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HomeMy WebLinkAboutRevisionOFFICE USE ONLY: DATE FILED: REVISION FEE: RECEIVED OCT 27 2021 SL Lucie County P®nntliing 9� PERMIT #_ 2/©'/— fjyy q RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 33nyowtESTEAI, d/Liv� DETAILED DESCRIPTION OF PROJECT REVISIONS: �E✓/SlPN Go/Z- SGJ,'= /T d/,R✓!/LEN�G-JT (iGL✓ D/LAtdl✓(r S/fae✓'S No 2E LJ✓J.2 E..x�Ja/ri-foy Z.ae Al'.4ir_E /i- .42Gt•.dd i/OySiC CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: 6, A. ya,Lre„v QUALIFIERS NAME: Q/L/a v ��yicl Se N ADDRESS: �o G✓u/ee d2rve" CITY: e°t,,K gy.y STATE: )t�L- ZIP: 311ro7 PHONE (DAYTIME): 3Z/- 733 - 7972_ FAX OWNER/BUILDER INFORMATION: NAME: CITY' STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: FAX: ZIP: CITY: /N411W 116-14qSTATE: ZIP: _:32927 PHONE (DAYTIME): 3Z/ - r9a Z - 3.5r9 / FAX: SLCCC. 9123109 Revised 06130117 m" EVI S I File Copy October 12th, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, FI.34982 (772)462-2172 Express Homes Creekside Lot # 96 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. Sincerely, J Michael t. Andemoh, Architect Florida Architect #AR17305 File Cory RECEIVED OCT 2 8 2021 Permitting Department St. Lucie County 2194 Hwy AIA • Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 AA0003325 www.abdesigngroup.com ,It Affidavit Product Approval Submittal FL#or Miami- Dade FLORIDA PRODUCT APPROVAL REVISION REVISION � EXPIRATION DATE Product Model # Manufacturer Glass Description ,u>w7�edao BulA!�u�ad i(Ul 8 2 lip Method of Attachment Building Design Pressure Product Design Pressure p3Nisos'! For anchoring through frame into wood framing or 2x buck. use #10 wood screws with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame IA313 FL17499.2 R8 10/08/2023 SH Window 185 SH MI Window and Doors Non Impart into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+38) / (-48) (+50) / (-50) NOISminimum embed. Into substrate. Locate anchors as shown in elevations and installation details. 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. Locate anchors as shown in installation details.For anchoring through frame into masonry / concrete use FL15353.2 R5 12/31/2024 Vertical Mullion 5764 M I Window and Doors Non Impact 1/4" ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum (+38) / (-48) (+48.1 / (-48.1) embed. w/ 1" min. edge distance. Locate anchors as shown in installation details. For anchoring throughframefnto wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation detai►s.For anchoring through frame Re%" dforCode univC"'"E18 rg'nean^g sciences FL15349.1 R14 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" minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. (+38) J (-48) (+60) / (-60) 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 anchors as shown in elevations and installation details.For anchoring through frame FL14634.1 R5 12/31/2022 Sliding Glass Door Builders Series 4790 Ply Gem Non Impact into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+33) / (-41) (+50) / (-50) minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. 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 FL15332.2 R6 12/31/2024 Sliding Glass Door (Alt) Series 420 Aluminum SGD MI Window and Doors Non Impact anchors as shown in elevations and installation details.For anchoring through frame into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as (+33) / (-41) (+48.2) / (-48.2) shown in installation details. FL20461.17 R6 12/31/2021 Opaque single door with transom Smooth Star Thera-Tru m N/A 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. Min. embedment of all anchors to be 1 7/4" (+36) / (-47) (+47) / (-47) 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" OD 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 tag screws with 1" (+29) / (-35) (+34A) / (-38.3) OD washers with a 1 9/32" thread penetration into seasoned dry wood supporting structure. 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between FL14170.7 R14 12J31/2023 Double Garage Door {Alt) Series 170-175, 177, 180-185, 187 Overhead N/A jamb and bracket location. 2 3/4" min edge distance. 1 g + (29) J (-35) {+34.4) / (-38:3) Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails 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 not cutting into shin le surface. Miami -Dade approved corrosion risistant tin caps and 12 ga.1-1/4" annular ring 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 the field. FL5259.1 R32 12/23/2023 Underlayment (Alt) PolysticklRXE Polyglass USA N/A Self adhesive FL17322.1 R7 12/31/2024 Underlayment (Alt) WeatherMaster 100 Atlas Roofing Corp N/A Self adhesive FL34546.1 R1 12/31/2024 Underlayment (Alt) Shield Granulated Owens Corning N/A Self adhesive Self adhesive FL27076.16 Rl 3/28/2023 Underlayment (Alt) Weather Armor SB-1 APOC N/A FL3792.5 R14 8/16J2021 OffRidge Sent 770D Lomanaco N/A Install per manufacturers recommended requirements. N/A N/A Install per manufacturers recommended requirements. FL19567.2 R2 9/21/2026 Off Ridge Vent (Alt) MNII MILLINUM METALS N/A N/A N/A FL15272.1 RS 12/31/2023 Soffit 2T Soffit Aluminum Alside N/A Install per manufacturers recommended requirements. {+31.6} J (-3$.8) {+75} / (35) FL33919.1=RI12/31/2024 Soffit (Alt) Variform Soffits PlyGem N/A Install per manufacturers recommended requirements. SEE PA2 FOR CODE IR E TS N NS L Tt N (+31.6) / (-38.8) (+157) / (-46.1) Install per manufacturers recommended requirements. FL16544.1 Soffit (Alt) Aluminum Soffit Alpha Alum N/A (+31.6)/ (-38.8) (+54.2)/(-54.2) FL37824.1 RI 12/31/2023 Soffit (Alt) Aluminum Soffit Variform N/A (+31.6) J (-38.8) (+106.8)/(-141.6) Install per manufacturers recommended requirements. FL12194.2 R11 6/19/2025 Soffit (Alt) T4 Soffit Aluminum Coils N/A (+31.6) / (-38.8) (+80) / 00) FL16293.1 R3 12/31/2021 Hurricane Panels Less than 6' s an p 24 GAGE . Hurricane Storm panel MFG. N/A 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. edge distance, 12" o/c max spacing. Can be headed screw or all thread but with wing nuts. N/A (+47) / (-53) FL16293.1 R3 12J31J2021 Hurricane Panels 6' span or more 24 GAGE Hurricane Storm panel MFG. N/A 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in concrete / mason 2 1/2" min. edge distance 12" o/c max spacing. Can be masonry, � Par �- headed screw or all thread but with wing nuts. N/A +45 { ) / (-50) FL17147.1 R5 6/27/2021 Zip System Sheathing Wall Sheathing Huber N/A Install per manufacturers recommended requirements. N/A N/A 116. CONTROL DATE 08.IW021 2i94 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 F rQ N to o ►►1 AQ Q U Q o N 0. tu 0 Q A � l) A � :n ti 9VHDIY. da LOT: CREEKSIDE PHASE 2 LOT # 96 PROJM 04321.200 096RI MODEIs EXPRESS SHINGLE ARAQM BWDQi PAGZ-. 60 MPH EXP. ARCHITECT- STATE OF-FLORIDA 4/_ 900 • • 08/19/21 9CALM: 1 /4"=1' - 0" e e:H: 3 21/1" ' J Vt!" r 1 16" ALUMINUM SOFFIT- SOLID AND VENTED 9105 N28 ALUMMRIM-CIP" IwfCx VENTED VERSION VENTED AREA: 20.25 IIIKtWEAR FOOT DFSMdJPRE&SURF RA TNJi IMPACTRATIMC LjFSIGN PRFs&pF RArvr OMPAC.T RA7MM +54.2PSF nrAA1t ±38.4PSF YYAc'"I': NV3'TAIlED �'1 J2"OI'FiRrlAN9 WHEN r, L4TALLEID W y8' O'AERHAAICI I e} F CHANNEL` 4105• HZ AL UM. ,Td U,M .0 i2' TH1GC sL I 1 ;I:-. ' L 1 x) J CHANNEL 910S hl At_UWW0,A.CI7 THFOX -RAMF HIM MNG �Y OTHER: REN DESCRVr ON DrE A°PP.� C RL'VI;LU RCIL4 S A 5 ANU U_I.AI_ C C9i 1//2C21 i.L NO -ES: 1 HE SHO'INN FEREIN IS L'_SICNtG AND 14%t, ;-A-LURED C COV-LY W IH ELOUIREMENIS GF H= F_Jk C4 BUILUINu CURE. 2, WOOD FRAMING AND MASONRY ^DINING "O RE SIGNED: AND AKHOP,EC TO FRO -"-=PLY RA\:itFi AI I :DAFS O 5 RLJC URF. FR:.MINC A',: MASONRY 0?h NING I'3 IHF <CSPON� E LITY Or T - A;( -'I IIT=C- OR CNG NC=R OF RCCORC. 3. ALLOWABLE STRESS INCR=SAS- OF 1/3 WAS FJrT -S-D IN -HE DESIGN OF THE PRODUCT SHC'AN EE'-EIN. 'WIND _/JA: DURATION FAC-OR Cd=1,6 %V.Az_ USED =011 WOCO ANC -OR .:A)C:UI AIU\ i. 4. -RAMC NA CRI.AL: COLD ROL_CD FIRM A_UTAINU}A 3105 1128. 5. =0R A.NCHORNC INTO 'A"JOD FRAMING OR 2X BUCK USE 1 3/4" TRIM PAINTED STAIN-ESS STEEL NAILS 1VITH 1/-" HEAD DAMT=R, 3/�"X',/=" CRJ4VN OR 3/?'X3/8" STAPLES. KF=P. -0 DETA_a A. B. AND E 7OR IAWIVLFA EMBE N NT AND $�ACIHG E, -OR ANCIIORNU IfJT_ MASONRY/ N C MT C:-T .Tv USE .047"X5/$ T JR 3TJ: -.AJIS -OP AN'HCRPJ: INID MASONRY/.: C'.CR-IF INII-1 S.I.Y.-,,M IJSL 0a7"X7: 1/- I cip --TOR ',AIIS i=F=P. -O nFrAI C =OR MINIMUM FMRFDN=NT AND S=ACING, T. ALL FASTENIE w -O DC 001,f:O510114 RCSIE"TANT. 8, NST.AL_AT ON .ANCHORS SHALL 2= IFIS :1_LED IN ACCORDANCE OAT- 1,NCHOR YANU-Ai': J..i-IT'S INS AIIA ION INS RUC Ir:N A'.": .AWHORS i-AIL t421 5- 1114- ,.1RSTRATFa V.'TH STRFNI;T-S 1 S= THAN T-F M', M111A S-RFNCTH SF=(`AF=7 RF Oyd: 4 XJOC - Mllr MUA9 SPE IC GRA' I ( C- G J.4: r•, ONCREF - VINIMUM CMPRC `Iro_ STRCNGT ':F 3,192 PSI. MASJN:N - S RD%,GTII CGNF. IN4FJCC TO Aj N C-sC. GRADS, N, °= I "' R GREATER}. DEB4GNPPfS8URFJUT,NC, %VACTRATMIE ±31.1PSF Nork W J 1 EN (H S TA. L ED !A' eJ' OV EAl i AN0 -A?-CIF CONTENTS SHt- NY:, UE�' iI�IION PROFILE_ AND NOTE 2 A INS-ALLATION DE-ALS AND COMPOh THIS c AST A DRACC THIS e 'ART OF P.00F TRUST SYST=N 11_ SEE A :ANDS, H=EI 4 I- 12' OvERHA•,C - 12" OVERHANG INSTALLATION DETAIL rn Al PHA Al UM NUM INC. 1710 PREMIER ROW ORI ANDO, t I 37809 16" Al JMI NUM SCAtII PROr LES AND NC'TS Lru1M'N D'NG 140. V.L. 08-132198 "= NT5 '.8/05/13 9IC11 OF 4 L AOSEPT.7 LOVAS P.E. *s;zl NYl70F:'AC AL L£A a'YkLE. h'G:i,,<'.'! 0.+a-nnF-BEM .INmpaelh4+^.:.aas aCm SIGNED* 09VP&V0?1 `\`\J`� ICI l l l . 4f /J/ *+ OtAT9 4F � REV ii F'1 Dii:o�.a.\•(,\ ' �f41, ONAL+E%,�v�� Las R. Larncs P.L. FL No.: 62514 O vNrxx. RAY CES:A.IP110N C TE 'PRxmr .. H VISL} NAILS 5 4 it AND DUAL C. 'J6i1ii _O N.L. -P.AME 3U -DING FsAIAF HU11111NC. �_< -HIb IS NUT A 3ikp%r B CT-=F 5 I ` -IIIS IS No- A. 3P.AC[ _ % -III$ IS FhI� OF f :Z-{ -ICC- TRUSS, SYSTEM RO�3=- -HIS 15 PART ,STFF _� 7�'�.� FiIiSS=YN� SEE ,- SE- DETA _ C DETAILS SFr - 5HEEI 1 %a N AN" G SHtJ SHt-I 16' OvERf-I&%G 160 OVERHAM6 WTALlATION DETAIL EXTERIOR SFF OFTAII S A 5 AND C SHEET 4 1X FURRIJG S RIP SFF -/ rJ=L'dl " SHEET 4 SE- DETAI_ C SHEET - 1 2-" OVEI IIANG 24" OVERHANG INSTALLATION DETAIL 1 A_PHA ALUMINJM INC. 1/10 FkLM1EH POW OR_ANDO, =L 329J9 16' ALUMINUM SOFFI- INS-ALLATION DE"A LS r.RagY 1 mf Nn V.I . 08-07198 NTS 08/05/1 3 1 "'-''' 3 OR 4 L ROSER70L0LM3P.E 1432 WLOODFOW AID:EYYISI&LE NC 2,1023 419-S" f15i.-i /AFJ.T2 '!'GTiH9P•I.CI^1 SIGNED: OS2312021 r 0i '5 "k = — * • +Ac�sr� $, 7ATE OF Ta i'A• .qDR1C1t:•A�'� �910'0L1'�p���` 011, Luis R. Lomas P.C. FL No,1 52514 BILL OF MATERIALS I NO.: PART NUMBER DESCRIPTION MANUFACTURER MATERIAL SOFFT Ai PHA AI I IMiNIIM NC AI IIM,NI IM 'Un5J-1?fi F CH IA ALPHA. A.LU6FNUM INC ALUM:MUM 34.05-1­12.c 3 IJ CHANNEL ALPHA ALUMINUM INC A.LVAT:NUM 31L15 H2b 4 1­_?1UF illll lilN 8' OTHERS THIS. IS '.CT A BRACE JHIS IS OAR[ OF - ;i:C:F IK1155 " --L DETAILS A. 0 AND C 51 CZ - 17" OV RHAAC 12"0VERHANG INSTALLATfON DETAIL tFAVF HUM 1IN3 Hy U HLK TIII' IS NOT A DPa=- THIS IS FART OF ZZ..7___+' RX,= -RUSS SYST=M I �1 _ 5=F �` r F 1 . U=T'JL E J' '_ NLS DETAIL S ICE- 4 A E fJiD C SILO? -CF 4 lK`+iW-RHAN.n. 16" OVERHANG INSTALLATION DETAIL 1 /4" MIN I 3,=$^ TRIM PAINTED SS NAIL / W/5/ic" -E:D GIAM= ER f IO(YIF7 " MAX O.0 DETAIL A WOOD Fi-v MM INSTALLATION W7 F CHAIWVFL AAVD .NAA'-S 3/e" MIN EDP- DIS ANC_ ;i,/4"X1/4" CROWN a APLEa IOC41-D 74- MAX C•_I;. IFJ ]AJAOND PATTER\ V.L. `E NTS 1 3/4" I,M F41NI_0 S:: NAIL (-} PEA PANG_ Z/4"X1%4" CROMNN STAPIr PF R Pid* FVRAiNG STPT MIST41 i AT W 2.1" OVFJiNA,4� 1X OR ?X OCK =ASCO, MINN I EFABEPMEtiT Jt 3/4 XI/ 4 CROWN ST:m OCAT= {) AT EACH CROOV REtimoftS FM rrSrRlPnnN M1r :F'PIiIY+r1 C I RPARFI) N7,TFS F. A: 6 PVC r.FrAl G )q/'-7/70211R.I FRAME 31.11LMN; Rv O-HFR� TIIIS IS ,-7 .4 DRACC THIS IS "ART OF R00= TRI15S S14TFItA EXTERIOR \ \\ I X r_-, N G - SF- �� ,\ S-PIP c=F DETA _S �-` ; -pJL E A,C3A\�C , :._CT4 SHEET = \ - SEE C�AIL D SHE=- 4 '2" btAX OC 24' OV=RHANC P4" OVERHANG INSTALLATION DETAIL ALPHA ALUM NUM INC. 11D 'tEMllk kJW OR-ANDO, FL 32802 16" ALUMINUM SOFFIT I%S-ALLATION DETAILS Dwc Nc. 08 02198 °' OB/05/15 s ET2 -,F 4 I AORFPTI3.1WM P.F r4.0 WCmrorir ,'F;+ r;M.i-twt r pr,,e-wT 414- Ali-LL^4'J .rta e f nnsa. m++ Revw&W forCotfe Universal 9 Srences SIGNED: 5912,?12021 v,.�,0E4sfi�d\'i +*` 0 *� TAT OF ; r [ �i��� S�pNA41E���'�ti _Lis H. Lomas P.L. rL No.I 62511 arc I rrrmpTxa I rA-r I A-PP.1V ' C I RFY :FP h::TFS s A n' AM rza r. DETAIL G `ROOD FRARAING 1NSTAJLATXN WMJ•CHANNFI 3,/8" f!- BEIIVF-t`J /! ' TAP-=S - 1 -�- 1./4" FASCIA JP 1 :/4' T•; M FAINTED S5 NAIL ` 3/6" MIN W/VJF1 F=AI DIANIFTFR t DG1F DISIANC'F _OCAT=D 24" NA); O.C. 3/8'- 3�M=N 5/8` MI-4 DE 1AIL E STAP_E4 [MB[DtA-NT VAMFRAMs'A;r, 1109741L4111OlN DETAIL F 'i/E" YIN FASCIA SIDE STAPLE DlA+WOM PATTERN FDGF DISTANG= OyJ" k 1 ` /2" NAL ' MINIMUM OR S UH NA L'UC:41 c0 24" MAX S_UCco FI"15-1 - 1?. /K MasBv^,Y/casNcrer_ �' DETAIL C 3'( >THER5 MASGNRYeC17NCRFTE WSTALL4TKOH YG'P CHANNEL AND FLAILS REFER70 NOTESFOR EAdWDMENT WOOO rRAt/WC INSTALLAT" 114' F GIANNEL AND STAPLES ALPI IA ALUM NUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS ORO*: Y'AG Nc. V. _. 08 02198 M NTS "rE 08/05/13 sHFT4 DF 4 La. BEPTJ LOMAS F.E. :47P 4t^,-A7PF^PIJ iiE: l F:41p-YIE I F ITC.: 1G'3 tJa•iYFi.&M Nw>;as�nf+nA.;x ttm REV C FnCF 11 Ht NL 3/ `"'X I '4' CROWN SAFE aH 6/b-X.5/8SIA411- LO ATCD 24' MAX. O.C. CIV NNE_ TO BE =L_SH WITH FASCIA FASCIA 13Y CTIICRS SIGNED: 0912&M21 , 511IBlIIL1t0T7jjrf/ NtiN-v "•�tiCENu"a;9cP * ,ficN�A. * ` A11111l 11 i,11, Las R. Lomas P.E. rL No.: 6251 A 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J ti W W tij V Z 4 w W F- r7 J ti O -1 W Z A m u r � 4 0 � 0 ti SVBDIV. de LOT: CREEKSIDE PHASE 2 LOT # 96 PROJECT* 04321.200 096R1 D[ODEL- EXPRESS SHINGLE GARAGE SWING: PAGE: 60 MPH EXP. C ARCHITECT STATE OF FLORIDA OCT 14 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 08/19/21 DATE: SCALE: 1/4"=1'-0" 1=fri,:� riFy ALLOWAS#L3;J71M rN-Al-ND PRRSSGRFSIIYPSF --- smf3 tr VAN TATKr, VARIFORM E,As7e ivro x Lv rncl s _ SC1I'EI`N TYPE 90ttba6 (AJmnindo) IT'- rails +44A +135.3 t +96.6 , colic-367g{j Yentad-367$J -169.1 -1353 46,( ;:tY S (Numit:wrt} 12^• Swp1e7 +lI.I .... -rm.3 +96.6 =o 4-3678(t Vuttui-3678_ -177.0 -141,6 •101A ;ny 4 tmunnn)r2";1Qai1s Srdld•�5694 +I(9.J +73. -%A Ccra ena-=$(F)5 rh.11 Vent•SM96 -i35.3 t : 7r, a (niu"mm) IV, Staplaa Solkz 3604 +t(9.1 +:35.3 46A 0mwrVct Z6W5 FotlYr,4.3C696 -177,P -1414 401.1 Qumd 4 (Ahmittwnl Jb' . 3'aiis +126.8 +161.5 +•72.5 Solid-36747 UeaoW-3679P -126.9 -1015 +10I.5 -72.5 1 Quad 1(Alwnicutt) 167% sL.pks { +12(.8 +72,5 Slid-3679T Vatxat-35798 -132.8 -106.2 +106's 75a CTua'uuiit notaaJa6 [AWmttatw)1Z ;Ntt1'1>: +113.5 06.3 Sa11d-36782 VartldJ--367d3 -133.5 -106.$ +t .& -16.3 __ I)urebuW Dauhta 6 (A..umbum) 12". Staples +133.5 +76.3 Wid-36182'Vcntcd-36781 .117A -]4 (.d� +{U5.J1 � -101.1 Lhz-0atlt'fdpk4 (Alumft )l2",?hails +133.5 a76.3 acW-3607 Cana yr ,-366&S -133.5 -106.3 -7&3 Fau Vcnc - 3609 7(a Uuntuslt TrrpicA(Ahaoni=m)M-, Surylcs +15S'5 rl0b.8 S')iE(1-•3G6u°+ c•�•n _ tt G ..]n Ccntx'M'cp:•-366&S Fu11 vV11- 3635F t Ai3 T4 [Aitmetwm)l2°',Naila Snitd-?6768 +115,7 +92.,6 +66,J. CcarcVrnt6763 tlmLtxS-36770 -115.7 .01374{AS,.mssum.i12TM,Stapkn 9I;;d-36769 +11.5,7 +92.6 -t65..1. Cutter Ytat•36764 Vatted-367T0 -177.0 41,U � •101.1 Dtirtils that to with Uk $able the found an Siaeec k of 2 DESISr3PRESWRZ: EiSTEDiVTABLES ARE EASED ON, CO PARA13V8ANDRA'fIOYAL ANALYSES FPTMn41MFX07FCr 1'70WO09AVDi%RE114COI1T4Rhfi CEWrlUTHE �,W-0 FLONDABUIL011(C4CODE AND TIM-202017.OlUDARESID IALCODE. TIM 2020 FLORIDA. PTRUNNG CODE IN SVCHON I ON-1, ,AND THE 9,020 FIARIDA =1DIN1'IAL CODE IN SEMON R703.1 17'tl(.It7C'.TLY MANDATE THAT TM DFSIOI"I iVi13iJ i'[ MSSUR12S ON'WFFA'S ARE TO BS TIS S.AI4IB.A5 TIM ATt•IOIN11s O WALLS. WHERE SHORI &AX A2,C0 LONG S.?&N TABLE OVELU,AL, TIM IR WV.L VALIUBS GOVTRdd !slit[] SHOULD BE USED hN INSTALI,A rION DESIGNS. AtTON AHLE DESIGNWIND IND PRESSURES IN PSY _._ LONG SPAN TABLE � VrAI21I+-C$RM EAl'ESVIDTJ`i- JlVCUFS S{}FI'IT TYFE 13" IS" 18" oat' 24" vocbkG(AJnminu7,r) '•,Na11s 4.788 +170A +1113 +79.8 +59,5 Solid-36780 Vsntce1--36731 -175.3 -162$ -107.6 -76,3 -56A Tb thla 6 (atmnlnum) IV, Saapks +288 +17fIA +112_1 s-79.8 +39.5 ' Sued-9fi98U VoiW-56791 -275.3 -1629 -10716 - •76.3 -56.9 -fripiu4 (A,1aew7nwa113",Ys3ta 3411-36ri93 +'l88 +170�4 ;I IEL 179.9 -i59.5 Cea{a Vent-3ttG"5 Puuvaac-76696 I-2.75.3 -162.9 -tG?.5 -75.3 -56,9 Triple 4 {Alimt4tml)13", Stap1z Solid - +288 +170.4 +112.5 4-73.3 -1-59-5 36id;+4Ca:itarVeJ-36b95 Fult Vent-36636 -2^,53 -162.4 -t07,b -75.3 -5. Q� 4 (Atatnintmt) i6 ;Nai19 r216.0 +127.8 t•84.4 +59.8 +44-6 3olid-3ft197 VW -36799 305.5 -322.2 -W.7 •51.2 -41.7 t}umd4(Alrmiptun) t6", ffisgG +x16.0 +127.a +84.A +59.8 +44.6 Solid•-36797 Vertu--26999 -206.5 -122-2 -90.7 -57,2 -423 iSt:rttesilti7autr176(Alueuiat�n)1'2",Nails +227-3 4.131.5 4988 4.63A ®47.(t sett€-36,i82 VeAW-A783 -217.4 -128.6 -84.9 -60.2 -44.9 EumbOli Dirux 6 (Aiva& auw) 12',.UIXC - - +=7.3 +131.s +1311,8 1 0'3.o 47.0 Snttd-36762 VcoWtd-36783 -217.4 -128.6 •84.9 -60.2 4A,9 r uoSsssit Triple 4d {nlro m numj 1 a", Yafits +227.3 +134.5 +98.8 +43.0 +47.0 tidiA-36687 (States r°eti-36698 -2I7A -12R.6 -U9 -602 4CO Full Vent - 36S69 P,+rstr:, Y Txipfr •t (Ahusilrnuu} Ik'. Staples :-217:3 +134.5 4$9.8 F93.11 =47.4 Salsa-366687 -217.4 -123.6 -843 -60.2 -44S cm-," Vent-- 36699 rot Vo - 3"Sp, -(W T4;Ah minun) 12 , i9alis aalid-3670 +197.1 +116,6 +73,0 +54.6 40 7 Cm:cr Vaut-3GTG9 Vwwd-36770 -180.4 -111.5 -73.6 T4 ;AlumlauTs) 12", SSapks Solid-367� +197.1 +116.6 +77.0 +54.5 +407 CerrrerVent-367(9 V,,Wd-315770 -188A -1115 .73.6 Bebtils ltaateo wih 4'Si6 tableare fpttttwf 6n 9hect J of 2 r OF Fo4T7'F-eVe S ikf r-Acbr ovAII. YrAl RR'F- � %a. LOArc goer 2dG KAIr�I Ivarly� l0 314AlGIkS fIIl3J 0/f l/$A.1tS;'OR S7lIP6ES r#ii,It'' frr e-owc 4eG'4 ;;�� or &lr (16 GaGL� i SwF To-0LC-S ---- 7`lafP`t+ FkRror,v'G JTk SCMi.•.• � .,, le'A gG/R •. � �$ Y UP1,4n r7li ,l•t}fi�•'i'7l a � ,A'AsTiw'Ex;�rpnrr,vC laa9raAA e"7[lAt. Se6 r/18 Ge'$ �'CJflfNrl ed,. Wf'f"!i CA.74,Ir Y,Pit3 11..aRF+kArL b orr4.aSe+rt s GrlsciA ,t r7 it ,1r1.FCK tuAtl CtlYrr' WIG'7'N 4iI,4IL.S C, a7t'I X S%g uL.�fVC -AVE d'J1i'rN � 7AC7rPN.47-E Isi4rG,t„ .9�7.+1L See i-4,T445` &Si"r¢3Axl MsirA7 S'PAGING 4,Ed; 7-.•sdi.Je",: - NoT 7-10 XCALE fJfor I7-S WJih' .9 d.0r- AL4.S V Se rsrs FAS7ZA?fRJ A9• EACR NROL. TIA1114 tVR AA7lIlG *414 ZI AEA 1jV Lt71V5 @2tinr�dA2i'" l'a / l7aDflltG h+A`/L.S i�fIfTI18 grs•rcrrexs 1r A"'& .VAia fy's TeV414N; f AA'v 41N o� NGA.. EdTll;c/g Y �L040 .?*4jrtAFG r7R: ,FYANi.@S lv/rm 7"!I safArlXs ✓y %aldC ei6.f RAiG (Id tedlCEj J6.. SEC 00k NA AL J � r, LCGS TAe41.. 5 ie7,(M2yre 40 rcI6 r,, ca} 0+, cnM,Ndt L S65 i•A$iFs L - PR4 M1(V4--- �arscv ofxa,VA XCIA FAdfA r "E J d£eCYABALfNS-SirFiT - ENsNN. C su 7etES EA1pTfA.a PE iltrxS TAax.t;S !•Air�v'r,�t I.t�AalM SAMk AS AI e+tferA �i `1 Ft`i ll fry Jf oor ,t'i{'�t} A/!f,',1 ` E% W/TN_WOOGT.iRA L✓ LL -• - - 1LtT T� .?CIi i.E _ -- !TI T i0 .0itlstttff.l7u�il7 1lsr�/� {err r'`l, eces'ti'`��+' �•,-qe. t-'S-a•+ '��{r Allet1 N. Reeves P.L. Ss: t lur a1 EaSitleer •.. Flarids I acesastt #19354 t :'{ y S L? HREnginetering Inc. G1104TLL,V-GC 4 "AM ®t • tl r48,21'21 pgClEci dram°�'x siF�r�I _oF-2,_ A L VA410 U i"»4 AR.LUI:CT NA4fG t+R R�Fa R.�t S'C FF't rS'- ?,aR/17A rrhrlh ly. si 4''L�l\ IIY•.11,..-.� EV s E Double 6 to "Sn' gnmves every 6" aums witllh, smd each paacl a 12" avidr" Triple 4 orT4 has "V` gmt ves aver} 4" derom rh4th, Md mch pamot to 12" , iUa, Qasd4bras'V-VMVts6VXy4' nraeastvldb,, an, =ch panel is 16"'.Vide. Fended 7"Las44`" not as sv&,y T°a,,oatafdfh, 291 vaebpazoi is 7" svido, Gnuble5iasW groovcaevery50serossw%Ujb, and tack past! 1610" aide. Triple'_' laww"v"grooves evary1113" I-va aA7TEIVS- AiT-/j£l9fp 'TO C014A 'Fe,AmiioG 1t f-MALA wg-4t 'USX a".'7 4tra0O fi" 4 It is WI&I A-ASCI A BdnAc FASCIA rocim Reviewed for Code PmPhance Universal Engineering Sciences r1M7t4CR I-Aq AA19 E5 L,` 10-At4X In OAI S'PAc,ONa ,. L 7,Va 9,00'feYC ,yA3[.a, 4.Y svm,,Bd. W1rM 1'iLoNa 6fiCSxhv1OI6. GA4T)o !N LAeA AAk 94mv YARIFtrrt'M ••---� soxFr7 SCc' ,Nvrrts%n!I TA61� I�r• I�„ MAaC. I AAAk. wrr.7rb UNLIMITED C 1111Ei CJRL-15 4L L s?A4l H(' IS,$44 Ai ,AT SA7'7'1--N.4' CEI FR Enginearing, Inac. DATE rLE p L6Ll F1CrJeCTt4CZJtI2ai iIAII� t�evars vA eet5 ALtr tirtbM &Y J*i10JECi't+bNiE. R Cssr 40fP1rs- O AOxraa `ti55"5t� t�"t'(J��rrrfrri x jjj ofj?�'cti�,, 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h W to O U W Q w Q U o N J ti Z � W q m U � n m q cO e 2 ti SUBDIP. de LOT: CREEKSIDE PHASE 2 LOT # 96 PROJECT# 04321.200 096R1 m®DEp r• EXPRESS SHINGLE GARAGE STfMG: PAGE: 60 MPH EXP. C ARCHITECT STATE OF FLORIDA OCT 1 1 - MICHAEL C. ANDER�ON AR NO 17305 ramaast A 08 19 21 DATE: / SCALE: 1 /4" =1' - 0" 8HEET P A 3