (NOA) •mavr�t PGT Industries 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(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 fail to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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. DZSCRIPTIO :-Series --700"Allumimmn Slagle Rang window L.M. - APPROVAL DOCUMENT: Drawing No.4040-20,titled"Alum,Single Hung Window, Impact",sheets 1 through 11 of 11, dated 09/0112005,with revision"D"dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option"M"at installations above 30 Ft,above ground(See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturcr"s name or logo,city,state,model/ series and following statement: "Mimi-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal 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 vided to the user b the manufacturer or its � Y distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-W5.10 and consists of this page 1, evidence pages E-1, E-2 and E,3, as well as approval document mentioned above, The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.11-1013.14 �( pwo- Explra0m Date: March 26,2016 J`� i Ap proval Date: November 03,ZQ11 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNft T A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact",sheets 1 through 11 of 11, dated 09/0112005, with revision "D" dated 1 0107/20 1 1, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS I. 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)Large Missile Impact Test per FBC,TAS 20194 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957,dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted ruder previous NOA No.07-0322.06) 2. Test reports on:l)Uniform Static Air Pressure Test,Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC,TAS 20194 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marke"p drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA N&07-0322.06) 3. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.0 7-032106) 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10105 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No. 054018.01) t Product Control Section Supervisor NOA No.114013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 PGT hWusWa NOTICE OF A„ ',,CEPT.ANCE: EVIDENQF„SMMITTED B. TESTS(CONTINUED) 3) 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) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4947 and FTL-4650, dated 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-101$.01) 4) Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-tip drawings and installation diagram of an aluminum single hung window, with fin flame, prepared by Fenestration Testing Laboratory, .Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS : . 1. Anchor verification calculations and sutural analysis, complying with FBC 2007, dated 01/11/2011,prepared,signed and scaled by Robert L. Clark,P. E. Complies with ASTM E1300--04 (Submitted under previous NOA No.11-01X 03) D. QUALITY ASSURANCE I. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTItFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.T. DuPont DeNemours &Co., Inc. for their"DuPont ButaciteOD PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayera" dated 05/05/2011, expiring on 05/21/2016. Jaime D.Gasco ,PA. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-2 P T G I n dustrles NOTICE OF ACCEPTANCE: EYI ENQ SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC--2010,dated October 07,2011,signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.'s FTL4957, FTL-4958, FTL-5063, FTL-4645, FrL4649, F..M 4723, FTL-4947, FTL--4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08110105,all signed and sealed by Edmimdo Largaespada,P. E. (Submined under previous NOA No. 07-0322.06 and 05-101&01) G. OTHERS 1, Notice of Acceptance No. 11-0405.10, issued to POT Industries for their Series "SH-700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. i Jaime D.Gamin,P.E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Date: November 039 2011 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS.(SEE DETAILS ON SHEET 2) A.GMW LAM CONSISTING OF(2)LITES OF IV ANNEALED MASS WITH A=DUPONT BUTACITE OR SARMMMPSAFE MAMN PVB INiERLAYER R,§W1 CONS18TIt±t OFN-L-ITE OF-1lS AM ALED_E]R GLASS GLASS VVITIi A DUPONT Btl7Ad PEdt sAFLmawwwwE Y C.5/18°LAMI CONSISTING OF(2)LITES OF 118°HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAiPLE=WWPE MAXIMUM PVB SNTERIAYER D.7AW LAMI CONSISTING OF(2)LITES OF 3MW ANNEALED GLASS WITH AN.090 DUPONT BUTAdTE OR swiwosowFE AAA1g wm PVB M1TERLAYER. E 71V LAMS CONSISTING OF(1)LITE OF 3118"ANNEALED NABS AND(1)LITE OF 3M8'HEAT STRENGTHENED GLASS WITH AN=DW30NT BUTACITE OR MAXIMUM PVB. F.7118"LAW CONSISTING OF(2)LITES OF 3118°HEAT STRENGTHENED GLASS WITH AN.09D DUPONT BUTACITE OR SAFLMMBW.FE MAXIMUM PVB INTEIRLAYER. G.13M8°LAMI Ks(1)LITE OF 118°TEMPERED GLASS,AN AIR SPACE AND 6M(°LAMB CONSISTING OF(2)UTES OF 1>f ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MA)(IMUM Pv6INTERLAYER. NOA DRAWING MAP H.13M8"LAMI Ks(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 81V LAMI CONSISTING OF(1)LITE OF 118°ANNEALED GLASS AND(1)LITE SHEET OF 1/f HEAT STF434GTHENW-GLASS WITH A=DUPONT SUTAGITE OR SAFLE)MMEPSAFE MA)U UM PV13 INTERLAYER GENERAL NOTES....--.-1 1.13!18°LAMI IG:(1)LITE OF 118°TEMPERED GLASS.AN AIR FACE AND 6118°LAMI CONSISTING OF(2)LITES OF 118°HEAT STRENGTHENED GLASS GLAZING EER DETAILS......»....2 WITH AN M DUPONT BUTACITE DR MAXIMUM�INTERLAYER �Ki1N�.-.».3 J.13118'LAN IG:(1)LIRE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7118°LAM!CONSISTING OF(2)LITES OF 3M8'ANNEALED GLASS WITH A DESIGNfPRS».»»RE »�..4 .0�DUPONT BUTACITE OR MAMAIM PVB INTERLAYER. VERT.SECTIONS--»»5 K.13/18°LAMI iG:(1)LITE OF we T GLASS,AN AIR SPACE AND 718°LAMB CONSISTING OF(1)LITE OF 3118°ANNEALED mA$S AND(1)LITE VER . �� 6 OF 3118"HEAT GLASS WITH AN=DUPONT BUTACITE OR SAFLEXAM PSAFE MAXIM UNI PVB. PARTS LIST.....»..». —..8 L 13118°LAMI Ks(1)LITE OF 1U8'TFJIAPERED GLASS,AN AIRSPACE AND 7116'LAMS CONSISTING OF(2)LITES OF 3116"HEAT GLASS 7 WITH AN.090 DUPONT BUTACITE OR SAFLEXOMEPSAFE MA)WWUM PVS I NTERLAYER CORNER DETAIL........._..7 ,&M.13RO'LAN Its(1)LITE OF 1Ar ANNE LED GLASS,AN AIR SPACE AND 6116'LAMS comsionNG OF(2)LITES OF RAT'ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR 8-11 SAFLEYJXEEPSAFE MAXIMUM PVB INfERL.AYER. 2.CONFIGURATIONS:°OX'(111,VIEW AND RADIUS TOP,ALL W LOW OR HIGH SILL OPTION) �3.DESIGN PRESSURES:(SEE TABLES,SHITS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13094M B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300W- 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS. S.SHUTTERS ARE NOT REQUIRED. 8.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. �7.REFERENCES:TEST REPORTS FTL-48466 FTL48M FTL-4847.FTL-41148.FTL-4849.FTL4M FTL4651.FTL4723,FTL4W FTL4958 AND FTL-8083. ANSUAF&PA NDS-20M FOR WOAD CONSTRUCTION ADW20M ALUMINIUM DESIGN MA441AL PROD=REVEM aseos�lyt��&h tip N1e�idu 8.SERIESIMODEL DESIGNATION SH70%ALSO REFERRED TO AS SH701. 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMiwm OF THE FLORIDA BUILDING COQ,INCLUDING THE Hw VELOCITY HURRICANE ZONE(HVHZ). INUi! 5610 •k: No Im It d� Q7h4 UJ aMFwlRMTE tOART06Y ��•• FL0�44' �� ••� GENNERAt.Notes RMW law .rrr: aff01H1 C GMNSlVa4PQ"TVPE707ffA9MWFR9MHS a .r=La�s ALUM SINGLE HUNG 619Nrt�W PACT 'ol�FS310NPL�` ` FCC livona r: a rte + see ewrs omeara0. ea.e ALT P"W P.E. FJC B/ .R,r f s R Z4 Beaar 073 1 + 91 404t?-20 D FL P E.B 63706 ®NOTE: 1 1 LAMI Ki OUTBOARD UTES MAY BE UPGRADED TO 3f18'WITH NO CHANGE IN DESIGN PRESSURE 112"NOM. 1rr NOM. 41 GLASS BE 44 GLASS BITE EKE INTERIOR (ALL SECTIONS) 37 ® 37 /iL1 80,81 or 82 x,84 or 8.5 70 TO U8'ANNEALED OR HEAT STRENG n4ow QdAS.S 3118'ANNEMM OR HEAT STRENt3THBW GLASS .M$MUM OR DUPONT M INTEI"YER ON SOLUTIA OR DU"IT m INTERLAYER 4p.-f 118°Aft OR HEAT STfMOTHEIM GLASS 3118°ANA OR HEAT 9�GLABS X18°NOM. 7/18'LAMNATED MEMMAW TED GLASS 1 9 Wr NOAIf. 112'NOAH. 46 GLASS BITE 46 GLASS BITE ® PROM=PJ t= 86,87,88 or 92 89.90 or 99 TO TO 1l8'AA3dl-MM OR HEAT STREI'MHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS .O SOLUTIA OR OUPONT PM INTEIV.AYEh me SOI LIMA OR DUIKW M INTEISAYER IWANNEALED OR HEAT STRENGTHOW GLASS 3h8'NOW-ALED Olt HEAT STRENGMIENED GLASS i L NIS'LA MATED 7118'LAMINATED ``��y AIR SPAN Alit SPAN O� 118'JNBVEALED OR TENS GLASS 118"TEWBED MASS® 13118'NOM 13118'NOM. 13116°LAMI IG GLASS Wl5/16°LAN 931960 LAMI IG GLASS Wl MCI"LAMI ftim"$kW*T vow o. eaa i'a•' t-M _� AA l0D7/1f o AO THJ881 T GLAZNVG DETAILS %'Pp'•. �° �o�• 0. dR OA�MI G GV TWE7DT6 PMUNS Nammmu °e " F � FA 1VUM s �MW&2 7VW@LAWL[l%aW 4ILAWlQAVW era ALUM.SIIMGLEHUNG iMNDOrrV IMPACT LVW4 diK' . ewaes�e ems erwe � A LilPt�1 AAII 'ice,P.E. Pic JYlA�6 J� 7 8N100 � 2 � ff A o FLP.E�88705 t/L FLANGE OR INTEGRAL.FIN WINDOWS W/Hsi SILL OPT Wi li TABLE t. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIVIENOMNS WIDOW!{illI11' "OR - VWDTH GIJ499 TWE 83" or 70" . 7r 74" 78° MEETING RAII. 4r A,B.M +ft0 -W.0 +f.0 -no +"a -90.0 +00.A 4 o +p.0 -fto +00.0 -ao +W.o -as ITT. 59" A.B,M +000 400 +>ao -W.0 +W.O -soo +Sao -800 +SLO 4" 400 Sao +7g0 7110 SH NO A. +00.4 -K o +69.0 -w.0 +0.0 -NO +11.0 -80 0 +78.8 788 +77.3 -77.3 +76.9 -M -- Oo ur A.B.M 40.0 -00.0 +80.0 49.0 +79.8 70.8 +782 782 +76.9 78.9 +754 76.4 +74.0 74.0 UP TO 53 liel = .t KkJ.K L +80.0 -11.0 +00.0 40.0 40.01 Z .o +S.o -W.a +ft0 -No 1+80.0 -0.0 +oo o -80.0 STANDARD VIEWS RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OhTION& TABLE Z. BASED ON FLANGED WINDOW TPTO-TIP FRAME DIMOMM wumwtumm wIDTH GLASS TVM W SW 44° Now 83" 7r 74" 118° 40" A. ,M +$0.0 49LO +80.0 -K0 +0.0 -�A +00.0 -600 +70.0 70.0 +70.01 -70.0 +no 70:9 �• MiEET�iG�' NO A,S.MI +0,0 40.0 +40.0 . 0.0 +811:0 • 0.0 +79.9 79.9 +70.0 70.0 +7110 7110 +7110 1 70.0 1 � or A.00A +00:0 -110 +84.0 -80 0 +00.0 4MO +78.9 78.9 +70:0 40.0 +69.0 •89.6 +87 0 •87.6 oa tw A, , +ao -00.0 +8,o -40.0 +80.0 -80.0 +76.0 78.0 +69 0 -89.0 +88.7 48.7 +6.6 4L5 WWWW C.DA,FG.H,L.1,K.L +90 Z70 + o 1+OO.a 1 -0.0 1+140 140.0 +7(La 70.0 +70.0 70.0 +70.0 70.0 CUSTOM VILW&RAMIE ToP oR GRAL Im W oo'm W/s4um s&L ommAK TABLE S. BASED N FLANGED -TO-Tr Mw Rommm W YYI iBIGIff I SASH H 11 wwowta 11W IN"N*75"PIA mm 76"#BOMA14 mom VWWN GLASS TVM 17 t/8" 22 1916" 20 XW 33 SW 36 6118° 1 44 WW 1 W 018" 1 W 10118" SASH a tilt' 06r4FAKL I+M0 1 -60.0 +OO.o I AO +Ka 1 •6D 0 +69.0 480 +70.0 1 70.0 1+740 70.0 1+70.0 7110 1+70.01 7110 ' 1 MEETING RAIL GLASS TYPES: TEST FORTS TABLE 4. 'x° 6115'LAMN-4f° ..000,110"A FTL•4047,4046. 4W 8.5118"LAMI- 1/8"A..000, F TL 4847,4048 C.6115'LAW-(90'K.090,1MM FTI A4847.4048 0.WIV LAMI-(3111YAJO,SMWA FFL-466,411115 1.7116"LAW- 16"A,.090,3H6"HS) FIL•4045 Bsvts>3D F.71W LAMI-(3118 M., 3116'HS FTL4846 ��the � ti.131'18°LAN 6.110"T.AIR SPACE.611�LAMI- lffA,.0I�,118"A FTL•046.472'3 Nto H.13/18°LAMI Ki-115'T.AR WPACE4 6118 LAW- lffA,.09R F L-4648 L 13V18"LAIUN le-115'T.ASR SPACE,91ir LAMI.jlWM..MlffHS) FnA840 A 13110"LAGS IG-115'T,AIR SPACE,7115'LAW- 18"A,.090,311("A) FX 4849,4850 K.13/15'LAMB 0-tW T.Aft SPACE.7115"i1M1M1-(3/WA..t K 3nGIM FTL4840.400AM 13!15"LAMP 6.98°T,AR SPACE,71W LAMI-(3/18"M A%3► F7L4849.4660 .13116°LAMI 6.116"A,AM SPACE,6115"LAW- IWA,.0I0,1/0' FiL-6�4 ��1 L� NOTES: 1.WINS WITH THE LOW BILL OPTION ARE umn-ED TO A POSITIVE DESIGN PRESSURE OF+84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECiEQ 56706 2.FOR MITEGRAL FIN WINDOW DES104 PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1°FROM THE FLANGED IV-70-TIP FRAME ONENSIONS. 3.AVAILABLE BASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 818°MINIMUM TO W"MAXIMUM.® N &t f A47.1 Mm, 0 ADCHANVESTM04W uEStt�vssts FLIP. ,rrs r C ahwWA DCVGULA9V9 TWW707E WOFiR UHP a 14.>�ra AL.[II�L 3 HUIHG4 WINDOW IhIPACT .1i 1 8 P � l r A LY WMA P.E. FOG mm OHM AI7S 3 all 4000 0 D FL P.E.4 WM 6311x°MAX RANGEDtnRUM 62118°MAX.I.F.WIDTH 49 5V MAX.FIXED O--1 C- OLD(ALL) 76"MAX. 75" 76'MAX. SEE DLO I.F. A A I.F. IF.SEE_ TABLE y O"� A TAKE O // A TABLE O C /� 78'MAX 78°MAX. 78°MAX FLAAt� FLANGED � H6° H HEO H TAt X %/ MAX SEE Olo / � SEE Dta X / EE DLO (MAX) SASH X j 4 TABLE — 4 Ll 48111"MAX. vENT Ixa ► DETAIL B DETAIL C OETA VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 911 . B E--j YE T CAL DAYLIGHT Its"MAX I MOW MAX OPENM 'OCED LITE 1 I.F. a -� H II . LAW HIGH SEE DLA)TABIF // I ® = O A DETAIL SB1. 3(1. // 78'MAX /% ?WMAX 0 41&r 41 114' FLANGED FLANGED C 41 114° 40 71W B-7 62 FV 5211!18° E 1 521/4° 52 5116° SASH prj)m=REv8m / 711 2d" / 2W LOW HIGH t4� SEE DLO TABLE x j 1 SEE DLO TABLE X SASH C HEIGHT HEK)H DETAIL SILL E&1 Ma l�� Q' ��- A► 34 Ur 34 3198' 8 E3 2771160 27118" DETAIL D DETAIL E C 277116' 27118° D 16318' 15314" VIEW CUSTOM SASH RADIUS TOP(CUSTOM SASH) E 16 318' I 153W TABLE6. tturt NOTES: �•`��a�L 1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. '� ' •' k 2.SEE SHEET 7 FOR CORNER RETAIL VIEM. : 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION,® =*: Pfo•� ' 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS 8&C)ARE BASED ON A THREE OVER TWO FORMAT. �•^"'•-- �:. � '' jwmay AA 14WIll D liOCRAMESTHl ONEr o O ELEVi4T10NS JJL Quart C NO CHANGEP TRW VNW � . S w7a rrte S/NGl.E HUNG WINDOW M4PACT a LY8EJINA�• RI ICJ$" 8 ADD�iR�4LFAV f NOTE&AWNM4L pa�cl�e & P.E.D=dvm F� WHOB J..I. 'R 4 W!Blb ' NM 4 or 11 4040-0 D FL P.E.#687 r 2.784°--1 NOTE:MIN.(1)SWEEP LATCH AT VENT tld1 Et8.iNE OR OPTIONAL BOTTOM LOCKS,(1)8°R IOM EACH WE OF SASH. 26 27 NOTE:BALANCE PARS USED INSIDE INSIDE AAAX VENT DAYLIGHT OPENING BASED ON SASH WEIGHT- 31 9,10,11,15,16 MAX 121V — ===i_ _Z�OR LITE 7,8OR17 DAYUGW 25 OPENING OUTSIDE I 2S MAX FUCED IITE DAYLIGHT OPENNG aaAx.WIDTH SECTION A►A 6 tDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 e MAX HEIGHT 21 I HIGH I OUTSIDE I SILLI LOW MAX aim T 3 li DAYLIIGGHT 49 HXWSILL � ,kowSILL' HEAD JAMB OUSE OPENING 68 2.710° 28 &Y.FRAME S3 p ..q r 6 Ex 53 52 (L ) -) � SEE NOTE ABOVE 54 64 1{{t► LYNN 4Q, 67 12 ONLY 12 ONLY SECTION C-C °' - SECTION B-B SILL ) ALTERNATE HIGH SILL (HEAD DETAIL FLANGED VERSION) . wI J laW/11 v nro T s5� 0MS •O?: Ili 0WVlf C la7t VW8l*W mammukm3m Pic lV=W B MLF.SECTIoms41 c LMTFSAL a uM_ 1%7a Wdb&aera�r ALUM.3INGLEHUAIG IMNDC) ,IMPACT rrr��!'�ONA4�.��• s sear rad�,ra aeR A LY�I$dl .sPE FIG e/t . strroD H� S d 17 4D4Q20 D FL P.E t{ MW Pon rm OWON owconm POW 1 40UA H 813225 60 1835 SCREIENSPUNE-4350WHAW 81885K 2 1188 X 1000 FK S?A 781PCA 81 B R—m CLOTH 81818 3 40030 SLL OWS1L' 613228 83 on CHA1 1. X.SP 8583482 5 18w OPEN CEU FOAMPAD MA M626 84 1181 X1 ow pH. Tw 70NIX1 818937 67 Y 911 X1 hotom $i0 892344 ® 85 4051A 1 8 4W5 W1SH WOP(1.125 LOO 613240 OF am— FRAII►IS W Bfl.L 84060 6 4828 SPdVL HALARM W,Ow.OR 11118° 70 a" 10 io8o C 315"OR 518- 88Ai.CVl me 80 .611 1*090 P118.15f" 11 X.750 PH 7834AA 81 511 LAN11. 1 12 82 C,GLASS.8116"LAM, 1mN3„090 1 13 1108511000 WNTOPOUIDE, 42504 ® 83 .G Ate,7116'LAM,OWAAW iw118- 95 r8 x i HI: S.WL 9FPAX 84 .711 1A�-A 010 1 16 1oNKN•1 CB 11118° 6f64LCVR870 ® as .mfr' 1 ,1Am 17 64058 so .;;113flirLML&,WT.Mk$PACLSM6"LALILtiArA,00-181180 1 ACB, 8-LAMI, 1/9°A�PY8.1 Al 16 40 -1 SASH 07 1 19 X 1P2-LAB.PH.FH.TYK F S.STL 92FPFX 88 1311 R 1N1"1, ArA 5116" 1 �PVB.1 ) 31 20$40 840540 ® 89 18118"LAk4 KID 1t1 11 8°A 6° 23 40M SASH To P11 RAR. 84008 90 GLASS,13118° ,1A°'1 Wif"LAW 0118 25 i2m V4",I?WmWKPWWA SMOG 99 6gum AD E.711 am 71 1 1� 26 4007 (LOW SOW 30 IM wavom 49 31 4 WNSWERAL 1288 IGASH VAN MR 42M 85 31"X$5184"X1° 71 9 .38 LAR810,tMBLOCK 1-X3WXi118- 71 9224 ,K 38 1 OK 41 40398 8 cue. 47 FRAME,I.F.HEAD 8 LAN 844703 04071A,0083-78 44 . 118" 2x3 j"�'�FRAMF.I.F.LOW SILL 48 4097 NAD.1311 -LAMN LO. 84087 1 #4072A.8N3-T8 47 4071A MMIL Lf.HM 64071 r�mnurresv 46 4073A 'dB ' 49 A07�1 FRAW,tF.HW BILL 64078 A wt� R 50 40746 FRAW,LF.~ 84074 83 4� SNLL LA OW 7649 082 NOM 53 1 7 w Q 1 54 2740 SILL LATCH so 1014 8CRWNFRNft &Vwo 61 4 ,{ um as 9880 V17RNNOS 71680 s l i t uk 87 1 CC .KEYWfOUTN 71881 ��y�' '`�ii 69 1624 SOMM SPLINE-.135 DNA FOAM 81824K FRAME,I.F.JAMB ` :o�� A50) #w1m,woo-TO `*: W .Ic ii �O g .ye (USED AS RADIUS TaP WAD) 1fNfie?Tl11 a* 7N16+E0fHB1 p r ,Qo. t a a4ror 7N w ++� AlalM.SINGW fgm 1M►NDm l ONT SioNP�; AV 7 PA. A LYI�Id MNLLI �P E SAM F.IG 8 .IC.It B AITB 8 e 41 404d,2t1 b FL P.E.8587� ® I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I.F.FRAME m I i 1 2.O 2= t!7_ Bar5? FLANGE FRAME HEAD I #40WA 8083-T8 I 749 ( FLANGE FRAME SILL (LOW) #40=,�-T6 6 or 50 ALONG s II CREW SEALANT OR Bass(2) I AT HEAD AND SILL 2.710 � �-•-1.513 .738 I 082 •� VIEW 1) VIEW E-E (111&VIUN HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP 17 SASH STOP COVER FRAME CORNER CONSTRUCTION G) FLANGE FRAME JAMB #402%8083-T5 0405%SX048 — — —#4004,6083-TG (USED AS RADIUS TOP HEAD) 1.165 .67s 9.S4t2 2,328—+•� 1.�-��--- 1•+--2279--►1 .082 .349 �'� �rI_�N� A ,803-Tb 979 155 1.707 , SASH SIDE RAIL .062 � 31 3-T5 21 FIXED MEETING RAIL 2g SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4084A,600*U?-T8 ,60831IS•TB 7,6063-T6 .0 060 1.096--�+---►1 --- �- 42 GLAZING .5/16" FRODIIC71�8�► � m 8samvbftwftdwFWWQ r W03-T5 C06 2328— ,l -I-•---�1 T N�GRILL BMW ; 2.946 GLAZING BEAD Th8" Wofta 34W X4222.8483-T$ t ow .062 ..asF'k (�-2.7g4 1.,15 I� ►�� O' #4087,6083-TS ,: �c @ #405DA,FLANGE FRAME- SILL (HIS 68 SASH BOTTOM RAIL (HlmQ 45 GLAZING BEAD,711(P 7' 56 Q #4051A.6083-TS (U KIT) At' MWIII D ND 0HAN dFB 7M t7t�ET7 , ,, EMUMONS&FRAME CORNER DETAIL ,o,�•••..Fxoc+� C c tYTOtAIOLttt3;lf nt ,� a ALUM.S1MC,ILEHUNt3 WlAIDOW,IMPACT ��'�,S'PONA !,o"'� Po.�9c�t emeoma mr A.6WIiii jW P.E. F 19th Al. ►tOKObgB.R 3�t74 7y Beater gf/J7lD M8N 7 a 91 4040-20 d FL P.E.#68708 FR tl .LJ 2t29m7 ANCHOR QUANTi tES FOR 111 FLANGED VMDOWS TA13LE ANCHORAGE NOTES: WINDOW HEKW 1. R TYPES: 1 2.914"ELCO 384 CWETE FLEX• SUBSTRATE: 28.101 34.803 40.603 48 8ai 62.84:1 68.803 84803 78 3-#12 SC'REW9 AWHOR TYPE U U U U U U U U U U U U U U U v Z Z 0 Z Z G Z o Z Z ch C Z Z Of 0 Z Z Z Z th U Z Z 2.APfCtiOR L OL ATICriVB ARE BASED 4N 171E WDTH`" `� "8-81"8' "8 g"8 8 8'8`x§ 8�8 8 8 8 8 , _ " 1 �COMGM C,D,E,F,G, 1 1 1 9 1 1 7 9 1 1 1 1 1 1 1 1 1 1 9 _9 _9 1 9 JA 9 9 V MAX BOTTOM • H.I,J,K,L 12111 1 1211 122212222222 22222222222222222222232233 8'� �-GWM•�L SILL-ANCH�NOT REQUIRED AB,M 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 a 1 2111 112111222122Z222222222222222222222222232 233 3INSTALLPER THEADJACENTTABL.EANCHOR C,D,E,F.O, 1 1 9 1 1 1 1 1 1 1 1 1 1 1 9 1 9 1 _1_ 9 1 1 1 1 QUIWI TIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 240th H,l,J,LG,L 1 2 1 1 1 2.112 9 2 1 2 2 2 1 2 2 2 22 222 2 2 2 E22 2 2 2 322 2 2 2 3 2 2 2 3 3 3 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ®ABLENTH AND HELM DIMENSM Ate FOR A.B.M _ _ FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 ARE 1-LESS. C.D,E,F,©. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 9 1 2 1 1 2 1 1 a DESIt3N PRESSUM LIMITATIONS, KkJXL 1212222312222312232322232323332233343233343344 SIZE BLOCKS OF THE AWACENTTi�I.EVBTHA 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 �-D ITALICIZED VALUE ABOVE THEM,INDICATE A A'B'M 21222231222231223232223232223332233343233343344 OFinaj�ammINSOLD. . C,D,E,F,Q 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MM DESIGN H,L,J,K,L 221 2222312232322Z3232223232323342333343334353344 RESPECREFCR THE 37.OIAf RESPECTIVE SIZE 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS A'B'M 221222231223232223232223232323342333343334363344 AVM' PSF 79 C.D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 T--2 2 2 2 2 2 2 2 2 40.000 H,� AL, 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 2 3 3 4 131 AL 34: 453344 A,B.M . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221222232223232223232323242333342334363334453344 PS 79 TABLE KEY. C,D,E,F,G, 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 MkX PSF 44.000 H.I,J,K,L 2 222 2 2 2 32 2 Z 32 3 2 23 324 2 333 342 3 33 342 3 343 6 3 33446 3445 (DPLMTEDt 918 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PJMW A,B,RS 22222223222323223324 33333423 33342334363334463445 IF AD 2 °ompitl►do l la PSF 79 79 JAMB ABOVE 2 3 C.D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB EL �} �� JAS BELOW 48.000 KLAK,L 222222232223342333342334342334363334363345483455 MrQR pwdm A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2_ 3 2 2 222222232223342333342334342334353334353345483455 (Ft1LL DP} PSFj 72 79 79 V HEAD 2 ..' ��'�. C.D,E,F,Q 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JANDABOVE 2 3 �.`�.ia: E'''••.• 63.125 H.I,.l,K,L 22222223222334233434233434333435334448344548345e MMRAL ��: 2 2 2 2 2 2 2 2 2 a 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAM"BELOW r lu A,B.M 222222232223342334342334343334363344463345483446G' OWMAW 2. AA lum IMMI o N0CHANM7W&4EET � �GFSPAC/NQ 1/1 V MOWS OO Fx tui a arses Po eq�co� ALUM SWGLEHUNQ 1MNEpW,IMPACT ,'SS/ONPt�i� owe p�Iao4 ,gaoxr4 a men, aaa A.LYa�1R!P�.P.E. -Ex ZP1 m Ju y s� NTS 8 d 11 4tA40�D G FL P.E#687ob i 1111111111111111111111111111111 pill 11111111111 CFM 2013RO494851 OR 5k 28690 Pa 06946 (IPS) RECORDED 06/21/201; 09909!45 HARVEt CLERK HIACIIyDADEICOUNTYP FLORIDART NOTICE OF COMMENCEAUNT LAST ME A RECORDER COPY MW BE POST®ON THE JOB SNEATIM&FMOWSM PERMIT NO, 3 �' o TAX FOLIO NO. x. STATE OF FLOFBDA: COUNTY OF MIANq-DADS THE UNDER5rCirM hereby glues n01106 titat NHptoir will be made to certain real property,and In accordoce wtiil Chepter 713,Faorida Statutes,the foq WkV Wbrmation Is provided in this Notice of Cormnencernsft J i SAO ohm reserved far M"Of receraw GRIM 1.Leger n Of pro and sfV dress: ` 2.Description of Improvement: 1 3.Or(s)name end add Inte".in property: Nemq WW address"of.%s stele-tipehold yy 4d ne ! 5 Suletlr Q'ayrt�ent bor►d regu by owner,trom cornrsotor,if ark Alems, ldrs and phone nunilor A Amount of bond 6 Les name and address. omits 7 Pereoits with the Stafe of Florida designated by Owner upon whom notices or other documents a may. Section 713.13(1)a)`/.,Florida Stabites, may serves as"p"rovtded by Name,dildiess a d phone numb p 8 In"ilddii"Mto hifi§elf,O%iinws designates the following persons)to receive a copy of the Liences Notice as provided In.Section 713.13(1gb),Rdit Statutes. Nate or,'—Wdreso ehd'(hone'camber. o 9 Esc on date of this'Ntatice bf Commencement- W c4 (do woution daft j 1 yew from tits date of reeardtng pow a dl grit date is q,,cW $ WARNIJM*d q*'1 E AW.01AYMENTS MADE BY THE OWNEAAFTER THE EXPIRATION OF THE NO'nC9 Qi?'GQMMENCEMENT ARE-CONSIDEAID IMPROPER PAYMIENUI UUNDER CHAPTER 713;PART!;'SECTION 713.13 FLORIDA STATUTES,AND RESULT IN YOUR PAYING TWICE FOR IM TO YOUR, A NOTICE OF OOMAIIBENCEMENT•MUS�f`bE I ORbEb"AI ii ON TfIE:�BSI7E FiSliE THE © 1 FIRST I ON.IF YOU OBTAIN FI YOUR LENDER OR AN ATTORNEY BEFORE COMMENCINO WORK J OR NQ YOUR NOTICE O SXi of.Os rte+(s)or mer(sY"Autiloi9zeti Offic8lJDbector/Parhrer/Manager 8i $ �� P By, PrOPO BY �% j Ttfla/ Prf -Nept"e ? w STA'T (�WMIJA Titie/ofrk ... ®� "-.� CO bF MWAI-DAbE 4 w The o betois me eft1k day.of. AQ �gByr U 6Pit rii +. O for Q st y kngwn,�oi tyre fb ty 1 olrtderttiflCatio w Slgriatiire of No + i9tsl16. Print Notary Puhiic•State of Florida t My room t wpiras Sep 23 2015 ' stated'to it are bM1re�e Uiat f the?t ehfg Grid ' " po, E #EE 128810 1114 tb st of 15fy knoWledge end ti'elief. F• o commission '.,, `. Bonded Through National Notarg Assn• Si ner(s)'s Authorized Officer/Qirector/ParbWjManager ®: BY UM42 PAM E9 ane i Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number. INSP-192248 Permit Number: RC-5-13-1175 Scheduled Inspection Date: October 16, 2013 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Slab Owner: RICHARDS, RANDALL Work Classification: Addition Job Address:10666 NE 11 Avenue Miami Shores, FL Phone Number (305)335-4848 Parcel Number 1122320280690 Project: <NONE> Contractor: ARCO CONSTRUCTION Phone: 305-892-6507 Building Department Comments NEW BATHROOM ADDITION Infractio Passed Comments INSPECTOR COMMENTS False I I I Inspector Comments Passed F Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 15,2013 For Inspections please call: (305)762-4949 Page 8 of 48 Fit �P`•"�at �'°� Y£STU'NG s E{ZG?P+EERItYG SERVICES,INC FIELD DENSITY TESL' REPORT Dateq p 7Q Job: Pro ect Name- :Project Location: _��t�,. � PROCT"OR DATA T -Wo_ ctair D Max. Dry optimum Soil Description Density Regllired �obn aetat� (7c) g t rice anon (inches): �`est f'roc. F, gift 4_ Dry % °lc �o. ,_?ao. rest E ocatac�i" t No. � Densit li�loist. ` Com . ' Result - t Vinayagar M.Balakrishnan Professional Engineer No.63307 State of Florida -. -�, SNN j v 'iiree?. swi t FL, 33180 (305) 259-9779 BUs� ROACH BUSTERS FLORIDA PEST CONTROL ASSN.r TM BUG KILLERS, INC. P.O.BOX 941285 - MIAMI, FL 33194 A SubsM-y of 1-800-761-BUGS (2847) - Fax: 305-552-0406 Lab Tech Resemch mid Development www.roachbusters.org Completion Date: 10-15-2013 TERMITE SOIL TREATMENT GUARANTEE Type of Guarantee-Subterranean Termites(excluding Species coptotermes) Project Name: Arco Construction Lot#: Project Address: 10666 N.E. 11 Ave Miami Shore Florida 33138 The building has received a complete treatment for the prevention of subterranean termite treatment is in accordance with rules and laws established by the Florida Department of Agriculture and consumer services. Bill To: I METHOD OF APPLICATION Pressure Sprayed X Dragnet FT 0.5% Demon TC Dursban TC Other Prevail 0.5% Length of Guarantee 5 yrs. X Limited Guarantee ❑ Full Guarantee Total Amount Payment Due TERMS: Guarantee: X Limited Guarantee ROACH BUSTERS BUG KILLERS,INC.agrees to treat occurrences of subterranean termite infestation for 5 year(s), ❑ Full Guarantee ROACH BUSTERS BUG KILLERS,INC.further agrees to make repairs to the structure and/or contents for year(s)following completion of pretreatment. If during the term of this guarantee,additions or alterations are made which affect the pretreatment or interfere with the chemical protective barrier or creating new termi hazards ROACH BUSTERS BUG KILLERS,INC.reserves the right to terminate this agreement unles OACH BUSTERS BUG KILLERS, INC.receives prior written notification of such additions or alterati and contracts for additional treatment to properly protect the premises.ROACH BUSTERS BUG KIL E ,INC.w' r no circumstances, guarantee the repair of damage to direct wood to earth constru ROAC 4SG)ILLERS, INC. By: 10-15-2013 o R H BUSTERS Date r Edward A. 7 5 Q 0' LANDERS, P.E. RESIDENCE XISTNG =1C.N. 4' C.L.F. Tel. (305) 823-3938 l an Fox _(305)_823-9355 ;n AZZ 10666 NE 11 TH AVENUE 4Z. jq MIAMI SHORES FL. A LOT 19 _ BLOCK 4 INDEX XISTING v! 4' C.L.F. COVER SHEET EXISTING � '•• �RAIN FIELD EXISTING-/1 C-1 COVER � / 4' C.L.F. SITE PLAN : XISTING ARCHITECTURAL �- 900 GAL D-1 EXISTING/DEMO FLOOR PLAN Ii SEPTIC F A-1 PROPOSED FLOOR PLAN j t .DETAIL/SCHEDULES STRUCTURAL AEG e i _ - 14.10- - 5-1 GENERAL NOTES 11.40 sa: S-2 FOUNDATION PLAN O O M Y g 3 S-3 ROOF FRAMING O 6 EXISTING I o O ELECTRICAL r� TERRACE N • -- E-1 ELECTRICAL PLAN r PERMIT OEM MECHANICAL SET M-1 MECHANICAL PLAN N z9.4o M NORTH EXISTING 1312744 `� TION PL PLUMBING AN AREA OF WORK ONE STORY mz" � I P-1 PLUMBING/GASPLAN NGVD0966 24.65' m° IAMN H® VILLAn a m LEGEND; o AM ® �1 S-O OF WORK 1.3'00, 17.25' ATE DENOTES EXISTING ALTER TION LEVEL II HOUSE TO REMAIN: s ZONI 1 - � BATHROOM DENOTES NEW ADDITION: r ®- EL CTRICAL AS REQUIRED -- _ MBING AS REQUIRED '11TRU RAL — ME HANICAL AS REQUIRED & ;j cr>� . APPLICABLE CODES: V FLORIDA r'°� -20 0 EDITION DING CODE-EXISTING RESIDENTIAL. 75.00' 'LE L \-14' PARKWAY IyJ z E epee i 'ii4LUMBI qG 22' ASPHALT PAVEMENT o 'CHANC,L (� � �------------------- y V` N. E. 11. T H A V E N U E f o SITE PLAN rien C ��IARIGE 7~/1 — ,70, C-1 PE AND Cotd,ffy RULES AND-REGULATIOA � Jl r - Edward A. RLANm, P.E. ONS LTI G E GI xm r I'm omM mm mmn mm Tel. (305 823-3938 Fax (305 823-9355 METE DEMOLITION NOTES: VEUEC PANEL REMOVE PARTIAL BLOCK WALL THE CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT AND ANY OTHER REQUIRED FOR NEW WALL APPROVAL PRIOR TO THE EXECUTION OF ANY DEMOLITION, AND FURNISH ALL LABOR AND MATERIALS REQUIRED TO COMPLETE THE DEMOLITION, SELECTIVE REMOVAL AND III SUBSEQUENT OFF SITE DISPOSAL OR STORAGE OF ALL ITEMS WITHIN THE PROJECT AREA. A III REMOVE WINDOW SCHEDULE SHALL BE SUBMITTED TO OWNER ALONG WITH THE DEMOLITION BID. BEDROOM k2 THE CONTRACTOR SHALL COORDINATE DEMOLITION WITH THE LANDLORD, OWNER, LEASING AGENT AND/OR TENANT AND SHALL MEET THE RULES AND REGULATIONS SET FORTH BY TERRACE THE LANDLORD, OWNER, AND/OR LEASING AGENT. DEN THE CONTRACTOR SHALL SUPPLY THE LANDLORD & CLIENT WITH ALL DOCUMENTATION REQUESTED. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION DUMPSTER AND/OR CHUTE LOCATION WITH LANDLORD PRIOR TO PLACEMENT. THE CONTRACTOR SHALL PROTECT THE ARCADE, BUILDING EXTERIOR, ROADWAY, AND LANDSCAPE FROM DAMAGE DURING SJa I I REMOVE PARTIAL DEMOLITION. BLOCK WALL THE PROJECT AREA SHALL BE MAINTAINED IN A SAFE AND CLEAN CONDITION AT ALL TIMES, IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION, COMPLY WITH Fly APPLICABLE REGULATIONS,tAWS AND ORDINANCES RELATIVE TO REMOVAL, HANDLING,AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION. NOTIFY LANDLORD AND BATH OWNER IMMEDIATELY. ALL ITEMS OF SALVAGEABLE VALUE AS DETERMINED BY THE CLIENT, LANDLORD, LEASING Av. AGENT AND/OR TENANT SHALL BE CAREFULLY REMOVED, SURFACE CLEANED LABELED, STORED AND TURNED OVER TO THE OWNER AND/OR LANDLORD. IF LIVING ROOM DINING ROOM I BUILDING STANDARD. K TCHEN RECONNECT ELECTRICAL OUTLETS AFFECTED BY DEMOLITION TO PANELS AS REQUIRED BY CL ® NEW LAYOUT. TERMINATE EXPOSED CONNECTIOS PER N.E.C.ANY PLUMBING ENCOUNTERED IN AREA AFFECTED BY DEMOLITION SHALL BE CAPPED TO a REMOVE EXISTING INTERIOR PARTITIONS AS INDICATED ON THE DEMOLITION PLAN. 13127'44 0 0 ALL FIRE PROTECTION DEVICES SUCH AS HORN STROBES, PULL STATIONS, SMOKE 100 DETECTORS FIRE EXTINGUISHERS. HOSE CABINETS ETC. SHALL BE SALVAGED, LABELED AND ®� STORED FOR RE—USE. FIRE ALARM SYSTEM SHALL BE MAINTAINED IN OPERABLE CONDITION. BEDROOM N1 Y � ALL LIGHTING FIXTURES ARE TO BE NEWS. CONTRACTOR SHALL COORDINATE DEMOLITION WITH CLIENT SPECIFICATIONS AND TENANTS STUDIO DRAWINGS. COORDINATE WITH CONSTRUCTION DRAWINGS PRIOR TO BEGINNING DEMOLITION. CONTRACTOR SHALL PATCH AND REPAIR ALL HOLES IN THE SLAB TO AN AS NEW ACCEPTABLE FINISH TO ALLOW FOR A PROPER INSTALLATION OF FLOORING. CONTRACTOR SHALL PATCH AND REPAIR ALL CURTAIN WALL MULLIONS AFTER REMOVAL OF EXISTING FRAMING. SEE ELECTRICAL, MECHANICAL & HVAC PLANS FOR FURTHER DEMOLITION NOTES. PREPARE THE EXISTING CONCRETE SLABS AS REQUIRED TO BE EVEN ELEVATION THROUGHOUT, SMOOTH, CONTINUOUS LEVEL & READY TO ACCEPT NEW FINISHED. THIS EXISTING/DEMO FLOOR PLAN DEMOLITION LEGEND. INCLUDES "FLOATING" CT UNACCEPTABLE EXISTING SLAB REQUIRED, FILLING SLAB AT HOLES OR IMPERFECTIONS LEFT BECAUSE THE DEMOLITION OF WALLS. THE EXI STING AND NEW SLABS BEAT THE SAME CONTINUOUS ELEVATION. SCALE.,1W 11-01 DENOTES EXISTING THE DISPOSAL OF ALL DEMOLITION ITEMS TO BE BY THE CONTRACTOR, HAULED AWAY FROM THE SITE. OWNER RESERVES THE RIGHT OF FIRST REFUSAL. Lu TO REMAIN: DENOTES EXISTING ----------- CONTRACTOR TO CAREFULLY REMOVE AND STORE ALL DOORS AND FRAMES THAT ARE TO BE REMOVED: _ INDICATED TO BE REMOVED FOR REUSE. VERIFY ALL SWINGS WITH FLOOR PLANS FOR POSSIBLE REUSE OF EXISTING DOORS AND FRAMES TO REMAIN, POWER TO BUILDING SHALL BE MAINTAINED AT ALL TIMES. COORDINATE WITH LANDLORD 72 HOURS PRIOR TO PROPOSED INTERRUPTION. COORDINATE WITH LANDLORD PRIOR TO ANY WORK ON BUILDING SHELL AND ROOF SYSTEM. ' 1 1 Lu 45 REMOVE ALL WIRING FROM DEMOLISHED RECEPTACLES TO SOURCE PANEL. REMOVE ALL ABANDONED WIRING. O Q u. LUZ t'O uj zt y L D-1 w-v EXISTING Ra.A�oTmtt Edward A. A/C UNIT / LMDERS, P.E. S L G errs rruvawsw i METER aeat�� THIpC MATERW LOCATION TdAND ELEC PANEL 1-1/4° YY00D SWING INTERIOR Fac (308 23— 398 WIN CS HEDULE OPS, �Yp E SIZE FRAME GLASS (Aj / MARK i M N MAT. FINISH Fp(ED 16" 4D° 1 ALUMIN PAINT CLEAR H. IMPACT % CL 2D Ok TOP SECURELY ATTACHED TO STRUCT. ABOVE A JUN, / oPm 909ooe 60TH SIDES /•/ / '/// // /:' Y8/B°JEEL STUDS 20 OA. PERMIT l�rr SET 2x8 �%/ /• , //�/� / ./i� /,.i „ �,,' / /-' i •%% /�' � was 4392744 STUDS 20 GA. SECURELY ATTACHED TO CONCRETE FLOOR AND ROOF FLOOR PLAN SCALE:U8•=1'-0• I"ROW--\ META AS PER FINISH SCHEDULE STUDS 20 GAUGE TV EXmTIN0 FLOOR TYPICAL PAR-MlOW REINFORCEMENT FOR WALL-HUNG (ABINETSfPLUMBING FIXTURES (TYP) METAL STUD WALL DETAIL j; •/ / j / ' ' , � ,////- /- / scaLeNTS soA�w N78 W —WALLS IN SHOWERS AND BATHTUBS MUST I zi Q ACK ELEVATION NEW AO BE FINISHED WITH SMOOTH, NON LQ :z / / ABSORBENT SURFACE UP TO 70 ABOVE h THE DRAIN INLET. 1� qty PLAN LEGEND: /� LL L L LLLLLLL LLL L LL —SAFETY GLASS CATEGORY II FOR SHOWERS/TUB 1 wW ENCLOSURE AND GUARDRAILS eP,. EXISTING TO REMAIN /j, � � —SMOKE ALARMS ACCORDING TO FBC R313 ,� / AND FBC E 904 NEW 4° PARTITION WALL / Q�'g —PROVIDE DUROCK DENSHIELD ON WET AND �� NEW 8° CMU WALL DAMP AREAS a. IDE ELEVATION , J �3�� scALE:T/8"m,'-Cr ® A-7 y GENERAL STRUCTURAL NOTES Edward A- (Florida Building Code-RESIDENTIAL 2010 Edition) P•� G E N E R A L. STRUCTURAL OBSERVATIONS: REINFORCED MASONRY WALLS: STRUCTURAL Uif00D 1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT. DESIGN AND DGTENT OF THE WM AND ARE PARTIALLY 0AGRAMMATIC. THEY 1. THE ENGINEER-OF-RECORD SUBMIT A 1. HOLLOW LOAD-BEARINO MASONRY UNITS SHALL CONFORM TO ASTM 0-20. Tel (3055) 823-3938 ARE NOT INTENDED TO SCALED FOR ROUGE-IN MEASUREMENTS OR DO STATEMMENT,Af THE COMPLETION OR THE CONSTRUCTOR WORK IEOAROING TYPE I.GIRADE N SWAM END.WITH A MINIMUM AVERAGE COMPRESSIVE 1. TO GfOBG 10 RULES OF THE INMNUFACTUI#R$ASSI)pA11O1 UNiffR Fox (308) 823-9388 SERVE AS SHOP DRAWINGS CIIR PORTIONS THEREOF. THE CGMPLLANCE�'THE YUfkM WITH 7HE.APPROVED PERMIT PLANS(.F.B.Q 5TRENGTFH OI NET AREA OF I'DrJ 808(PS). WHOSE RULES THE LIBMtER!S PRG It2'D. {S'E SUPPLEtFS SPEG7FICAllO1S). Z ALL DETAILS AND SECTIONS SH WIN ON THE DRAWINGS ARE INTENDED TO OR 2. IN THE EVENT THAT THE ENGINEER OF RECORD WERE NOT RETAINED TO 2 10 BE AIR ORED,VU SEA5O0 AND MARKED AT MILL. TYPICAL AND SHALL BE CONSTRUED'f0 APPLY TO ANY SIMILAR SITUATION PERFORM SnM.MNAL OBSERVATIONS.THE OWNER AND THE CONTRACTOR MUST. 2. SPECIAL INSPECTOR SPACES ARE REQUIRED FOR ALL REINFORCED ELSEWHERE ON THE PROJECT,EXCEPT WHERE A EFFERENT DETAIL OR SECIIC'R NOTIFY THE BUILDING DEPARTMENT AND OBTAIN AN APPROVAL OF THE ENGINEER MASONRY CONSTRUCTION. THE OPWAL INSPECTOR SHALL INFECT THE &E&34.0�XE NO.2 SOU1IM PIN£.UTILITY C MGM FIR OR WEST COAST IS SHOWN. DW ED TO PERFORM THE INSPECTIONS,BEFORE START OF ANY STRUCTUREW. PLACING OF THE(OARS IN THE CELL ,VERIFY CLEANLINESS OF THE CELLS TO S FRIOR TO START OF CONSTRUCTION,THE tXXN1RACT 7R AND ALL THE WORK BE GROUTED•AND OBSERVE THE PLACING OF THE GROUT OR CONCRETE INTO StIBCO1TRAGTORS SHALL VERIFY ALL( qp�g,LINES,gyp g,DIMENSIONS AND 3, tT S THAT THE ENGINEER SILL NOT BE HELD RE'S+ONSIBLE CELLS.a 4. ALL SiRUCiURAI.WOOD To BE MACD MIR(4)SEES(5-4- NTH A ATE EXN CONOntM5 AT THE JOB SITE WITH iF9E PLANS APm SO SO ANY OB THE CONTRACTOR'S WORN(WHICH WAS NOT PROPERLY 3 MORTAR B9AU CONFORM TO AS1M 0-270.TYPE'M'OR V. MUM FM 51T�$S III BflNDpNG�1200 P S•I.AND A%r um CATIONS THEY SHALL REPORT ANY INOONSSTENq�OR ERItORS M OBSERVED BY THE ENWgM-OF-RREECORD(OR HIS REP TAiiY�OR FOR CONTENT OF 15 PENT. THE ABOVE TO THE AtTC01ECT/�GtEER 8 COMMENCING WWORK 'TE ANY WORK,APPROVED BY THE MRPECTINO (OTIHER THAT THE ' 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WiTH FACE SHELL !< CONTRACTOR AND HIS tRACTORB SHALL LAY OUT THEIR.9 ilK FROM ENGPEER-O-RECORD)WHICH MODIFIES OR diANGEt THE SIRUCiURAL PERMIT MORTAR BEDDING & ALL LIAR AND PL IN CONTACT VO H CONOM ITEM EBTASUSED REFEREMOB POINTS At0 BE REON9BLEBALL LINES RECORD ODCIJA�FI1& ELEVA1fONS AND MEASUIEMENTS IN CONDNEf`TIOR WITH 719EIR W018t S• MASONRY ANCHORAGE 10 CnINfi$FIALL PROVDED BI MAbONRY OR OOBR 1$MENTAiRXIS MATERUOS 51NALL TtEATED 10 4. ff ANY ERItORS OR OMISSIONS APPEAR IN 1HE.DRAWIPIGS NOTES AtXXORDANCE WITH STRUCTURAL GS AND DETAILS. COMPLY Y W11H AWPA STANDARD LP-2 OR OTHER DOCUMENTS,THE CONTRACTOR TOHALL NOTIFY THE 4N1�IN 8 TIHE USE OF ADltlX1URE8 SHALL NOT BE PETBMITTED NTHOUT PRIOR REVIEW B S10tff ALL lLOdR ABVE GRADE OR ROM STACK TO ALLOW T AR Z�G TME�,N�F STRUCTURAL DESIGN CRITERIA: OF TME 1MN CIN UIM AND PROEM FROM WIND WIN SUITABLE COVER GIVE 9 AN ADVANCED MUTICE fE SMALL HELD R# oNSKBLE FOR THE I. THE DEIGN COMPLIES WITH THE REQUHREMEINTS OF THE FLORIDA L ANY SUCH ERRORS OR CXdISSONS AND THE tXOST OF RECiBYONOi � n s LATEST TEST 7.a) asM a-81B PER PQNFORL�GQ SECTION. EDITION AT THME OF PERMIT WOOD TRUSSES: . & THE CONTRACTOR SHAD.USE THE STRUCTURAL DRAWINGS AND (8) WHEN A FOUNDATION DOWEL DOES NOT LONE UP V41H A VERTICAL COW IT S°ECIFICAnONS TOGETHER NTH THE AROITEMWA.MECIA IM 2. VM LOAD CRITERIA: GM-*0,18 ALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES THE 6IItM DOM RWAM THE ENS- -REt i1 TO In=WITH ALL ELECTIBCAL AND OTHER TRADE DRAWN AND SHOP DRAY WpCSb,,TO LOCATE, VERTICAL FOR ALIGNMENT, EVEN THOUGH IT I$IN A CELL ADJACENT TO THE S.SLOPES,DRAINS,CXIT.ETS,RE<ES5E6,CPENMa BOLT BASED ON ANSI/ASCE 7-10 800 WIND VELOCITY 178 MPH• VERTICAL WALL FORCING. REtXXHp PLANS COMPLETE TT m FR4=PLANS,MMUODtG ALL comm TRN SI f S DIMENSION S NO7iFY.ARCIIfEOC M OCCUPANCY CA CORY O(AT HURRICANE O2EANLDET.EXPOSURE V. , AND WADANC DATA,TO THE NG OPARMENT FOR POEM. THE 11110 WRITING,OF ANY POTENTIAL BEFOG PR 0 NTH THE WA7RK C VFRTICN.REMPORQNG STEEL SMALL BE PLACED CENTERED IN THE CELL DESIGNER-OELMIM ENT ER MUST FOLLOW THE LAYOUT OF THE TFOI�S 3. ROOF DESIGN LOADS: (SUPERIMPOSED) L 48 BAR-DIAMMRS. PROVIDE BAR SPACERS AS.RE4lM 70 MAINTAIN AND GMtDER-TRUSSES AS SEEM ON THE SiRLMM FRAMMIO PLANS IN THE DEAD LOADS: ........28 PSF RFMFORCWO SECURED'IN POSITION. EVENT THAT THE TRUSS DEIGN ENGiDM RECM A CHANGE IN TIE LAYOUT.. r SHOP DRAWINGS & DELEGATED ENGING: LIME LOAM- 30 Pte• HE MW CONTACT THE ENCIUMt-OF-RiE06�A(AS SOON AS POSSIBLE AND WRONG 4. FLOOR DESIGN LOADS: ( ) �D) vEaTICa.REt�ORCEMENT SHALL BE PROVIDED AT EAOR SbE OR OEoENMGS THE�tIN NO PROVIDE THE PERiBEPNT ew1�UTiON(L item ANO I. ALL SHOP oRawMOS SHALL�.SUBMITTED FOR ENGINEER S REVIEW ONLY DEAD LOADS S:- 28 PSF WALL AT WALL OnERSECTIOS COO101S AND ENDS THES REONFORCNO MACMIIJSE O�)TO THE ENS-OF-TEGSERD. AFTER THEY HAVE BEEN 1HOtt0UGO.Y REVIEWED BY THE CONTRACTOR FOR LIVE LOADS: .......40 PSI: S1HALL 11HE SANE SIZE AS 11HE SCHEDULED WALE REMIFORCENQ FOR THE PARIIWLAR WALL BUT NEVER LESS TITAN LINE UP PROPERLY AND A IN 11E Ei�R THAT SIX21 fNA11dN D�NOT TAKE PLACE,It 10 . AM SIAWSD METHODS,THE ONTRA TO ADD APPROVAL TIRADE TAKEN 1O'INSUDE THAT 0118 TO BE OR AND STAMPED WITH THE CONTRACTOR'S APPROVAL STAB. 11E EN CLEAN tR EXCESS MORTAR PEf88TTDIG O 7HER��ECi THE ITiW�t OR COi1RAC1OR SHALT PROVIDE 11BfSS ASSU ME`S NO RESPONSIBILITY FOR DIMENSIONS.QUANTITIES,ENOtNEEBNG SHOP ORAWMG FtXt RF'V�L FM TO START O FR>TDBIATDN CM7RUCiOR. DESIGN BY DES0ATE0 ENGINSERS,ERRORS OR OMISSIONS AS A iESILT O• CONCRETE,L A.N D REINFORCING:. . (ET T�2 OB _ ��¢VERTICAL I N_CONCRETE FILLED cELLS WHERE TTE sBNGTBRaN.Zed O RIND,WELL K MDDDn TD All' REVIENNQ MOP CRAN0N65 ANY T3RROR5 OR ONUS MUS 1E MADE MASOBtY LAPS ARE TO BE CALbULATED tPDT 7EE1t A711F1 CUWDSED ON 1FE Sim AND NEW FRAMING PLANS GOOD BY 11E CONTRACTOR,IRRESPECTIVE OF RECEIPT.CHECKI NO OR RLMEW t. CONCRETE DESIGN AND REINF ITT M,N�RDANCE NTH°BUILDING AO 830 ACT.2 t17&EQ.2-S _ TELL BE (AT A COST} C URAYWNGS BY 111E EPIGNEER AND EVEN THOUGH WOW IS DCME IN COTE 13 FOR REMFOtCED OON ACtX7RDAl0E WITH SUER DRAWINGS. .AND WITH TAUT AND DETALLMO CONCRETE SIT' (FT ALL VORTICAL REINFORCING SHALL BE HOCKED INTO 1HE BOND KAMR AT 2. BEFORE SIRUCIURAL INSPECTIONS CAN 08 MADE ON A PORTION OF THE TIKE NON-CONTINUOUS END OF THE OBBARB. NO SS FRAMING LAN HAVE 0 AND SBNR DINAIE O AND FLGO(E STRUCTURM ALL RELATED SHOP ORAWINOS,DELEGATED ENGNMR N0. HBlSS FRAfiBNG PLANS NAYS BEL?N 1MD IND AND tXI INAIID NTIH THE PRODUCT APPROVAL,MANUFACTURER's DATA AND OTHER RELATED Z ALL CONCRETE YWRIG IN ACCORDANCE WITH'SI'EOEiCATIONS FOR (6) �F�R�O�ADE ON9+EC11GM HOES AT THE 80TGOd OF EACH REINFORCED IVFORMAI�N,MUST BE REVIEWED AND ACCEPTED BY-THE STRUCTURAL CONC BALDING" MASO'IRY�,L,SIFTS SHALL NOT BE HIGHER THAN B•FEET PER FBC 84407.8.10.8 ENGINEER-OB-RECORD AND APPROVED BY THE BUILDING DEPARTMENT. PRODUCiGOI f COI OEIIVEIRY,FLAGIINO AWC CURING TO BEM 1. OffipNED AND F1�ECAlETI M ACCORDANCE 1ETH-NATIONAL GqN ACCORDANCE NTH'HOT TFER tX1NCAEtINO` SPEC&ICATIONs FOR Si1T135 BRADS UAW AND ITS FASiINW BY NFPA . 3. ALL SHOP DRAW"WALL CONTAIN THE MINIMUM INFCRMAnOt, & HORIZONTAL REINFORCING: �I QU1ILNED IN THE F1.ORIOA BUILDING CODE A ALL CONCRETE M BE F MULAR WFyHGHT NTH A DEIGN S11i1TI07H OF 8,000 PR01108 OALVANIZm!�CANNEL L TYPE HOOZOITAL JWINr REINFORCING y 1 STALL DESIt2NE0,9g1E0 AHD SEINED BY A FLORDA RE'OSLEfED P:lTJ:AT 28 DAYS. MAOWMUM SLUMP 4. EVERY lEKXOIND Bf.GCt G RBE(1-4"O.C.VERnCZALl1��__LAS 7-1/2'' PoROVGE PR �EKOERIM�SMALL LE ASSI M AS A DELEGATED LTRG FOR .. SPECIAL HORIiCN�TAL 0 AT Y MID"L M iION. L•HIOR lO 4. ALL DELEGATED ENC�t'S SHOP DRAWINGS 5FIALI.COMPLY WITH ALL THE 0. ALL REINFORCING W EE NEW BIJEr STEE•CONFORMING TO THE LATEST t'O,uMN3<W1H MP441UM 4'EXTENSIOF INTO AREA qF POUR. THE(D+IIRACTOR THE T/ET,EGAIID ENGiNEFA DEIGN AND DDIDAIE OR THE SHOP R'OUIRQMEINTS OB THE FLORIDA BUILDING CODE A.£TAL A-818 GRADE 80.FABRICATED IN ACCORDANCE NTH QR.SJ..MANUAL OF ORAWi�(8S ALL 1R o coxi;m )S.TIDY PADLMi,StIDGNG,HAROWA�, SHOP 0 WINOS SHALL CONTAIN ALL INFORMATION SHOWN ST ACnCE ACCORIOANOL WITH LAP!d?I1KE & PROVIDE.'DOVE-TAO.'ANCHORS AT 16'0.Q VERTICALLY FOR ALL MASONRY METAL HANQM MCHORS AND METAL SHARES AS LtE BY DEIGN OR AS ON TFE STRUCTURAL PLANS(RELATED TO THE DELEGATED DESIGN)INCLUDING A 318-02 5&12.23,30.8 MM PLACED ADJACENT TO ALREADY HN PLACE CMAIMN& WICAIED ON THE PLANS. ALL METAL PARIS TO BE OALVAN M ALL DESIGN LOADS.IN ADDITION TO THE INFORMATION REWIRED BY THE DELEGATED ENCHNFER'S DESIGN., & _.CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWNGLrx 10. FILLING CON SHALL BE'PEA DOW CONCRETE MIX(6'TO S' 3. SHOP ORAMKCS SMALL COMPLY VO THE FLMA "demo S. THE ENGINEER OF RECORD SHALL REM ALL%CP DRAWINGS,PIEPARED AND ( &SIDES)...... S LIMP)OOR GROUT NTH fc-3.110D PSI MIN.AT 28 DAYS �pDO tom,DRUG L10�7CATION O M FRAMING G THE ONE > AND SEALED BY TIE CONTRACTOR'S DELEGATED ENGINEER,ONLY MR GRMF BEAMS: (BOTTOM) •'...31 ....2' 11. LMTELSs SHOW ON THE SIRUCTIRAI.PLANS BNLICAIING All. SIRAGIPX3 HAS GENERAL COMPLIANCE NTH THE DESIGN INTENT,REDEEM LOADINO AND SHOWN ON THE SIiBICNRAL PLAINS AND INDEVIIUAL MOOR BRAML COORDINATION WITN THE STRUCTURE DEEM BY THE ENGINEER OR RECORD. FXTE1aOR SASS ON GRADE: (BOTTOM) ... 2' a. THE CODRACTOR SHALL PROVIDE PRECAST CONCRETE OR CAST-M-S! L rm 6. TRACTOR SHAT.SUBMIT 1O THE FONONE[32 OF RECOIL ONLY ME SET O �) ...•. 1-1/2" AT THE HEADS OF ALL OPENINGS IN MASONRY WOWS NOT EX-CEEDNO SIX(8)FFEi 4. 1RUSS DESO,ER EH�NEER SMALL INDICATE THE NET UPLIFT IEACTNOE SEPIA ONE SET'GF BLUE PRINTS OF THE STRUCTURAL SHOP DRAWINGS FOR COLUMNS AND BEANS (10 THE TES) 1-1/2' IN WIDTH MERE BEAMS NAVE NOT BEEN SPECHIED. FOCI a ADJACENT TO FOR FACT 11RUSS AND GBDER TRAP EACH TOURS SHALL BE STRAPPED 10 THE MIS EN REVIEW,BEFORE STARTING FABRICanoN THE ENGINEER WLttM CONCRETE -THE LATE.SHALL BE CAST-91-PLACE WITH THE KXILUMN $1{pppRr WITH A HLLROCANE STRAP{AS PER DEIaD ON FT.ANiTff sRE O S1HAP THE MARKED-UP AND STAMPED SEPIA lO THE ARCABiEQT:IX SEPIA & COLUMN REMFORCOAM DOWES Ta BE SAME SZE AND NUMBER AS B. UNTIL MAY BE INTEGRAL WITH THE STRUCTURAL OR TIE BEAM WEN HEAD OF AND AMOUNT E MASS SHOP �SEIJ CC1E0 BASED OR 7IE DATA O THE tXM1ES SHAD,I USED 70 MAKE PINTS As FOR HE SHOP DRAINING VERTICAL RSBARS ABOVE, THE OPFNINO IS 10 INOM OR LESS BELOWV COCTINUE BEAMS TYPICAL BOTTOM STRAP AND THE 1RUS8 SHOP DRAWINGS OSTRIBUTION. SETS OF BLUE PRINTS(WITHOUT SEPIA)VUL NOT RE ACCEPTED. PROVIDE RIGD TEMPLETS FOR DOWEL.LOCATION. PROVIDE STANDARD REBARS TIMCH AND ADD 2-#5 BOTTOM TRUSS BARS AT DROPS.AND 2-N13 STIRRUPS & ALL SEATS FOR THE W=MM TTTUSSES HAVE ROM S>P:CPRFD BY ED HOOPS AT TOP OF ALL VERTICAL REINFORCEMENT AT NONCONTNNUQUS AT S INCHES QQ EACH END AT DROP. COLUMNS(U.O.N.).SEE ATTACHED TABLE FOR SPLICE LENGTH LACERS,IN COW I N NTH LOCATION AND LOADWO INFORMATION CONSTRUCTION MEANS.AND METHODS: LAP SPLICES FOR BEAKS AND f OLMIS PER AG 318-08 CHAPTER/tz Q MINIMUM BEARING FOR ALL LINTELS 8INCHES EACH SIDE 04 PROVIDE DOWELS PEM VDED ON THE PRE-ENMERED WOO MISS 91OP IR OO& AND POCKETS IN ADJACENT CONCEI COUMNS. 7. ALL DOWELS FOR COLUMNS SHAW.RE SECURES IN POS110N PRIOR 0. LINTS TO RE MINIMUM OF 8 DEEP NTH 2-�q.1C�AND BOTTOM FOR GEAR & fHE SiRIlCiLIRAL PEAKS INDICATE AM THE RE LAiiRAL PSIMANENT I. THE CONTRACTOR IS Rla>QON984E AND SHALL'CXXMpLY WITH THE SAFETI tXXNt REnNQ PUSHING THE DOYlE S INTO IIOSTION IN YET CONCRETE S NOT Y BRD6tt0,AS BY THE PLATE INS1flLITE'. TRUSS REQUIREMENTS O'THE FLORIDA BUILDING OWE AND PERMITITD. SPANS LESS THAN 8 FFdi;12 NICHES NTH S 2-JIS GREATER TE AND BOTTOM AND 2-/3 ENGINEER OffORIdAl1O}AND 5T10W ON PLAIN ALL LA71lRM ALL LOCH,.STATE AND FEDERAL LAWS Sp�TIRyR�C,IRB�NIL,G iNCH&T3 QQ EACH END FOR SPANS OREAHER THAN 8 FEES TO 8 BRA NO OF ANY TEIM INDIVIDUAL MWM AS BY TRUSS 0l�ON. 8, BEAM RENF08CENENTs LINTELS ENdt&ER FOR SPANS LAIZtaER THAN 8 FEET'WITH NO BEAHMB Z PROVIDE ALL SHORIN0.SPACING AND SHEETING AS REQUIRED FOR SAM". (SEE BEAM DIAGRAM ON PLANT. POTTO M BARS SPLICED ONLY AT SUPPORTS,TOR o 'I�0�• STRUCTURAL STABILITY AND FOR THE PROBER EOECUTION OR THE WOK BARS SLICED ONLY AT MD-SPAR. ALL TOP BARS HOOKED AT NONCONIINUWS 7' TRUSSES Ste• O PLUl18 OF PIAIE REMOVE WHEN WOW 15 OOMPlENO. ED(#S(U.O.N.1 ALL HOOKS TO BE STANDARD 2G OE�E HG AS REQUIRED At11ERANCES.AS PER THE'TRUSS PLATO ERARME'(SLBE9N E THE OR FR MO} N.OJN}SE ATTACHED TABLE FOR SPLINE LENGTH ANY 7CS). EXr�DI61HE 5 1O ERANtE MUST tEALI6NED OR 3 PROVIDE AND HAMrrAIN WARD LIGHTS AT ALL BARRICADES RAILINGS, �• OBSTRUCTIONS IN THE SiRELTS ROADS OR S10EWALKS AND ALL iREPRt21ES OR 6. ADDETD REINFORCEMENT PVVW gppIT1ONAL CORNER BARS BENT 38 SPLICE LENGTH PER ACI 318-08 PITS ANAL,=T TO KEA WALKS OR ROADS. MOM MINIMUM EACH WAY AT°C. AND°1'CORNERS IN OUTER FACES,OF ALL & INSTALLAIN OF iRUSSS LOW THAN 33 FT.OR WO THAN 6 FT.SMALL �` ) BEAMS TO MATCH ALL HORIZONTAL BAR(TOP.601TGM AND INTERMEDIATE BAR SIZE SPLICE LENGTH BE MADE No In WECT SIOPE VM of A LICENSED BUILING(R O]NE M -4. AT ALL WES•PROVIDE PROTECTION AGAINST'WEATHER,WIND. DEBARS)• . SIORHCS OR THE 5UN OD AS TO MAINTAIN ALL WORK,MA APPARATUS BOTTOM BARS TOP BARS CONIRAC1O2 OR A LICENSED S1RUCIURAI.ENWNEER OR ARGUIT'Cl: AND FIXTURES FREE INJURY OR DAMAOB 10. SEE PLAN FOR MINNUM SZE CONCRETE TIE BEAM REQUIREMENTS 8 AT THE END OF THE DAYS WORK.COVER ALL WOW LMMY TO BE DAMAGED. 11. TIE BEAM&OWE BEAM SHALL HAVE CORNER BARS W/30'BEPDS A10 70° 111' ANY WORK DAMAGED BY PNL.URE TO PROVIDE MOTION SMALL BE g6 82.2• BOB• PLYWOOD ROOF DIAPHRAGM: REMOVED AND REPLACED NTH NEW WORK AT THE CONTRACTOR'S EXPENSE• 6. * THE CONTRACTOR SHALL PAY FOR All DAMAGES TO ADJACENT PROPERTY SOIL STATEMENT �B 88.1' 711.6' ): ROW DIAPHRAGM 9R4LL COMPLY WITH THE DEIGN RECOMIIE•DATTOS O THE NATURE AND CHARACTER OF THE SOL CONDITION BENEATH THE X17 48.2` Sze BUILDING CWE �(ALICE- AND THE FLORIDA STRUCTURAL FOOTING HAS BEEN OBSERVED TO HAVE UNDIMR13ED SAD AND ROCK PRESUMED TO HAVE AN ALLOWABLE BEARING CAPACITY STRUCTURAL DESIGN CRITERIA CF=1S'Ar THE TINE OF CONSTRUCTION,A FLORIDA REGISTERED (CLASS B SPLICES) Tr PLYLM008 RODE uENxDtc ill BE iS/32'ADM 1NI SMALL EN SHALL PROVIDE A SIGN.AND SEALED WRITTEN REPORT SE CONTINUOUS OVER TINA OR MOTE SPAN$,TW1H FAG£GRAIN WIND DEIGN: ASCE 7-10 V YNG � DI.S BEARING VALUES.STATING THAT THE SOL BEARING PERPENOXAIIAR TO THE$OPPORiS. U.-175 MPH APPLICABLE CODES 3, PLYWOOD IXAPLRGAOM TO•STRUCTM WITH Nod CALK NaLLS, I m 1.0 1.FLORIDA BUILDING CODE 2010 EDITION SPACED AT 6 O.G.MAX AT SUPPORTED�AND AT M 0.C•ALONG TIE !�•' N 0.18 TERMITE PROTECTION COMPLIANCE L A.C.T.318,06 FGk REINFONCFUO CONCRETE. WNIOIM�IA>E BUILDING CATEGORY I GENERAL.CONTRACTOR TO PROVIDE A COMIGATE 3.A.C.I.318-08 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT CABLE ENDS NAIL SPACING SHALL BE 4"-ON C�N1LTt8 MAX" OF CONPLWNCESY LICENSED PEST CONTROL COMPANY MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. GRADE 51FE4: (80 KS) AS CONTAINS THE FOLLOWING STATEMENT 4. INSPECTIONS Y WWTH 11E FLORIDA BUILDING iXWE AND. Bt2.T5: (A32s) AS PER FBC 2010 SECTION 98t8.1.7 4.aCJ.830-08.AND aC.i:830-1-GIB FOR RL7NFORCED MASONRY MINTY XVUS07S FOR INSPECTIONS�1'THE COUNTY.ARGDIM OR S.A.I.S.C.STEEL CONSTRUCTION a&D.FOR STRUCTURES STEEL NINTH EOITIOL ENGINEER)O SPECM COMEPWO S OF THE R�STRUCTURE WAIRINO ►+ CXMCREIE: (5000 PS) "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT 2.ANSI/AWS.01.4. DiI'EC'lIO1S ` • R®AR: GRADE 80 FOR 112E PREVENTION OF SUBTERRANEAN TERMITE TRFATIMENT S IN ACCORDANCE WHH RULES TWO LAWS 7.AS.QE.7-10 FOR WIND ANALYSIS AND DEIGN ESI'ABUSHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE &A.&T.M.STANDARDS AND SPECIFICATIONS AMERICAN SOCIETY AND CONSUMER SERVICES" , FOR TESTING AND MATERIALS S.AMERICAN FOREST AND PAPER ASSOCIATION: NATIONAL DESIGN SPECIFICATION • FOR WOOD CONSTRUCTION(N.D.S.) lj/(((JJJ••• �1 1Q APa THE ENGINEERED WOOD ASSOCIATION. 11.NATIONAL PEST CONTROL.ASSOCIATION STANDARDS. I Edward A. PRM=1-06 DOWEL NEW -------------------i •.. .. •.•.: wo Comm N/Elva OMIT LANDERS, P.E. I i------------ ------ ear. ; e� e wzoNra ts o �m As (LADDER TYPE) F.�. fiSs3 .2�r e�m a e wn� B BAR IN FILLED CELL C� DROM Cx am MLL q a. , O L x � ml NOKDE 1- Nro BMW w/ GROUT e•x S'x te" I ; I i ;a ,•. CONCRETE MasoN LRB RE I I TC-2 REINFORMENT WALL DETAIL DETAIL MASONRY WALL NTS XTS I 'j, CONCRETE TILE TO MATCH EXISTING Ij f JUN N 7 c'" �3 5/8" PLYWOOD W/10 d r Sao NAILS 88" O.C. INT. ' I i & C O.C. *BOUNDARY � ' I 2X8'S ®° o EXISTING ROOF---., PERMIT 016" O.C. ROOF JOISTS 12 SET NVRT 20 Wx4' MIRATEC TRIM r EXISTING 1312744 BEAM "4VER R-19 BATT MET INSULATION P D V EDGE OVERALfx2" PT. t� I 518" DRYWALL TB-1 No 9 GAUGE HORIZ TRUSS REINFORCEMENT __—- — — — — — — — i ORIGINAL 1'x4' PT WOOD AT ALTERNATIVE COURSES ----------------- EXISTING FIRE STOP APPRMW BY WALL STUCCO FINISH ON CONCRETE FOUNDATION / FIRST FLOOR PLAN BAR IN FILL cELL BLOCK WALL SCALE:116-=1'-Cr BEDROOM BATHROOM " 1•. 8 C.M.U. WALL A 5/8" DRYWALL FINISH OVER 5 AL—FOIL ON WOOD STRIPS FOUNDATION SCHEDULE 0 16 O.C. ON COONNCRETE BLOCK WALL W PLAN LEGEND: 12" X 16' W/ 2-#5 BARS eon W/ R-7 WF-18 #5 TRANSVERSE BARS ® 24" O.C. 4' SLAB 1'X4' P Ito Tj'TIT�l INS �� W000 W/ X8X10/10 WWF 5" BASE ' DENOTES NEW B• EXTERIOR COLUMN SCHEDULE EL. NGVD+9.37 W Q g,�,��, ORIGINAL EXISTING �� O_ EXIST. FOUNDATION ----------- TC-1 8 X 12 W/4 —�'3BARS & �3 TIES ®12" O.C. FLOOR . : STING TERRACE w �iR A a•r O LUO TC-2 1 - 8 BAR IN Fill CELLS p5 BAR \�\ %; \�/% x L'IL NEW FOUNDATION ------ [FO x y 8" VISQUEEN W/Stag o OMPACTIN TO 95%DENSITY TERMITE PROTECTION STATEMENT: Z TERMITE TREAT SOIL (TYP) co TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERNIMCIDES, LQ INCLUDING SOIL APPLIED PESTICIDED,BAITING SYSTEMS AND PESTICIDES APPLIED d TO WOOD,OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED WF-18 0 W Q FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. ORIGINAL EXISTING O UPON COMPLETION OF THE APPLICATION OF TERMITE PROTECTIVE TREATMENT FOUNDATION A WALL SECTION A"CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY. $2 SCALE:3/8-=1'-0" I� �+ V// S-2 PLAN LEGEND: Edward A. LANDERS, P.E. EXISTING RESIDENCE , TO REMAIN NEW ADDITION (3pg g�� ORAwrr Fri (3083 823 930 o I I ' 1 2 X 4 CHORD � BRACING WIND PRESSURE ZONES FOR ROOF I ZONE I I i ' 98 J IS F 1 GROSS -36.6 -63.8 -63.8 UPLIFT 0A a I GRAVITY +10.0 +10.0 +10.0 I II NET UPLIFT -26.6 -53.8 -53.8 , ' ROOF TRUSS DESIGN LOAD ' JUN Z 13 ' LIVE =30 PSF DEAD =25 PSF 1. I TOTAL -55 PSF - oo NET WIND UPLIFT SEE SCHEDULE PERMIT oll I ' SHEATING: 5/8" PLYWOOD SHEATING SET 1 NAILING: 1OD NAILS 0 4" O.C. EDGES & 6" O.C. INTERIOR U.O.N. ' 1392744 BEAM SCHEDULE •� I lo TB_1 8 X16 W/2 —05BARS TOP & BOTT W/#3 STIRR ®12 b O.C. I CONNECTOR SCHEDULE UNIT TYPE DESIGN UPLFT ALLOWABLE UPLIFT NOA a NAILING ROOF FRAMING PLAN Q NVRT 20 475# 1125# 08-0326.11 7-16d NAILS TO RAFTER & 9-1/4" TAP CONS TO TS SCALE:118"=1'-0" 0 1 CONT. TOP "C" BARS 0 33 CANTILV-1) R TO�� ER L 0 33 (L-1) s 33 (L-a) m as (L-a) WHICHEVER TOP BARS IS GREATER 0 Z WQ BOTT. BAR CONT. "l FACE Q ;� 1a BAR 1 C) � 2 BAR L_1 12 BAR 12 BAR L-2 \, x cd CAnum Y b V-O NOTES: BEAM STEEL PLACEMENT DIAGRAM Lu zy 1 WWHHERE NECESSARY CONT. TOP BARS SHALL BE LAPPED 24 BAR DUI. IN MIDDLE 1/3 OF D 2. WHICHEVER IS GREATER ll P 3 BEAMS ® THE PERIMETER OF THE STRUCTURE SHALL HAVE AT LEAST 1/6 OF THE TENSION REINF. REQUIRED FOR NEGATIVE MOMENT AT THE SUPPORT -S- 3 AND 1/4 OF THE POSITIVE MOMENT REINF. REQUIRED AT MID—SPAN MADE /„ CONTINOUS AROUND THE PERIMETER AND TIED WITH CLOSED STIRRUPS. Y� �r ' Edward A. WdMDEM,P.E. EXISTING DRAIN FIELD Tel. (3(3013) 623-393a PLUMBING NOTES: Fax 06) 623-9368 COMEBTO WATIR PIIWR per, [ WATER tSiATFA No16S: L 7E8T�TIO�1 OP n@ AM 94 P1.0.40A�11.a{M�0 COOLc=am INS i. !taD_,M �� WW1 FlTiWO YANIWgWD� pag�JASIN t. A HEAT TMP�p�Ay OflflOE aF A DOWNWARD g�lOCA1E�a. E TO FW &aLOQ CON91RUC11 WITH.iHE FiWiWA adFRe1' & � (P81Y 9-69-�A T NAJ nON NIXJNOT QIEDnWWm1Wi WA 1 >iENEN NA EF WiBJ THE_FlEYA'110NOF�9tE pACfa:4TAaLE ftl tEFMATE 8 IF SPAM Pmmns,Hera'.II,,KNOT.PRo �,3 1/a"Aaommiim. EXISTING 16TUM51Wm o% uo t m°Twasnc a out u H� ooVIItlNO a flTl@IOB MItn a 1&1 ASa1 9 a g7 D WATER N$gT AS aANUF�AONIi�BY AO WA 61Ar 900 GAL a 40NaeRWRWa1W u 91uL coax of a t a.tFl Wa+ SEPTIC w-m teu-Ta EXISTING a Fm a w�iH�•�mwv & To ALL rm:�ems a+a a 17ED Au Not ea YpW�pea W r NO aE1u�u9ALLffi�� a P P AND TEanmEF vuve 2°0 S aE PR07ECiE0 A9AR19r WATER MAYI1[OR 61711 AM FACTWiT APPLRD�U�W�'WAb7t1 I.dIWTUOWAL S. PI�VIDE VACWMr R&IAA'VALVE. �PISS$=AM A/C UNIT SHOWER-2 & aHAe off Aesa�H&p� } I�a aN etm Nn+�lv BFALa/m�t4 aPP a ro a it➢OE 6 �YE� BE a/P Ca COPPER SHALL BE AOVED EOJAL %=WIT 911W.9E nON RAIfL aY tl.l.. �• 7. ALL oW SSINICC"I WATIR PMO SHALL BE .IL 7. wA816 LA&9�tilAtl SLOPE tIa'PER FOOL UPEE59 07NERdtSE NOTED. �;1 4 70 7EAIiD°UTM NWg-p,tp�M�mSULAIIWV a• PRO ASE NE '88AWY.Wm AS SHOW ON HATER HEATER 1�6EIW4 AND & PRO110H FULLY AN IAEANOITS ON SMBTARY AND ANY WAS1S RUNS OUT TO FI%NIW8-1R'tlJ91LARW oo PW440 AT EVERY WI tE OF DaWON�WWdµAppp At EmTT011 W STAtAfLt. 6 PO+E ANO PWOO��' ' EXISTING WBANOUT LOGn 2ND> W MOPoEONTAL ONES 94ALL t& At1LE MAN BRA OLAbIPS 1. SANITARY WWSTL T,AND 8'XWa/CRNN: METER aoRnmWO to a Arm raar FW+ r of PIPE SLOW MM. pSeLe RT,OOg yp1T g�1A�1,E pm tpm8. EARS>g1A5�, MR EXw AND OWNiRACnWI W � pSTy A-ra A m�� 0 TO ELE PANEL A LBM Wt CWO$cftD m E SMI VENT IDWB AND FLaS @D SeTM PWE LEas AM OoYtA%+o 10 RWi Y 11W000N MANOmie o 'OAST 605., o & APAWNO AND Sm, 4�A1151WOM SI I& 1_ AINS 54ALL HAVE TRAP PRIMERS 70 PROTECT THE SEAL A. HORIZONTAL CARBON PFM ulERNAft ROM MAY RECT.Or MNROVED BY BATH It CWITRO.VALVES TO ALL MAINS ENIERWO THE BURDOTA TO/�IWD4 � MAISYUY�MriW AITo FW1A9D10 MATERIAL CAa _FQR M� aRMIW1F8,tW0UPS OF FIXTURES AND TO 6AO1 PIECE OF 10• Arm FRiDie( LO MAC E SHALL L OWLY fER[HPVC o- 2°0 T & AL� M APA 1�T6q TYPE I.�L COP5$91ALL�11PLY!RH A6111 V.®1 fa. COTRAM SHALL VISIT SITE AND V 0IFY ALL E%I81DRI, 71�g, t-1/4' t-i/a' a er saNlrARr wAatH FRO1 HausE TO SPTIC TANI(SINN.SE TFR MAFFE40 AB A1W NOIEO @! fl' s/6' S P.V.6.EOq-a0 At70 TO ABTtd-M 2272 µ�, p� 7�g 1 �M&O wlui i• N�a+T teT rnE.SOLVENT .O SAN 11 !P DMA. XiS.M 60UiH FLWBDa�IDWa L'Obp. ANYY OMI R�0UN0AulmltDAP8 M RIE sack'"HS' yq O CGHTRACTOR 94 ttE 560t6CaTW�VM PRIM TO WO. & 4O PIPE A�flT'MRmFRWr NR CWIWIIWIWO uNl'ISt'PVC`sQDDUI.E 14. C#R wawa qy,�pAPEQAIy9PEEP eY.OWER� A A �'�aFlIEVES 1 IPD'pNAti0N a8 8i0W. EROOW194W FOii DUM.Wiff PdHW AT�CO91'TT0 11iE OSMER WNW R1E� TY>D Rffi LOCATI FOR 4. OWdE Qum iA1£R �pwFl TYPE N COPPER Pa's MTl1 FRWWIf $W, INOMJOM ALL LAMB RE@RRt9 m 4 CT nff DEFECTIVE �aN4B ro019i0�CT LOCATION FW1i011 AtLOMWO AIJN 8-e&CW�PER PIPE AOt iDWO TO A81Y 9-42.IUBH I& CONTRACTOR SHALL SnM ALL PF4ZM AND PAY ALL I=REQUIRED TO PROCESS THE WORK. A To pA y�MM�ft PH II EWIE aG OALYMiIaEDj 1E8VOAlE VAM> C WA1Oi SHALL BE W18T BRASS OR Ps�� PROVIDE am mm mm"FOR A�I6 0891O.AR MET" N.T.S. FAT$CF WALL OFa ADJUSTABLE CQ1LAR 1312744 THREADED CA.PWQ THREADED CAL PLUG i I p Mr�q oo FDL I A � '' C NOTE: i � Ize -FIXTURES TO COMPLY W/REFERENCED 4 R e°pip cDN STANDARDS AS PER FBC PLB 406 THROUGH PAD Furs+w/Flrl LstaoE SLIP 4INT I mq 421 I i I LAV LAVATORY, 19TANDARO 3m3.60T VANETTE=.SCR,TOP.FAUCET 2361431 REOLTIOY ON1�lWM W�68 HANDLES VmRICR TYPE PLOIXt WILL OIOWBR.IOMNO TpILVE HCT TCAIER.TWO.._1�R=11AI��I 11,& i r- 94 8YWIOIS 1EMPTRO. Y 1-%AMR+SCALD 9ALAN VALVE 1O wa.UDEp,�t• taRl REBiRICTOR ANO M1EROiN STW+B. °o IA.A.E E'iD 18N 45 �I,NAWyE�I6LIAM�STWgPmA�IA 21748186 TYPICAL CLEANOUT DETAIL I 1 1 1 28 Awt mtEr A SLOAN It PLM VALVE ND A TMRRON JOINK; N•r& 1ry t1PAM FRONT BEAT L486 ODVER. PLUMBING PLAN rr VENT THRU ROOF DETAIL » SCAM 114°=11-01 �}!�� r1E Z 1Cs1 /S -/ G/GO/iLo�,� 1 FIXTURE CONNECTION SCHEDULE ITEM WASTE&SOIL 1 TURN LEAD FLASHING DOWN INTO SLACK T IRA CITY PU TOTAL 2 ROOFING WATER CLOSET 3°Q 1/B"/Ft. t/2' 1480 1 4 4 S 2 3 ROOF fX%RS1A11CRON. 1., LAVATORY 2 Q 174`/FT, t/z" 1/2" Ls awl 2 1 2 I Q BATH B. 1 4 112 1/2' glow 0 2 0 4 SLEEVE ROOF COMSTRUOIIQN AS REMM ie P FIXTURE LIST. t/2 1 Ls Opm 2 1 S VENT STACK 0 aN0 ON SHALL eE PROVIOW SY OWNER/6U LDER,P.G SHALL PROVIDE TI2' 1/2' t.6 0+11 0 e 4Le.7$IEEr LEAD FLAS'FSNG flLL W MTM 4NECE55ARY tAemR AND MATERIALS FOR INStALLATI4AV. 1/2' 1/z• u ao1 0 2 0 ROOFING MaLEAD A O ANY VENT PIPE TAT15N 10'OF ANY DOOR WINDOW 14AL NOTE PROPOSM ADD. 7 OR FRE91 AIR MrpkE,ID41At1ST OPENING sHAU ALL LINES 3°OR GREATER SHALL SLOPE A MIN.OF 1/6°PER Ft. EXISTING 1"DO.IESTIC WATER SERVICE FROM METER 3 EXTEAm NOT LESS THAN 3'ABOVE SM ti ONES 2°OR SMALLER SHALL SLOPE MIN.A MIN. OF 1/4'PER FT. Q B 4 �y z� P-1 ARAW6t EXISTING Edward A. A/C UNIT LENDERS, P.E. ol CONSLICIING Fri (308�)/�823-9389 EXISTING BUMV11WAL NOM t P, METER 1. ALL WORK OWL BE IN ACCORDANCE WiTH THE WIONAL M=FWAI. 18. VC EQIEPNff1T MIRW S Z W1ER WTTH FIB SIZES ARE BASED ON ° 200AMP OWE 9010 AND 07M AAPLICASE COs NO MOARM rm=FOR FROMM��ALL WIRM BREAIM AND FUSES ELEC PANEL 2 11E O�VC10R 8 RE E FOR EVAUM�MO ! W Af U10E W8H FROM EQD"INr NAMSPIA7E cmanom BY V91 m TNa 181E Posm TO OOMI ND/ As ANY F F� � BAY OMMUNHOS, a INS CONTRACTOR WALL 86TWR 4Y RBWR/MPLADE NO DMIA BIALL NIKE ABOVE MFNTrotrfio oIHAlors AT 1 EQUIPIIEN' SIRUC URB OAIAOOO OR PAST OF AL A RF LT OF 17. CONTRA SWILL COMONE ALL HI$WOOL WITH OTHER HIS S�BE TRADES IN C TO FURNISH AND MALL ALL �Ml�MAOICH AND RACEIM AS SHOWN ON THE AEI CONDITIONING DRAB 4. APPRMft SWILL BE OBTAD®FROM DIE ENGINEER PRIOR OR�imom WARVA 1O CLrtotKN OR DTtBLpSN ARM STRUCTURAL SUPPORT MEMBER N ACRIRER ALL Y CONTRAVIOR WALL i18 AND INM DE SNAIL ALL REAM WORK IN INS OT comw . F & CONCFA16D F80SIED AREAS E7=7 AS SPBgFCMI SHOWN t4 1H H THETNE 8YS10�H Y AONRER W Al LOOM asp RBpIiiS. S. INSIMI.POWER AND ONTRM WIRM A REQUWEV CONIROL 18. REWRS ARE D�tAMAT10 MY.THEY DO NOT SOW EVERY BLTro OOMPONENM FOR AM =1p18 AS SHOWN/NOTED R7Q1JIRE9 FOR THE WSTALLA=1. ON THEE ORAWINOS AS PER OTHER APPI CABLE DRAWINGS/ 40. RHW ORAWWO S A a=FOR 7N6 DISPILMM OF ELEOTI AI. o SEE AIR ORAMI M SYSTIOM 7NE B 207NM CONTRACTOR W RESPONSM TO 7. ALL YATEIDAL8 REMOVED WALL BE DAD OF AS DIRE0110, PROVIDE A FUN011OM SYSIML INY OWITt. UIt. ALL CABLES SNAIL�RIAH tWTIHOUT!8'LIO9 6Na:ePT O?NEINVtsB L MWOAA/WIR£SeE 18HN,L BE 14 THHN/IHWN UNUSS OB4RWISE D ,L D C Z41 /FRF/ NOTED OR PlA11S t110fORt1/S AND UJR SHALL BB TM/ 6 =] dJ OR 71WW. 9S. ALL PULL AND A WCN MOTS SWILL BE ACME NLE AT ALL 10168. JUN wJ j W L AL SNAIL BE COPPER. 2T &ACf POW AND KIM O+CONNE)MIONS SHALL SE �d J V� 1 l to. ALL aa1SU=so"SE RUN W o"A(LIEDU.IO TTP� IN PIED e NOt—NE pwO SHEAT►�amu'ROW IS WYIIL ALSO ALL 6D It. ALL MATERIALS SHALL BE LLL APPROVED. 24. ALL SIDiBt SNAIL BE'DO1H W A NEAT AND 1APoOIAI M MANNER. Gd, IN=NOTED AL LBiM FOITIO sS AS SEEDED BY � ` p, �«�m o= 12 ALL BRANCH ORCU TS SHALL�PROPERLY PAM BAS. OWNfiR,p,�A�p BY r)I I& N/A 2L PROVIDE IMEPHONE SYSTEM AS PER OWNER FAMAREMENTI 14. ALL EMPTY CONOM TO BE PROWDED VIM NYLON PULL STRMM 27. PROVIDE SECURITY SYBISM AS PER OWNER REWAYETB. IL FIBS SNAIL BE DUAL MAGINT TOR DELAY TYPE MESS 2L PRWK T.V.SYSTEM AS PER OWNER REOl11110"M PERMIT OTHERWISE NQLED. a JUN"mm W oImm mm AIim AND SNAIL 86 PROVED WITH BROTH SUPPO10 FOR CERO18 FAN 131274 / EXISTING FEED OVER HEAD (3) 2/0 zo mt an meaem um tAA M mmoI= ,R uma» O EXISTING Y .i. 3-ow um as m llemHr AYR 200 AMP. Berem 0 EXISTING PANEL A NOTES: ° UMML n 200 A 95 RUML O of a r ,sm*I=tree METER CAN EIRKa, DIISM ELECTRICAL FLOOR PLAN —"�" BATHROOM RECEPTACLES TO GFCI smm —E>O m am DeTE611DR IN SEA Aim� rmm®Hlnm L 11e11AQ SCALE:IA3°�11-0" ®I NAIL IIeWI®11m6 iLCIN6� O Mir MMML 0 v=I101m11 V ® wroe umtr 0 1/2" COND 3 X 3/0 CU 2° RIGIT 11 1 ZQQ 1#6 1 X #6 THHN W L� (1) 5/8"0 CU ROAD O O DPIPE CLAMP WATER GROUND ROD 6'-0" ` =y v_IZ uj ti0 1 EXIST. ELECTRICAL RISER D �Q N.T.S. f E-1 " A/C UNIT Edward A. F6 LANDERS, P.E. CONSULTING EXISTING Tel. 308 823-3838 MANTA H.V.A.C. NOTES Fax 308 823-8388 ELEC PANEL 1. ALL WORK SHALL CONFORM WITH THE 2010 FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE STATE AND LOCAL ORDINANCES. d 2. CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE OF DEFECTS @AIH IN WORKMANSHIP AND MATERIAL. FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF THE PROJECT. ^ 3. BALANCE ALL SYSTEMS TO PROVIDE AIR QUANTITIES AND (. CAPACITIES AS INDICATED WITH ALL OTHER TRADES. 80 CFM 4. ALL WORK SHALL BE FIELD CHECKED BEFORE INSTALLATION 8'x8' AND COORDINATED WITH ALL OTHER TRADES. 50 ZON 8. DUCTWORK SHALL CLASS 1 CLASS FIBER DUCTBOARD IN ACCORDANCE WITH &MA.S.NA'S FIBROUS DUCT CONSTRUCTION p- P STANDARDS. 8. PROVIDE VOLUME DAMPERS.TURNING VANES, ETC. IN DUCTWORK d!:!� PROPER SIR FLOW AND BALANCE. PROVIDE MULTIPLE VANE CLOSER OTHAHANW'IWO CONTROL IAME DIAMETERS SUPPLY DUCT CONNECTED AND WHERE SHOWN ON DRAWING& 7. FLEXIBLE DUCTS IF USED SHALL. BE THE INSULTED TYPE SUPPORTED AND INSTALLED TO AVOID SAGS AND LINKS. ALL FLEXIBLE DUCTS SHALL BE SIMILAR IN LENGTH TO AVON P r e r q DISSIMILAR PRESSURE DROPS (MAXIMUM LENGTH 14 FEET). E�� & REFRIGERANT PIPING SHALL BE SEAMLESS COPPER TYPE V 8 �� HARD RI'' WITH COPPER SOLDER JO � 95/5 ��,, JUN 17 213 APPLIED WITH SUITABLE FLUX. 9. INSULATE REFRIGERANT SUCTION PIPING WITH 3/4'ARMAFLEX PREMOLDED PIPE EXPOSED TO WEATHER TION (COAT WITH LATEX PAINT WHEN 10. PROVIDE AIR CONDITIONING UNITS WITH WITCHING HEAT-COOL g THERMOSTATS MA ON-OFF Aura 8U8-BASE SWITCH, FURNISHED PSETr BY EQUIPMENT MANUFACTURER. 11. PROVIDE ALL NECESSARY INSTRUCTIONS TO THE OWNER FOR OPERATION OF THE SYSTEM INCLUDING OPERATIONS MANUALS. 12. PROVIDE ALL NECESSARY SLEEVES BEFORE CONCRETE IS POURED j AND COORDINATE LOCATION OF DUCTWORK WITH OTHER TRADES 1312744 ESPECIALLY TRUSS MANUFACTURER. 13. SHOULD A PROBLEM ARISE NOTIFY ARCHITECT. e®tt 14. ALL SUPPLY GRILLES SMALL BE AIR GUIDE" OR EQUAL, CURVED BLADE, SEE PERFORMANCE DATA SELECTION PRO- CEDURE AS RECOMMENDED BY"AIR GUIDE' CORP. (308) 8138-1831. SET SOX OF FNS NI 3/8'SETTING SET 25X 25X OF FINS ® 11/2'SETTING er 1& ALL EQUIPMENT AND ASOCIATED CONSTRUCTION, SUPPORTS, ACCESORIES AND APPERTUNANCES TO COMPLY WITH FMC-2007 CH.301.13 FLOOD PLAIN MANAGEMENT. CONTRACTOR TO COMPLY WITH zoning ordhronoes, subdMftn regulatio building codes, health MECHANICAL FLOOR PLAN ordinance, grading I��°� a�'°�°' °rd' e1)in SCALE:118"m 1 -0° Contractor to provide Flood protection system (structural works for which funds have been authorized, appropriated, and expended and ■ which have been constructed speciTooly to modify}losing in order W to reduce the extent of the area within a communtly subject to a SUPPORr PROI special flood hazard and the extent of the depths of associated FAN SCHEDULE "VI II 2a�g ar=19W E � F-1 y� 4CJ7> plG@p gp — 190-1-60 OIR6ar Jb 1 7a16r8 A worsB are those constructed In COMOrmOnae with sound engineering standards. DU01 RAM Contractor to pr Flood pma(tr g ( any combination of structural � M and non-structural additions, changes, or adjustments to structures ' OR APPR M%EQUAL IRiLL�M � which reduce or elmincts flood da ge to rod estate or imprarod W Q A oAt*ow�T uuaPER a aoM 1D their ronterrZi)vwMr ar�d sanitary fao►kitTes, structures arxi pppy�g�� W G lIFAE NiN�191r �� ;O ewv< O � HVAC DESIGN REQUIRES: YES NO ♦� :Q y DUCT SMOKE DETECTOR V MWIM nr >m nrx.ow _♦ e- FIRE DAMPER(S) ✓ OF amrsllr As x s� MUM LU III O SMOKE DAMPER(S) ✓ WAM AND UK Z CO) FIRE RATED ENCLOSURE 1 FIRE RATED ROOF ASSEMBLY �/ MAIN °P O FIRE STOPPING AW=MAD 10 SWW SMOKE CONTROL FLEXIBLE DUCT CONNECTION DETAIL v •' � � 111\■ • • last ...... ......... PERMIT i w -------------- (; SET 4'1, I/ Iti.1F11I •\'Ilf,.(!• :s'I'lli:; �a•.: � STANDARDS •: THROUGH Z NMI E=L=7'M 17 ri M- --- ---------- gmwrA VA - __- -- l•, .Y / 1` ��i�lllllj/i�lllllji�llll/j�lljj�/ �Fw!`+�.. ice% ,' �'{ ��r I n 111, �,. -;. '. • • -SCHEDULE � FFUTLETWImmi- PLUMBING FIXTURE LIST. ALL UNES r OR L'�- �®®DSO© _ ��._. ,a. ,��,:,� • r� r� f: iTf�f �EfimE+ ��0 it '� O la_ f a- OF f -a- �/ i