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HomeMy WebLinkAboutREvision OFFICE USE ONLY: DATE FILED: PERMIT# '2/c75/ REVISION FEE: RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)4624563 Recervzo APPLICATION FOR BUILDING PERMIT REVISIONS OCT 2 8 7071 PROJECT INFORMATION Permitting Ue LOCATION/SITE St Luc,eCeantyant ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: 2�visiory C'n/Z Sn.c'f=iT hE ce�ict-E� �.�TS .dcc✓ L72�c�,;.✓�. ,ri'fOe✓S Nb /L-.E Zap✓.'2E.K�.JT /c2- 2 x N6! -�E iL .4/L-.�t�.sJ.d f�Ocr/L� CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: ST. LUCIE CO CERT.#: BUSINESS NAME: a. A. ,yo2�.i3 QUALIFIERS NAME: 9,zz yiv 4a tfid SO aJ ADDRESS: vEl CITY: P*uK t39Ts STATE: F*4- ZIP: 32907 PHONE(DAYTIME): 3�/- 73 1 - 79 72- FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: _ STATE: ZIP: PHONE(DAYTIME: FAX: ARCRITECT/ENGINEER INFORMATION: NAME: fit,.4 D 3y(, .sJ 6f-e—0 vP ADDRESS: ZIPS` llw� X 14 CITY: Gcyru9r STATE: Y2.- ZIP: 325777 PHONE(DAYTIME): 359 FAX: SLCCC: 9123109 Revised 06fliNI S I ON File COPY i October 12th, 2021 Planning& Development Services Building& Code Regulation Division 2300 Virginia Ave. Fort Pierce, FI. 34982 Rtcerver) (772)462-2172 OCT 2 8 1011 Express Homes Permitting Department Creekside Lot# 8 St. Lucie County Product Approval Revisions To Whom it may concern, At the builders request we have revised the product approvals to the latest product specifications. Please see the attached revised sheets. nEVI'SIO/V File Copy Sincerely, Michael C._Anderson, Architect Florida Architect#AR17305 2194 Hwy AlA • Indian Harbour Beach,FL 32937 Phone: (321)802-3591 AA0003325 www.abdesipgroup.com Product Approval Submittal Affidavit ^9uno�eun au®&+Uedea FLORIDA PRODUCT 601a�Iwaad FL#or Miami- REVISION Glass l101 g y 19� APPROVAL Product Model # Manufacturer Building Design Product Design Dade EXPIRATION DATE Description Method of Attachment REVISION Pressure Pressure 03AI3J3� For anchoring through frame into wood framing or 2x buck use #10 wood screws IE with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate M 'SI� anchors as shown in elevations and installation details.For anchoring through frame IB NOFL17499.2 R8 10/08/2023 SH Window 185 SH MI Window and Doors Non Impact into masonry/concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+38)/ (-48) (+50)/ (-50) Lminimum embed. Into substrate. Locate anchors as shown in elevations and 2194 H WY A1.A,SUITE 301 installation details. INDIAN HARBOUR BEACH, FLORIDA 32937 For anchoring through frame into wood framing or 2x buck use#10 wood screws PH:321-802.3591 www.abdesigngroup.com fI0 a I.�T with sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown AA#: 0003325 in installation details.For anchoring through frame into masonry/concrete use FL15353.2 R5 12/31/2024 Vertical Mullion 5764 MI Window and Doors Non Impact 1/4" ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum (+38)/ (-48) (+481 / (-48.1) F embed.w/ 1" min. edge distance. Locate anchors as shown in installation details. N For anchoring through frame into wood framing or 2x buck use#10 wood screws o with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate f' z Rev�ewedComv "for� anchors as shown in elevations and installation details.For anchoring through frame w 4 w IEn9 FL15349.1 R14 ra -T xieetMq 4/3/2023 Fixed Window 185 PW MI Window and Doors Non Impact into masonry/concrete use 3/16 tapcons with sufficient length to achive a 1 1/4" (+38)/ (-48) (+60)/ (-60) Z U p Unive�e minimum embed. Into substrate w/min 2 1/2" edge distance. Locate anchors as o N sconce° O shown in installation details. 4 For anchoring through frame into wood framing or 2x buck use #10 wood screws q with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame CIAC , FL146 4A R5 12/31/2022 Sliding Glass Door Builders Series 4780 Piy Gem Non Impact into masonry/concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+33)/ (-41) (+50)/ (-50) q minimum embed. Into substrate w/min 2 1/2" edge distance. Locate anchors as - o shown in installation details. h For anchoring through frame into wood framing or 2x buck use#10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate Series 420 anchors as shown in elevations and installation details.For anchoring through frame FL15332.2 R6 12/3112024 Sliding Glass Door(Alt) Aluminum SGD MI Window and Doors Non Impact into masonry/concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+33)/ (-41) (+48.2)/ (-48.2) minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. Opaque single door with 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb,4" each U) FL20461.17 R6 12/31/2021 Smooth Star Therma-Tru N/A side of transom centerline to bucking. Fasteners spacing LU transom g p g @ 15" o/c max. @head and (+36)/ (-47) (+47}/ (-47) � X jamb. Min.embedment of all anchors to be 1 1/4" 3/8"x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C FL16107.3 R14 12/31/2023 Double Garage Door 16.2x7 73 W6 Clopay N/A (+29)/ (-35) (+36)/ (-42) _ 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" Op washer into grout filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min.end FL8248.11 R20 12/31/2023 Double Garage Door(Alt) 8024 Wayne Dalton N/A distance of 4". Max fastener spacing of 20". 3/8" dia.X 3" long lag screws with 1" (+29)/(-35) (+34.4)/ (-383) OD washers with a 1 9/32" thread penetration into seasoned dry woad supporting structure. 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between FL14170.7 R14 12/31/2023 Double Gara a Door Alt Series -185, 5, 177, jamb and bracket location. 2 3/4" min edge distance. + g (Alt) 180-185, 187 Overhead N/A 1 ( 29)/ (-35) (+34.4)/ (-38.3) SUDDIV ae LOT: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,with at least 3/8" dia. C REEKS IDE heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails PHASE 2 FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A per shingle placed 6-1/8" above the butt edge,approx. 1" and 13" from each end N/A N/A and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but LOT # 8 not cutting into shingle surface. Miami-Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring PROJECT# FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A shank nails spaced 6"O.C.at all laps and three staggard rows fastened 12" O.C. in 04321.200 008R1 the field. MODEL: FL5259.1 R32 12/23/2023 Underlayment (Alt) PolysticklRXE Polyglass USA N/A Self adhesive EXPRESS FL17322.1 R7 12/31/2024 Underlayment (Alt) WeatherMaster 100 Atlas Roofing Corp N/A Self adhesive SHINGLE GARAGE $ENO• FL34546.1 RI 12/31/2024 Undertayment(Alt) Shield Granulated Owens Coming N/A Self adhesive FL27076.16 R1 3/28/2023 Underlayment (Alt) Weather Armor SB-1 APOC N/A Self adhesive PAOIC: Install per manufacturers recommended requirements.FL3792.5 R14 8j16J2021 Off Ridge Vent 770D Lomanaco N/A N/A N/A FL19567.2 R2 9/21/2026 Off Ridge Vent (Alt) MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. N/A N/A FL15272.1 RS 12/31/2023 Soffit 2TSoffit Aluminum Alside N/A Install per manufacturers recommended requirements. 60 MPH EXP. (+31.6)/ (-38.8) (+75)/ (-75) FL33919.1 R1 12 31 2024 Soffit Alt Variform Soffits Install per manufacturers recommended requirements. SEE PA2 FOR CODE ARCHITECT / / { ) PlyGem N/A IR E TS N NS AL TI N (+31.6)/(-38.8) (+157)/ (-46.1) STATE OF FLORIDA l FL16544.1 R6 7/30/2023 Soffit (Alt) Aluminum Soffit Alpha Alum N/A Install per manufacturers recommended requirements. (+31.6)/ (-38.8) (+54.2)/(-54.2) FL37824.1 R1 12/31/2023 Soffit (Alt) Aluminum Soffit Variform N/A (+31.6}/ (-38.8} (+106.8)/(-141.6} OCT 1 4 2021 Install per manufacturers recommended requirements. FL12194,2 R11 6/19/2025 Soffit (Alt) T4 Soffit Aluminum Coils N/A (+31.6)/ (-38.8) (+80)/ (-90) MICHAEL C. ANDERSON FL16293.1 R3 12/31/2021 Hurricane Panels Less than 24 GAGE Hurricane Storm panel 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in AR NO 17305 6'span MFG. N/A concrete/ masonry, 2 1/2" min.edge distance, 12" o/c max spacing. Can be N/A (+47)/ (-53) headed screw or all thread but with wing nuts. DATE 08/19/21 Hurricane Panels 6' span or 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in P Hurricane Storm panel 19CALE: 1/4"-1 -0 FL16293.1 R3 12/31/2021 24 GAGE MFG. p N/A concrete / masonry, 2 1/2" min.edge distance, 12" o/c max sparing. Can be N/A (+45)/ (-50} more headed screw or all thread but with wing nuts. SHWET FL17147.1 R5 6/27/2021 Zip System Sheathing Wall Sheathing Huber N/A Install per manufacturers recommended requirements. "" A l N/A N/A CONTROL DATE 06.152021 BILL OF MATERIALS NEai:raag .3 23 2'• BERIDESCMPTIONI MANurACTURER I MATERIAL RL1' GE5[FFrf vN C?� AspP.3J_3 N fr^f�IPnnl. t)dn- dP9l.YYafT R A Si(lI=F:T pl PHA p41IA9§NdlA9 INC pl IIM<NI.IAd 31f15-H7F ". ...�L: ., At:L: r_ L';,'! ',,' Cl` :L, C RFVIAFr N^TES 5 ,4 A N^1R CFTaI C flfl r''�.'769i A •i - I I 2 F 4"H4N\'EL P.LPHe.p,LVA7<NUA^NC pLUMiNUM 3103-H25 �r S 3[:W1i^Nt:L PLY HA PLUM?NUN,NC; PLUA9?NUM 31U6 H2B p_ MO-ES, , HE H�Civ�_ I SHOWN FkREIN IS L ``ILNEl3 LMLI lAA'•,-AZIUhkL1 U Coy-'Lr W IH 0 _ 0 _ s:j=" LUUIHO&N I.z .h -I 1 J4 uA HUIL rJ, CULIE 2194 HWY A1A,SUITE 301 n n p fl f 2. M-)DD FRAIAINC A\Fv MAsatNRY .C^ NINC -0 BE . _SICNE'4 AND AW.HOP,EC.T4 FR'?.=_PLr" I r RA'.;FF-, Al I DADS 0 S RLK; URh. F, WING A",: MASONRY C1?h NINT1 IS rHh ��-;__ INDIAN HARBOUR BEACH, ff U U _ U H _ r� -ZCSr`ONSELITr OFT AliCIIff=C- OR ENGNE:R or Rccorr. ,:- FRAME DVALLIN^ FLORIDA32937 Q Q _ Q Q Q- �. ALLOWABLE STRESS ICJCR-xt QF 1."s Ver,S <CT _S=D fN -HE CESIGN OF THE PRODUCT � hdA.l lh Ht:lll FA : r-` �' FRAVh 0II ANh : 1 t "i' R' fD HFPZ v"-e r HY Q HER.i '` PH: 321-802-3591 1 3r$" AI` Waj.EnEYAI: 'W'IN❑. -.OA: DURATION FAC-OR Cd=1.6 %ME USED =OP. WOCD ANC-aR 1�.Ai.'' / a, OTHERS 4 .� � �`��.. '.��.'_, 1 71If�. I� [`'17fi A 1311S..a= �1~�f TI IIE IS r1 .4 E3ItAC-C Q _ Q _ 'r www.abdesigngroup.com I n .,,;,..� THIS IS ,nT A BRA�..E - THIS IS_ f'.ART OF _ ''-=.;;-.. THIS IF AFT OF AA#: 0003325 4. tRAvC WA CRIAL: COL ROL_CD FnrM A_:.VNUN 3105 II2$. ti -OR ANCH02NC INTO :AIOiD FRAhAIh1C OR 2X BUCK USE 1 3/4" TRIM PAINTED STair.'ESS "��;� f�'' R RCS �'`T=� _ `�-��..,f -700= TPIM:z S"STFM t 9 t �-7t� N.Uh MUSS S'"'-11-M ` T_EL NAILS WITH 1/-" HEAD DA:,RZ-R. .}iL,X !� CROWN OF, STAPLES. iEF F -0 DETA� A. 6 3. AND E OR. IAINIVLM EhABE.M'NT AND ACING / + '� _� W 64 C: OF AHCI It:: G INT: MASONRY/ h" C. WIT C-T ::T .-',C ~�'"� ' UIS -OR. Aw .Ht.RI`J INI WI1-I I 1 F F4i {1_ IT 4 9/s2' 7%L" 4 9/34' A T A112 Y F=P, -+D riFTAI C 7OR I.IIiJWLIn F`ARF' T. ALL FASTE,>C'.5 -0 CAE RE515TANT - f 8.. ISTAL:.^T^-N ANCHORS HALL == Ihl _LED IN LLI A"-;, ORD'at'v _ v91T :.NCHt}L; gI -0.1• '� f �.ly. /'� �• +U 1 MANI1 Ar,l..x P`5 INS AI I A ION INS Pats` AV7 {uv6t'.HOF?'F S-AI I N :I 3- WSI-^, \ g �'• r:t'I _ 1 '` �... {E w Z la TRATF= 'NTH =,TRFNi1F 175S THAN T F 671;MINI S-P.FNCTH `;r=0IF=7 BF MW f 16"ALUMINUA4SOFFIT-SQLlDANDVENTED .4 a;,�OG• - MltuMJk4 SPE =1C CRA'I'I-Y Cc G 'O.42 . � "_ " y , r _ Tc a., fAfG _-'r-crCT_ - vimm id LMr RESS1V:= STREN1 T CF i 132 PSI, ) 14 �t 1 _ $. Fk A3nR \ 1 IX. F 'r:'.Iti% ry r 3105n1,?r ALVMINUM1.071` ,K ttAiJ`J�'Y - :r RC!'.trTl CS??�'r�w-;f,CAhJCC TO Aa A+ -:'" GRADE 14, �"__ i r-P 13RCATCR}. 'L SF- �j �- S=F 1�-- c_F 4�y�: SF- �" '� rF- 4t�I:'"1 y,y S-P,IP VENTED VERSION VENTS&AREA.20 25 MRLWEARFOOT !..a- ' .r DETAILS D?'dL E TWLS DETNL = GETA '''' y. =idL E F LU © AhJG C :, ICC 4 A. G fN0 G ullC� = A. 9 A\C r' .CT 4 N (K :7ESMN FRE 4UFG=RATJNC; rMPACT RAT11W% AF IG,N PRFSSURF RA-nmr AWPACT PATNki DESIGN PRESSURE RATING WACT RATW, 4 `,I CZ ET $ - SI ICCT L yy La ' "E CarAA' IL D U =1 Z t54.2PSF t3B.4RSF n:xr t31.1PSF NU,v& I7" CJ)=RHAy;" e. rr, RHA^!: SRE=_- 4 w a3 O WHc?(F437ALLED and frOt6TiMNa WNEM rr.,5TA6:ED iN76'iJ'/EARI.NR M'NEM1''ImWLE7 fN 24"OVEAHAIW A 120OVERHANG 11VSTAi.1,A TdQN DETAIL I8"DVERHANG INSTALLATION DETAIL '2.. "AX 24" Ov-r-RHANC, A c m � 24"OVERHANG lNS7:4lLA7ION DETAIL I SIG,A1E[3 09111';,a/?021 SIGNED., 0912312021 kl P7A0 PREMIER�JR1 � IG. �xs sRLIIrLfOfrIXJ 411 H ALPHA AWhf NUM IPdC. i'J s'kMItR ROW \ *, `. �'Qrrfr i �r,•45 i�,el O._ANDO, FL 32809 y,,yyt,EN 91P^ ORIANDO, H 37809 *+ GEN '� :+ 1 FCHANNEL wJ1 JCHANNEL 16" AI .;IaINUM snr411 =,fL dF1c 2 *= 16" ALUMINUM SOFFIT III 0 ,ky Sri'ta'-ld;2E.U.LA!IMLJM.OV2"TNtCX 91D5•HPt7 riG L'MMWJ'f,1.Cf?'TH7yX S ;' - Or ty` -ALLATION DETAILS TAT OF nRCF LES AND NO-- AT TAT ItiS G awN G'AC ram. NEv %++;*:rlORt9 *; � �Rcna: Gwo roc. REV i �`CC7Rl0�;•�-A _E CF CONTENTS Lam �E . 8JC5 13 OF3 �rcT18 7F 4 fr'fl�jS�lUMA�yE4� SGV.L. arE 08 s02198 G �r�/f�S�(jdlA14 �~� 5Ht-_ IJO. ut.:.:�rll.yN NTs ,. / NTs as/os/13 2 cF- 4- UJI PROFILES AND rIOTEe Lis P. Larr'�cs. P.E. r ar�vFar-irrAunsFe *at'IM7:7DF?.AE R.r,1.£vi!'SV7LLE.M1G Ji23 m lain WaInR'nrRr r F41m1fl r,I W i",DL'.r _LS H. LC mo- f'.t. 2 INS ALL4TIJV CE-a.LS AND C{N"iPONE? S e+4-o'ri8;60) rf�iny�Q �A"'s A rL No.: 52514 a,e ,nc,.,,,,ra ,Nnnwe$V,a+ra.4'e?evn rL No." 62514 Alk Reviewed for Code Compliance CmUniversal Engineering Sciences ftEV5pb5 ati GEsssraonom Cn1E eaFz�v=C 4 "'4" 41N f JI rJaIL Rn• rmr.rimr.N PAT- AryPi13d- „i"1F h z .. I±WI:iL3 •IZ'1LS S .c ti PMU JLIAL t'. DS/li%.20;0 P.L.. tNL-DIJENI `w.- 4. T I -'=1 TE r,AIL t;t•_ 1 I L_ C- RP.SF11 h.^.TES:w ,4 5 ANF� f'Z.N f M/17a'7C,?1 ?.I. SV' 8DI �. =AT: r d. ;;IF E AAA:' 0..:E" rI �� ,1 CREEKSIDE /4"r , /d' 'C-_ZC%N STAPLE PHASE 2 . , I.') Phre WANT '-�- `iIF FRS T �P P.AMIE SU_€i1NL t �!f -r trlHlla.<. LD T # p _Y C-HERS 7 �._ L ✓'"'- (7 %- -h'•AM.h RIA I:IN ' � hi:,1A1 Rllll nlNf: j r _ -� - P� CTHERR ; B" CT-=P.S -HI. I r .T 1 -..-_ �.-'�` ';{ �`.,�•- yC t>t < R `rX - _f 14 I I s• r; F:�_ r Ic .a t4�T1 ti III.. L- - ,; ,- 4j - OC.K. - r y 4 2-iXM (.P17Rf�< " 7111S S \'OAT 6 M.A.;C. r -r� III 1K0- 3: ACC - - _ ` + 11d � LC aT['v 4 tAl,ir s PROJECT�(i _ ° r, �} % - _ ``_ I t / O.C. 0432t.2 00 008R1 L f THIS c "ART OF '; v , (^ 4. DE fAtL D. ` x �:�_ -H1 15 PART OF ROOF TRUS" Sv^F=N 5 �-•���� RO..% -Rll$° SY:''TFv 4+.! L�FTAIL Atl ^-`:j 1+ / ``- RRACSMIFW,57m;Arrc1++ - II ;:"'[- TO EXPRESS _ WOW FAA+ iNG INSTALLATrOM1r ?A'OVFRNANG I 1 s RE l_ �H WITH E X wFCRAVi1ANIPMAkS Fri _ l FASCIA SHINGLE r --- _ A c A ARAGE SWING t _ v; . 1 t l ch"MA N s-R.FLEs7 f ` I "1C'AI-D 74 MAN e:_C.. IN DAMOND PATTErz\ .- t I /' ; ;\ I - -- PAGE: f DETAIL 0 SEE = LJ %I -: " EJfTERIQR l 1 r / 4 , YAM FRAWJG NSTAUATrN •- I X F11P.R F,rC 2� tom'l r i + I DETA _ C DETAILS SF= 1 r c PIP j �t MIN A, (m) C '.SHEEI 4 -% 1S A, :+I:JI NU G +,_. { + 1 ,� `- .FF '-, � y, SFF -� N=tt 4 a sHh-I 'FTAI% 5 .i-r:Jl' I STit=1 A B �AN'D. C �4 SHEET 4 I' 12" C1v=RNA'.^ N 16' OVERHAAG SHEET 4 1 k" '' I v - FiTAPL_-5 �. SE_ DET.AI_ C •N -% f "•7APL5 SHEET -\ f r 5!4 xI 9' CROWN SrFd'lC j 120OVERHANG INSTALLAT0N DETAIL DETAIL £! •✓ r r'- k r/ k: ry S l.P h 4 160OVERHANOWSTALLATIONDETAIL iv" MAY ':;C. � 1WCO PAMIN TAUA74N �D-,.• �fAT= t,; AT EACH �R� z , , 60 MPH EXP. C VW F tit 1ANN..ANDSTAPLZ$ w[RI IA.NG - 1/4" FASCIA JP - 1 4' TT M FA[NT`_0 S5 NAIL ~ 3/t" MIN +vr ir" I p�) DwMF-rFy ARCHITECT: 24"O ERHANG INSTALLATION DETAIL huch DISIANC Ih OCAT_D 24 Iv.AX D.C. STATE OF FLORIDA C'AI3CGi�=`Sf ____ ' TAF�C� WOW FAAAfiNf fN.STAL'AT?CMJ OETAILF .1/F. 41N SIGNED:C9+29 s'Q2t \ FT GF DIST,`.IJC= FASCIA fiCOE STAPLE PlMlDNID PATTERN SIGNED: m2a'L2ov -r A_FHA ALUMfh(JM INC. �okllIrrjfj ' 1 ?10 PREMIER POW tiwA.'+ YtS R-,LO4r //Ff i �.- !t[.P(fA ALUWNUM (NC, `w S41R111Pk.+0 -, 1710 DW C'_ANDO. =L 32804 v V"+ `GEk,y+' 4iP! .Cy-'' r. I ', _" Nti%L .. ,r ORLANDO, FIL 3R2W �~ti•'�C+E+'f� qt1' MINIMUM 16' ALUMINUM SOFFI- *• p 5 # r + H , Uti NAL 18" ALUMINUM SOFFIT 6 *- OCT a 99 rI rI '� ^_ L:.4r�1 �,,.e ♦y ,! �l'j �•p _ 4 2�2� INS DC"A L5 TAT OF* J C6 FI 'I a I A r t - -' INSTALLATIOM DETAILS y�d�: TAT> OEw` MICHAEL C. ANDERSON �•,at<v xr, , : 'r(01�',Gp;..ti ". , ,,nJLr,, - r. .� .�' 'r - .. AR NO 17305 ' �? 2 ca wN: aaF MC RED COR1�J .•' � NT5 �x'r Ob OS 7s C&-.p2198 OF 4BONA`.lt(,+•4 t,•1A5O,J:yi TLCrET= DE s'T1'1E153 A1/ISCi?7AYXStJNIt P,_�t£FIVSTAL£AT?fM° :C.LE _ .V.Al, 0O8 �E2719B C 'P1f iK'�D "PGt14 rr MAL \ / NL'FCHA.VNEL AND NAILS HTS 38/05/13 t DF 4 14InL,"' L 90BER70 i OU43 P E. 08 19 21 PRINT r�lzwt�DAcziDRD�noass^u-E,N.':27023 Luis R. Lomas.. P.C. REFER TON'OtE6fY3.RE1v73tDMEh'T i.R085PTOLOM1s P.E>= Lu's R. Larr•cs P.E. 414.995 n50fi rd4imas�:r�'ane - nry FL No.: 52514 :IYQLYIF, RnlFnit4Afl. NGs'J§,43 DATE• a3a.,�&•csm K.`+n bu, ecmr rL No.: 62514 SHEET CONTROL DATE 08.192021 AS,.1'.4wa9X.81iRStGNwtNDFRre4simESINPSF -• i .. F,4s7$N4A'6 I 4A£d NAIL #ZAI A�1S f lfstt6 /1'oeF+iNG ABUkISru:xalt4£EAvle'XWTHI31NC8E3 JVAIt_1 k+fFX E," 0' r/1AWkr A#o �1ro oeA.v,s. 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PHASE 2 Center vt:nc-36695 Fa11 vent-7d695 -2t5.3 -11W9 -107.6 -76.3 .56.9 sa3 each pearl is l6"Midi, Tripfe4 {hltmdn;mt)11",81ag+la Sds + + }1I7.5 +79.8 +39:5 LOT 36oW400 etVdU-36695 F141-Vent-36696 -275.3 "162.9 -1177A -76,3. 46-9 Beaded 711I="V"Steaves.avdayT'samssuid=h, ' Q>a$(,t[unm 16",ilaJls +216"0 +127.8 +844 -39.1 +44-6 an10Wd3paee b7",yddb. 9af1a-3rrJ9;' urafed.-3G796 2.aG.5 a22a -ao.7 `•s�.2 -41.7 PROJECTS Quad 4(A1Anfa=)W,5tuplcs +,216.0 +1873 +84.4 +59.8 444A DoublaSlms Or'Zwvcaevay50a„^msewidib, , 04321.200 008R1 - Selfd-36"91 Venead•-36799 -266.5 -11L2 -90.7 -57.7 •42.7 And esd/paW4 is 10"WW& lA,vaku ltDwrbE�dUl,�in�ua}12-,XMis +.2273 +13as •1FEA +•63.0 '�t7.0 MODEL: Selld.-36192 V=W-36783 -1I7A -128.6 -849 -60.2 .44.9 TrpIo5labas"V"gmuvasevayI1J3" EXPRESS l:tsrabvjrjDovlrly 6[Alvufhusm)12",saapli* +W.3 +I3415 +We IOR t47A 44wvcswiat%"drwhPari]is1W,vmda. scud-36182 V0904-36783 -217.4 .128.6 .W -60.2 -019 SHINGLE 3yuaha:7tThpieA (Ab=ktm)12",Ya11s +227.3 +134,5 +88,8 +63A +47.0 gelid-36681 'f MWIted-mall; -217A -129.6 ` "9 -64y -4CO GARAGE SWING: FWI Vcut-36M pure t T4k 4 (Abu,uawn)12'.Staples 1-277.3 4134.S +80.9 +Wl +47A Said-36687 -217.4 -129.6 -943 -60,2 -44.9 Vent-s6698 F"11Vau-86684 X19 T4(Aluminuta)12",NOW solod•367E9 +197.1 +11616 +77,0 +54,6 +40.7 . PAGE: GmurvedI-3G709 Vented-36770 --1A8,4 1t1.1 4M -n.2, -3812 -013 P7(hfair mp l2",SWIm Solld36M +197.1 +1I6.6 +77.0 +S3,d +40.7 CeatcrYeaf•36769 VatwA-36?7D -198,4 -111.5 73b 522 38.2 TlA9I8CR f7QA04t 1)(2 BA7'TE1VS � L`-ON/r►AttJ►tNM - DBkdls dtatua wtlh fats taltfe sac fu®d Skeet(uf 2 A rr4cof p 110 S Pwct,v s CAQ ACA&AC ,h4MhLA jwtrq irs,r 6lagts /-�&' RaoFitYC 4'9;vf.Wz, NA.[.f, °.r errA�rr wtrr j y; 60 MPH EXP. C 'LaJdc Laa1:S s 1� 0AGF)o tN SAeN AWk 01M ARCHITECT: A01AAA STATE OF FLORIDA FASCIA YRI1+7 yAAIF4RJ�'1 soxorf7, rLc I8" J2" CRAtM01444 J MvcFJSa+AA rA41 MAt, wrest. FAMOOZOB c sAMEGR C ��-,, 0. t�'!E�ttvq ��� SAVE sntrtsT"iJ LlN1 tMJ7ED t1T 11A1TGNS ���G`GS <SxSr�' OCT 7 �D21 - 'r: MICHAEL C. ANDERSON SOFFIT FOR WirE EAIves ,gJvt7 Hr�1110,4 GF_I1-JAGS' : 'r AR NO17305 NOT' 'TQ .SCAL i '� yT,iri. Or PRINT Allen]V.ltecves,P.E S ructursi l?lx 'eeC F1or3da Licelus#14354 + nit ,+ ' DATE: 08�19/21 _ SCALE• /4„_1> 0„ H f1R Enginearing, ln0. DATE AA LOtt tagWECiNpztozre8a O 2 F 2 ✓ ,/pP?•+rci' 1 - - CtIEIJP YARI!"tlRM 13Y• A S FROJECTNLL{E' VAR1POAht 3 pFYtAYT P +Olt J F-40, Z02.J ' SI�ET CONTROL DATE OWW021