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Plaza Drive 815 MAP SHO WN, 0 B0UNDAI Y SURVRY OF LOT Z4- BLOCKA SHO�V ON MAP OF lza Q7- 14c— AS RECORDED IN PLAT BOOK 3O PAGES G Q OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED FOR: ,JAI (-,o of D Pc i 2-S- �on�n�r��./ Q�✓ LEI/7 T AO T/D L /z /&4 o.r' ,o.z' r.o r' x k/oan • 'SNE ? F 4/4 Cr• .A zs �j � TV C(4,2... THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE A_AS SCALED FROM FLOOD INSURANCE RATE MAP!Lel FOR THE C1 TY OF 4Tr1--. /Y-/_/ FLORIDA, DATED !L /7• BQ AND IS SHOWN AS A COURTESY ONLY AND DOES NOT CONSTITUTE IA CER FCA77ON OF SAME. TRI—STATE LAND SURVEYORS, INC. 8411 BAYMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 LEAD BEARINGS BASED ON UNE AS !-t*' ' ■ Cava MON i • #M Care. THIS SURVEY DOES NOT REFLECT OR-DETERMIN yAWlV�t�:SHIP. (SET'"'"t,CAP t Ls+'+*) NOT VALID WITHOUT THE S1GNA _ RE'AND THE;QR1C4NAL iRA/SED SEAL -x-FMXOF A FLORIDA LICENSED SURVEI'OR AMD',UAP1lji . o MW COR.(FUMY) oww RRL "RE57MI70N LM LARRY G. FOSY, P.L.S No. 4144 Ew,T Eas wEwr GLEN M. BROADSIMET P.S.M. No. 5814 RIM' RMT-Cr-WAY I "- ` COV. 00W9MD AREA SCALE - — € C N7VUW Alt AN COAD71CMM PAD REGISTERED SURjVEY17R AND MAPPER, M RAMAL DWANGE DAAOZ STATE OF FLORIDA (LB #4921) D ten: F.B. PG. ORDER NO. FILE COPY ft0MmwMMM"=MMC0DEFOR SULLUMN COMIRUCTON iroRM A00B84 Rodd Md Csapard Paaaalpdv*I MMM 8 N MORMIN 12 3 ��,� fic d �iwwiswMl �Oorewe►MMwMiMrNbara�dfi�wi0iufershpe�M�Irtr�jradlrtewdwsaMrrerweMtaYNt. asiaiiaaar nrMarsl 1 a aartwaMraa�MsMataaaaasr ra��aedMrra�IM�N�'4r��fw �awtWk fear.M tl�adlli �sdMbM�tMrlwsbped wGNa�u�IriMSMetawibwlwflihrMM4iw0aMcemMlwrr " dilneeibatMCll�IriaHeaeis. . 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Healig� Elis.type' (jgmC beat prop,AWL adp.ML>im LPAN*fes tip..mos wV%MA nova) 16b.llliPPlir0P!/1Fulw 10. iiotwaiarsysNM Illm t1YPw deF,eat tls•Lhpt,adaG irx mc..dad.lawt paazp4 adns sass) 10a. 7ylw-,. /err 1Ms. ok 4 a tMaipRaA aislnslnasasawMallilinadaiiisawia aogMsaai i�Bw�pwdMwaMsnMsssr+ewrNbwsaierUaeabdarsmaMsosviresiMdY aooeoiMaeviMiiseasatal.>a0.�AMtilMiiilzMMaeistllHerara/arasts — :�::� w�ra.�,tt�d+►swyr��3�.oG � ��,;L�.4_lga�,o�ou ,DL.4auIVaH1LLU _ l�jU01/019 " l FIC 0 FVIL • `•� -Rhii ��"�•` !!��r. �"•,: +/,:Tib'—'ii'�' '� . �'- ' ::..::. OL. - Aa�:•�'ae5t Au ISMAd` v F &eo r.Seal&S iae Vit:pec • 80biw,IFL 333.3.E state afIFIMO& RegWwed-gnginew P.E.#7496 TILE COPY M IA M FDADE MIAMI DARE COUNTY,FLORIDA METRO-DADS M AGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 _NOTICE OF ACCEPTANCE(NOA) - GAF Materials Corp. 1361 Alps Rd. Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO(In Miami Dade County)and/or the AHI(in areas other than Miami Dade County)reserve the right to have this product or material bested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance,if it is determined by BCCO 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. DESCRIPTION:Tfmnberliue 30 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 provided to the user by the manufacturer or its distributors and shall be available for inspection at the job.site at the request of the Building Official. This NOA revises NOA#04-0305.03 and consists of pages 1 through 4. The submitted documentation was reviewed by Mark A.Zehnal,CPRC NOA No»05.1115.09 Expiration Date:021W Approval Date:OV12106 Page 1 of 4 rr P �Ofly MIAMI-DARE COUNTY,FLORIDA MM 1ADE METRO-DARE FLAGLER BUILDING 140 WEST FLAGLER STREET,SUITE 1603 BUILDING CODE COMPLIANCE OFFICE(BCCO) MIAMI,FLORIDA 33130-1563 PRODUCT CONTROL DIVISION .(305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE OA Woodland Industries,Inc. 1520 Kalamazoo Drive Griffin,GA 30224 SCOPE: ations governing the use of construction materials. Tbis NOA is being issued under the applicable rules D ade County Product Control Division and accepted The documentation submitted has been reviewed by to be used in Miami Dade County and other areas where allowed by by the Board of Rules and Appeals(BORA) _ the Authority Having Jurisdiction(AHJ). Prou Control This NOA shall not be valid after the expiration dateastated below. The Miami-Dade reas other than Miami Dade County)nty)rea the right to Division(In Miami Dade County) and/or the AHJ(in assurance purposes.If this product or material fails to perform in have this product or material tested for quality of such testing and the AHJ may immediately the accepted manner, the manufacturer will incur the expense or material withinr.jurisdiction. BORA reserves the right revoke,modify,or suspend the use of such product to revoke this acceptance,if it is determined by Miami_Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code- This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Woodland Industries,Inc."#15 Asphalt Felt Plain"&"#30 Asphalt Felt Plain" ent label with the manufacturer's name or logo,city,state and LABELING:Each unit shall bear a penman �Control Approved",unless otherwise noted herein. following statement: Miami Dade County Product A shall be considered after a renewal application has been filed and there has been no RENEWAL of this NO vel affecting the per of this product. change in the applicable building code negati y after the expiration date or if there has been a revision or Change in the TERMINATION of this NOA will occur materials,use,and/or manufacture of the product or process.Misuse of this NOA terminate this NEA.Failure to comply product,for sales,advertising or any other purposes shall automatically with any section of this NOA shall be cause for termination and removal of NEA. Florida, and followed by ADVERTISEMENT' The NOA number preceded by the words Miami Dade County, then it shall the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, be done in its entirety provided to the user by the manufacturer or its distributors INSPECTION:A copy of this entire NOA shall be pro Official. and shall be available for inspection at the job site at the request of the Building. This NOA renews NOA No.01-0213.08 and consists of pages 1 through 2. The submitted documentation was reviewed by Jo L.Acebo NOA 05-1206.02 Expiration Date: 04/12111 a Approval Date: 03/23/06 Page 1 of 2 MM f�ID� MtAM DADE COUNTY,FLORIDA METRO-DADS FLAGIM BUILDING 13UR DING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 3313NI563 (305)375-2901 PAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Florida Metal Products Inc. 6940 Stuart Ave Jacksonville,FL 32254 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(MU): This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to Perform in the accepted.manner, the manufacturer.will incur the expense of such testing and the AHJ may immediately revoke,modify,orsuspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Division that this product or material fads to meet the requirements of the applicable building code. This Product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: RV10 Aluminum Ridge Vent LABELING:Each unlit shall bear a permanent label with the mamufach rer's name or to city, following statement: "Miami Dade Co �� ty,state and County Product Con1rol�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. 1`MN11NATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufachue of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other.puiposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal.of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall-be available for inspection at the job site at the request of the Building Official. This consists of pages 1 through 4. The submitted documentation was reviewed by Frank Zuloaga,RRC i NOA No a 02-0913.01 Expiration Date-. 01/31108 Approval Date: 01MV03 Page 1 of 4 . I I FILE Copy MiAMt-DARE COUNTY,FLORIDA METRO-DADE FLAGLU BUILDING 110 WEST FLAGLER STREET,SUITE 1603 MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)37529()8 00 X u I y R *L FILE COPY Wo MIAMI DADE COUNTY,FLORIDA METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (3057 375-2901 FAX(305)375-2905 NOTICE OF ACCEPTANCE (NOAH James Hardie Building Product,Inc. 10901 Elm Avenue Fontana,CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County)and/or the AHD(in area other than Miami Dade County)reserve the right,to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AW may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Hanhphnk,Hardiganel and Hardisoffit APPROVAL DOCUMENT:Drawing No.HPNL-8X,HPLK-4X8&HSOFFIT 8X,titled"Hardipanel, Hardiplank,&Hardisoff t Installation Details",sheets 1 through 3,prepared,signed and sealed by Ronald Ogawa, P.E.,dated 4/13/99,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact - LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and them 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 coy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#49-0223.07 and,consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodrigues. NOA No 02.0318.08 a Expiration Date: May 1,2007 Approval Date:May 23,20002 Page 1 DET AIL A a non L LENGTH �— Kp di Onek Vdin9oe- Ge"Qn{aPrCo 8g ondl�dk WAL r as e5to!dc,cce '"iur@nents of the - tnge tih Sou9Ftorida Buitdin9 Code. MUDstsCr BnBA.s ty% Thickness " 1 PAN EL D1�I41 Len9 5/16' 9,9,1D� r 1 r l 1 4 SIGN PRESSURE n o lls pressure 1 1 1 1 r 1 1 r 1PSF tatlatlon 1 �ood frone -t04 PSF 04 1 r r I i Ir r 1 r 1 1 rr Netat f"an" 1 1 SNAi-L BE>aa�rE r+ c�� M NOTES INSTALLATION ACCEPTIUNS. TW- QAC ANCE r �11 r r I r 111 r r 1 'ul� {iat�• �E��eiENgA_nam&- a REGE � XONS AND THE APPLICABLE r r 1 r i r l r SEL L T"E SOU'V" FLORIDA BUILDING CODE. 1 2) sta0r CiB' �TH Lp� OR BE DESIGNED30101 R B AN ENGINEER ILL 1111 it 11 rll Ir 1 WALL r 1 r 1 BE Iwwvt f'�R THE S.F`•g C. AND THE REQUIREMENTS HEIGHT 1 11 11 11 11 r 1 1 nF THIS N.a.w 11 11 1 11 111 11 ,1_ n , ;wN SECT B-B �^' �:L ` l zrraa�u+as coYn�o WN T1* BctRN BuuBBIS CODE 1 L DATE __IA PROIXICT CImtm mBN STUDS 16 DETAIL A 5/q* 90W00D BuemNG CODE Cs KWA SHEATHINGcEruscE �'I W ATERPRQQFING B PER 2704.6b F.B.C. olnts, OF S• ® rONT 1"01��v92 110N DETAILS horizonENK tol J nun 4EpRODiam c — USS E•ar-Nw a sza3i ANEL SIDI ' tNeTdALL Verticatty,(, sd ppX ted ys0 tag ds BsyE s°EvonA+Etrr corTEx ,was HARDIP is are opPU rated Ply 5/8' wood IPAPIE ..a s .h are the The P°ne, c5 ply, APA°r 20 eo, xn installed ontvoYdzed bo% x S CMETAL y1ARD L TMr ty eecacaW:eY Ncaranpl 3HPNl 8X over 5/8 d studs Whe to*�9 90 x 1 5/8' STUDS QD� SIDING °t'ti. a+`�' y n.t.Aat Porn what:ae�w ad+�e°� of a'A a""%drum °teased with 6d fastened tet g�rQws. The of QR W0 spaced Pas s it shall beribbe shall be d bu99 the paring{etywood not 1 tARDIPANEL INSTgI_LgTION HTS panels stge Studs H.D.' o.c, arO throk4% su d. d ns DET ILS APP N molts! on ros 'ateestuds, drWen be ova f 3/8' 0.315' Cor tt be Pi fasteners and interne pit Joints ^djstance she shall o the a nc avedge e d2 nfron the corners' and screws of a ni SOFFIT LENTGH DETAIL A B SECTION B-B DESCRIPTION I I ' Hardisofflt panels materiak Is n non I { asbestos fiber cement product tested 1 ( � in accordance with ASTM C-1185 and I� I I ( I meeting the requirements of the South Florida Building Code. �'k\ SOFFIT I I I I i I ` I I SOFFIT DIMENSIONS Width Lsngth Thickness my } WIDTH' I , I ` j ` sae• a,9,1o• 1/a• s sn6• II I I DESIGN PRESSURE RATING essure ` I Installation Desi `` Wood frame t 53 II Metal frame PSF NOTES I I I I I 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE — — WITH THIS NOTICE OF ACCEPTIONS, THE MANUFACTURER'S -J LL- --L -J L - - � - - INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE SECTIONS OF THE SOUTH FLO2IDA BUILDING LADE• 2) JOIST OF METAL OR WOOD WHERE HARDISOFFIT WILL BE INSTALLED SHALLOF, W CaMPtrn16 ttnTfl TIV JOISTS 16' O.C. BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE S.F.B.C, AND THE lOMq BUUDINB CODE DETAIL A REQUIREMENTS OF THIS N.O.A. /I ._19._ d Ccaw a0l ays.i HARDISOFFIT PANEL INSTALLATION DETAILS swauwsae. BIalAN CODE CoaelANCE OFFICE The soffit panels are to be Installed over minimum 21x4' wood JOISTS (METAL et-e •,ut M=A=110. 2i3•a Joists or 20 ga. x 3 5/8• x 1 3/8' steel Mars spaced a shop b maximum OR WOOD) of 16• o.c. When installed on wood Joie ts fastened with 6d x 2' tong gatvanlxed box nails, on steel studs it shalt be fastened with NS x 1 1/4' x 0.315' corrosion resistance H.D. ribbed bugle screws. The fasteners shalt be legal ElM AVEMIE pplaced 4' o.c. around the perimeter of the panel and ® IGIARDfE - �T�-6300 CA 337 Inteyr,edlote studs. Nails and screws shalt have o minimum edge a6�A0.i 6 OEVEI ne>R(PURR FA76 989-427-0634 distance of 3/8' and a minimum clearance of 2' from corners. iNs dra"and tM cepyrght thereh on the 3/31/99 HARDISOFFIT prop.rtr a thr above°a"o°"r a"d accordYp, HSOFFIT-8X the draeMp rust nat be coped Or reproduced PANEL i,any neter,st cern shat:rover. swEET w0.: =L'HARDISOFFIT® INSTALLATION NTs DETAILS •R LAPPIN WALL LENGTH B DETAIL A DESCRIPTION Hardiptank siding material is a non asbestos fiber cement product tested I I I I I I I I I I I I In accordance with ASTM C-1185 and meeting the requirements of the South Florida Building Code. PLANK DIMENSIONS rumicTiotimcm I I I I I I I I I ( I I Width Length Thickness Rum" <_9 i/2' Length 12 6 14' 5/16' Neoi.o pj DESIGN PRESSURE RATING w7 Installation Desitg�n Pressure WALL HEIGHT I I I I I I I I I I I I Wood frame -t52 PSF Metal frame -92 PSF I II II II II II { NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTMUS. THE MANINAC.T"Rms6 INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE SECTIONS OF THE SOUTH FLORIDA BUILDING CODE. I ( ( I I I I I I I ( I 2)1T11% OF METAL OR WOOD WHERE HARDIPLANK WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE S.F.B.C. AND THE REQUIREMENTS OF THIS N.O.A. B STUDS 16' O.C. SECTION B—BOHM AS ft DETAIL A i 't seams nosioA euKmlm cont OAT ZQ_I HARDIPLANK SIDING INSTALLATION DETAILS 5/8' PLYWOOD � ' exoaicr mrot mvs.on The planks are applied horizontally commencing from the bottom SHEATHING ' MLORM CODE C9119I. a OFF course of a watt with 1 1/4' wide laps at top of the plank. The WATERPROOFING NO. optional PVC cover molding 1 5/8' wide is applied to the bottom pplate under the bottom plank course. The verticat Joints must PER 2704.6b be over framing members. Optional PVC butt Joints Inserts are STUDS (METAL OF S.F.B.C. used for on-stud Jointing. The planks are to be Installed over 5/8' <5 ply) APA rated plywood-supported by a minimum of 2'x4' OR WOOD) JAMES KARK !0901 ELM AVENUE wood studs or 20 go, x 3 5/6' x 1 3/8' steel studs spaced a FONTANA, CA 98337 p ionrt� maximum of 16' o.c. The s►dh+g shaft be fastened through over HARDIPLANK FA�7G 9�n9-t 7�t-0634 lappIng planks with 8d x 2 1/2' tong galvanized box nits over SIDING This dra and the eopyrlpht tlwrrtln are the wood studs or with 08 x 2 1/4' long x 0.315' corrosion resistance '�'$ 3!31/99 property o the above eoeva y and accordnol H.D. ribbed bugle screws over steel studs. The fasteners shalt be the draaMp must not be caped or repraduc� N0.: HPLK-4X8 placed In the over-!upping area 18' o.c. vertically and 16' o.c. M my nateriat Born ehatsoever. OW 1p, horizontally Into the studs through the 5/8' plywood sheathing. tntE A distance of 3/4' from the edges shalt always be observed. HARDIPLANK INSTALLATION . NTS DETAILS r''R LAPPIN EN6 Florida Building Code Online http://www.floridabuilding.org/pr/pi�_appjtl.aspx?parain--wGEVX SIMMONS SCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval • �+ USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL3169-R1 Application Tyne Revision Code Version 2004 Application Status Approved Comments Archived r Product Manufacturer Atrium Windows and Doors-Texas Address/Phone/Email 9001 Ambassador Row Dallas,TX 75247 (214)637-2696 ext 287 danielc@atriumcomp.com Authorized Signature Chris Allison chris.allison@atrium.com Technical Representative Daniel Carisen Address/Phone/Email 9001 Ambassador Row Dallas,TX 75247 (214)637-2696 danielc@atriumcomp.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency American Architectural Manufacturers Association Referenced Standard and Year(of Standard Year Standard) AAMA/NWWDA 101/I.S. 2 1997 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/03/2005 Date Validated 08/12/2005 Date Pending FBC Approval 08/15/2005 Date Approved 08/24/2005 RE ISED 1 of 2 9/19/200610:20 AM Florida Building Code Online http://www.floridabuilding.org/pr/pr app Otl.aspx?pmm=wGEVX... Summary of Products FL* Model, Number or Name Description 3169.1 4000/4003/4004/4006 DP45 72"x 80"SGD-R45; DP+/-45 Limits of Use(See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 3169 R1 I Patio Door AI Installation Impact Resistant: Instructions.pdf Design Pressure: +/- Verified By: Other: 1/8" Fully Tempered Insulated Glass. Not for use in HVHZ. Back', [14 x 1 DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Suncom 177-1824,Fax(850)414-8436 0 2000-2005 The State of Florida.All rights reserved.Copyright and Disdaimer Product Approval Accepts: 2 of 2 9/19/200610:20 AM TMS CUWW IS PROPRETARY AND COIRWQITIAL TO ATNUM COMPANES. J141Q'.LS1�II*** RN:.AND OWL NOT K REPRODUCED.COPED OR DWMIAIED WITHOUT saanvore � THE ERPRESSED WRITTEN PERIpMON OF ATRNMI COYPANES, INC.. I 4" Max Typ. 12" Max Typ. 0 4" Max Typ. 12" Max Typ. _ o #8 Wood Screw 0.75" Embedment c 0 0 0 NOTES: These installation instructions are recommendations only.For more detailed instructions applicable to the type of installation that is intended for this product, please refer to the current version of American Architectural Manufacturers Association AAMA 2400. Standard practice for installation of windows with a mounting flange in stud frame construction,or either the current version of American Society for Testing and Materials International ASTM E2112, standard practice for installation of exterior windows,doors, and skylights. Information may be obtained at www.aamanet.org or www.astm.org. DATE No. REVISIONS BY 9001 Ambassador Row [ATMLNDallas,Texas 75247 WINDOWS AND DOORS NUM TQ*M EST.AREAin2 6063 T5 EST.AREA cm2 Tinz TERIM, SCAtE+ EST.wT.IN IbJ Pt. Atrium Aluminum Patio Door AI IIT. ,�, NTS EST.WT.IN,„ 7Fi ,,,, I°stwiaw°InstrucuoTTs Chris A. Doug H. NA 2005 ***INSTXWG 4 P OP ED SITE PLAN ,,,,,, R OS 16 % UT.i ID 5 i „•mow �...rr !� �.7 •....i"� �- IQ `.. s 6 1 ?, 30 r n� r jew r .y;.µwwPy¢f-ISNY. - . i Beach Atlant c r1arMNp and ZonkV Department 'rMa approval veAAea eompthnoe with applicable zoning, subdivision and other local lend 5airLFed spulatiens,but does not constitute Muance psrmRe. Compliance Gods sad all other applicable bod, State deral perp tting requirements must be vsrsignature of the City of Atlantic AprR'.'VEO Macfi BuNdl . edal prior b the uance of a CITY OF r Ti_AI�''C BEACH ' IIww" BUILDL G FICE ve n Da1K gy: L Sheetcalief Date eredith Taylor RevisionDate Mace Construction CompanY ProJect. Kenneth & M �d T1t,6v --� July10,2006 ti 13700 Sutton Park Dr N—A417 815 Plaza Rd 'Jacksonville FL 32224 Atlantic Beach FL 32233 .. 9 04-223 0499 CBC 060532 904-803 -8001 Z FILE COPY Storinwater Calculations 815 Plaza St Predevelanme A RmQfr Volume. Construction Site Management Plan & Erosion and Sediment Control Plan Lot Area (A)- 7923 ft2 Runoff coefficient Area Lot Area sc i tia ft2 WAd„C„ t Impervious 1,233 7,923 1.00 0.16 P rvious Wood Stake # -- Geotextile fabric _-- __ ( 690 923 0.20 .17 Runoff Coefficient (C) = 0.32 i Runoff volume V= 0.32 X 7,923 X 9.3 /12 Fabric Anchorage � V= I. 993 fV Direction of Trench backfill with � �� P s evelo en un R'Volu e: Runoff Flow tamped naturae soil y r`+ ” f��.._... ._.cG'''�' i' ..... .«.... �� .,+. �;4 f. ?-. �Q,�.� -o t'.Y w �.�N: Mme.+ .ruww •w+w. � wr.- +w�.. +•w.w.r. a•.... �.�•r—� ��W, (/jj IR"' t fro Lot Area (,A) 7 923 fly �Pby,, ' K Y19,�-�, (y 1 :'a3r `•o'J j� "U '+III y$ Y{ ' ` r r'y.I 00 Runoff /�(��y^v�./� pyo g �. 4drti ti. 7'y -7 2•.� � x +@p� C�JV114V��Rllt t^�k'1��#`!c RNA. �� '{S r tf t� r ....ksawHn•.+w.vin ... Support Py >`�� : t �� s .Area Lot Area Anchors r, � f 1 t� n .C'+n f .k y,}?Fr c .: ,S.'�t4, �:'r'f•2s1 t`+:;>r\" ti`,��t�..;: a;, c'A'r5 y[ R .i• t r F.r`. t?y~_�`., t�',+'R,!n,, M•a 923 1..00 0.32 Impervious 2,500 7, from In�-5l ' \�c� h+<+ ru }'•'".' "SY!-• ` ,ti{�. r ir¢ f, ,r..^s -r ,#�r � � r' -vy g , . s , 4; 9.05 Pelyigjg Cement 4` Runoff Coefficient ient (C) - 0.3 6 t. s � ±�` �' ��M1't'�.`y,�.��`>�a"'t��,t ,``fi�'`s 3� �� ., '� ��k.``3 � �.•� �" � ? y'�i�; �� :t+ �s`,' q•iS "-icr4e. �ts>$},�e tip. ny.� p �.;Aw�> x t� � Alia �.�3.\5,.•ad1'✓.ctt.Lj s43.[ nYe,.•`.L r'„Y44s.��;��' .,>.S::j R�.. �1•SC fr4'!'?.rn.. vr.r:� + y �i �.t _IA 7Nll h . N.✓ hW � - 1. 2�P .�;..�'t .:>�'..+s far,.h. \+•}!> rv`.t�6•S.. Fe p G 14 �,� Runoff Volume ry . V— 0.36 x 7,923 x 9,3 /12 Installation V= 2,238 ft3 Silt fence will be installed as illustrated to protect �. R ire tore olurne sit. - �. e�tu d S w V adjacent property and public property,from runoff DV= Postdeveloprnent Runoff Volume - Predevelopment Runoff Volume from construction site until permanent stabilization L11 '7 ov-2,238 DV Z�s �21,993 P is achieved. Inspection ' ilt fence will be inspected prior to an antic ated S P p y p storm events or series of storm events over o e or more days and within 24 hours after the end sof a storm event .5 inches or greater and once every 14 days. x Maintenance .... Sediment will be removed once it has accumulatedPA '~ _'-~ �. • • • • • .r a • ' to 1/2 the original height of the barrier. Fiber fab- t 7 - .,. -. r 5 ric will be replaced whenever it has deteriorated to = 4 ; Q such an extent that the effectiveness of the fabric is reduced or 6 months. Silt fence will remain in 'j?`.. ... n .�»+•'.,V.w....:� 'M..+"yin' -+•t^.��....'.�+..a.+a._Rv..�v.✓.�..A..�t_q.1g:'s,..�,y"...w,a,.�-.••a.......N-r�•s>.v:�,A•M^'^'1^V•:�'-:.�,.�.r4._-�.�...•.r...-s..'•:_.-_. 2+'+3...�M-A.•. place until the disturbed area are permanently sta- sc_Q.r 1 e bilized. All sediment accumulated at the fence will be removed and properly disposed of before the fence is removed. APF Fa ,.. vE0 C'TY OF BUILDL G1\..i FICECN * Bathroom facilities provided by owner in existing residence gy: Mace Construction CompanyProject: Kenneth & Meredith Taylor Revision Date Sheet Scale Date 13700 Sutton Park Dr N—A417 815 Plaza Rd 1"- ro, Jacksonville FL 32224 Atlantic Beach FL 32233 July 10,2006 904-223 -0499 CBC 060532 904-8- 0- 3-8001 w ;r 112 " -4# 6 V , t 7. 112 filt ; .. . �� x,.,,h.a,. .:r..w,. .a+..n r.,..ua :,n.,uyT,.,,.n..U,J'. m,14,.s,+n,.::xN,Ld+.' 'I .md k., s Y•�R .... . = � - ••• '..•,'.' ..� ... r" ?Y ��.MrwNYw+.fAudlM,'upNMf.. 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N -. �f; .X.. .fe M01 !:I " i t v . 4 :x mace Construction Company Project- Kenneth & Meredith Taylor Revision Date *mow Sheet Scale mat 13700Sutton Park Dir N—A417 8 AP:-RL VED CITY OF i 'LAI,,`C BEACH Jacksonville FL 32224 BUILDL G i_ �FICE Atlantic . ,FL 32233 U- . 904 , 904-803-8001Do Not Scale This Drawing 102006 � By. � �*4 k PROPOS D F OOR P Attic Access 22►►X 30►► N 0) 4 1 VX2/0 window I 6i J` Existing 3/0X3/0 window ' 3'MX6 oPO ��---- 16_o" 9-3 1 I ro 16'.3" I ► o New 3/0X3/0 win 16X12 concrete patio I do li I� I = w i I�I JJ N 5/0X6/8 SG = x I f 4 61-0 V � I r " 5-0 I, w \ 6-1" �d,9" ---- 9-9" N x` YLO" t y 30 i I r � k Ln New 6/0X6/8 SU P s,k C i I r � a y O'-o"CO i x � V � I r 27'-0" o Ln 3 New 6/0X5/0 win -a � I Exsitin 6/0X510 window 1311 t , 7.0 1/2"- i 11 7` 11" -- - 7-1 9-9" p. s- X1� ��' New Covered front Porch = Existing 3/0 g door Existing 4/0X4/0 window I41r Iii €� dy il. 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Y- ,V-O�, . � � 6"-, &&-� /---� I . fA f"'r it 1d0*a"- Wft . 0 U.0,N � ?ark Dr N-A417 815 pi"114h ,,')J-- Ap"m r"If * * ` I / I 0 Do Not Scale i nis Drawing July 1 O�2� 1 L 32224 AtIantic Beach FL 32233 . � I � I � C 11 3 C 0 6 0% ,*50 3226 904401-8001 .. . I � . - -. -L.- - -------- . .11 - .. ----- � -1 �. %..-.--..--.-.------- - ... ,qp,!-! ! .-Wi-i ' ' I . , -11 -, IM I I � I . � � I � � � I � I I � I I :, �, :�,� ��'A.-7'gm, - MI $ III! M, WE , I- 11". Wit -. I ;UIORSFIII.f�-Ulpffl - .. . k, - 6 .1-M. I.;@ ) I. I ME I I - I ----..., I I I -, - - - I em 111-7 I*-----I.-I-,--� 11 e%: ,;..;� , .1. .- I .11--Z - I I NI, . � . - - 1% rM5.11 I T I. .." !, .. - I . , I mmmffi;:��" sta.2 I I , , , I MI �[ - . " � I . I , ! . F , . - I . . - , , � I . , I .1 - � . .; , � I - - . I . . I i ; . , I 11, , F , I I I . I I I I � I I � I I � I I � . I I I Timberline 30 fiberglass reinforced heavy weight asphalt shingle with laminate profile, 6 7-7/4 In. Rooting Nail 77/2" apart, on 30 lb felt Alu ' um ridge vent fastened with 7 7/2" ring shank �----1"�- roofing n ' fi"oc R30 Insulation Fascia to match existing Hardi-Soffit - Typ._____ 11,11 I,= Hardi-Lap Siding Typ. �� See sheet SD-2 for structural details R13 insulation all Board TYPICAL WALL SECTION FOR PROPOSED ADDIT/OIVS Construction Company Project: Kenneth & Meredith Taylor Revision Date Sheet Scale 0 Sutton Park Dr N—A417 815 Plaza Rd 0 u.o.N >onville FL. 32224 Atlantic Beach. FL 32233 Do Not Scale This Drawing X23-0499 CBC 060532 9Q4-803-8001 WNDM INSTALLATION(MTf W A-9 w-n.en r4w,+6 BY,Cm nm,APP{V,bk M-*il6:QOO: CAM rg r,.=Ci T.E r'w-a:'.:z A1c7- Lt..'��i rawww�� x,-.cvwuaac..ra Ivtrxt,gmRwe;tuuoe� FXIh7tfO�WAIYR.e1Y.Fifis'S�}t PAW 1 s"'r�..'>-.,.'sa p"" eo.wr�`u+e•�e-` Now� r2ap Y'�l1431@R bMlF6� iPKY iWtlER,'WA4MABOVi�FA9l� {'�'�FWM.DUUM3a TOP aF Wwx. i./ Drip FlashingWMM. - W�.' nt Y �, �f A YJIC♦Y ._'y'iR'M.iTi+i:.p0i �` i i AfYid'aT_WpC'C, M..'Q'.•C e,ogpR ."Maw 8=AA7HFR FW 10"tri"0l ? M . 4 "K"M 7iE 04t AMG �Jjrs•aawa.rxuna-rzsi.e..rcaucae t..n y1; "'M'�•••lHI�T6.{R.w?•.;•,M,�X:_.u"bscra#Rms_„or#♦iM-!Y,_, •w. �. w JRrttOURSE CF � ✓ w ia 4_.e�`�`ow.o+an is.�"czc.c{rrs.ua - '"°_ ( ROOFING CEMENT BETVMEN LAPS asd ' ANCHORI BSE SHEET cakcncxa�+rs Open Valley Construdt 4'METAL.LAP Ar fig, 1 Construccion con cani U - RING SHANK NAILS • R sP4L FlIL;� :euwe�iv.+rws.s • IJP 0r 0.0. 09_We"MWAM p� 3r wide Owers Cominsg its AerL.,ock or equira[et t I Im>� �. Capa utlertll>r ItYIga ltl�rl.vck d +I1i�v,errs Cvt�titt c Js4l1EIf �T�StKli IRm��11Rt�iiASLTB'i11., +.oaou{wau:•ua.rw szul,�» � � � � ts 89tj iSWAM i a Caen-"sea• 'a.�{ ♦ may.}++ y.�y� +� Q # n d r 1d101Yt # ✓l� tl entrado min'a cabal 7� 11—H wpafais.ab�T wt's{ 1 fC LAiV6 11C•Q,'Vi.q f t}{{[��/ '++s{{{y }'� }�} ry}�y�►yT !`�+ �. F. •Js•RiA¢J•01 - —1b, NrF�tarz�, from the edge •. ,its r, be aft K;lavat0 cape:una Slicling Glass Door Flashin a 1 pulgg,del horde DRF E[XiE OR-E m ASpha[t roQlIng '. Wind � FlashingGRAVEL STOP cement - MIN.42 ga ANNULAR Cemen#o dB techo SNG SHANK NALS. TAAGGERED SPACED de asf$ltg - t NO GREATER THAN V C.Q Fasteners ' •a su etas CONTINUOUS CLEAT FABRICATED FROM MATERIAL. �� ONE THICKNESS GREATER THAN THAT OF THE DRIP .—ANCHOR I BASE SHEET PLASHfNQ PLA CED UPSLOPE FROM UP VERTICAL WALL EXT EXPOSED EDGE Of SHINGLE � ain- % (__APPROVED FASTNERS UNDEERLYING41`19BE3LEAND ,rte /f 9"�•a 494CHES UP NERTK AL WAi1 t o I> MCN.4•LAP SET IN MASTIC _ MNtMUM 2 N(xi HEADCAP UNDERCAYMENT TURNED UP i VERTICAL WALLS MIMMUMfig S- Open Valle�onstm d INCHES IN. 7A �1S�r � r son con ca, `-.._CAP SHEET / j S7. _ - APPROVED ADHESiVE •. _ ' Vii::::''==:;=: : :::::; Cha Ones* erp - - - SET IN MASTIC »` •,.. . : Urperfoot Of sde;bale dw :. -%/ RING SHANK NAILS _ `Y-��•_ I� �� //� �.—�-��— �V Q.C. ....- _�_ _ _,.1.. • r .......... )es .. .._.y.....• :.M:. ..:.�. .... ........... Je � �D da K?e�la de88f ..�•aii'Yww.'4�.: � h+T,Y ��r L �n r.rY Yy�. - {...'�'i�:.+.t.,tq{ti'".n •,'�'{'.: hR.'s'fy +ave;;.tw•w,.. ±M�.r:t'Y��.{!'�!.a�R��a�hiS N tiyi,a .{ V �'✓Z.'r Vertical Wall a h•�i••.,.`Y.✓ '!. .e•-a ie'Jf',aaiR ,a . { - {.a. Roof Flashing at 4. End shingles Dimmed thalk Une and set itr r wiA 7'elas&axftmo waUdas lfwade ft yfiladasa3wixdear he will ice Construction Companyx. Project,* Ken T for Revision Date Sheet Scale 700S-U-tx1-on Park Dr N—A417 815 Plaza Rd * U. .N Isonville FL 3.2224 atlantic Beach FL 32233 4-223--0499 Cbv"" C 060532 904 -803- GENERAL: CONCRETE: WOOD FRAMING: STRUCTURAL STEEL: 1. Project has been designed in accordance with 2004 Florida Building Code, 1. All concrete has been designed in accordance with "Building Code Requirements 1. All wood framing has been designed in accordance with "National Design Specification 1. All structural steel has been designed in accordance with AISC "Manual of Steel L " 2004 Florida Existing Building Code, and/or 2004 Florida Building Code for Structural Concrete," ACI 318-02, and shall be constructed in accordance with (NDS) for Wood Construction," 2001 Edition Construction" and shall be constructed in accordance with AISC "Specification for LU Residential (as applicable). "Specification for Structural Concrete,"ACI 301. Structural Steel Buildings," "Code of Standard Practice for Steel Buildings and Bridges," LM 2. All wood members exposed to weather or in contact with masonry, concrete or soil "Detailing for Steel Construction," and have the following designations: N =32. It is the intent of the Engineer of Record (Engineer) that this work be performed 2. All concrete shall have the following minimum compressive strength at 28 days in shall be treated with an appropriate preservative suitable for the exposure conditions. Welded connections -------------------------------------------------------AWS D1.1 E in conformance with all requirements of the authorities having jurisdiction over accordance with ASTM C 172, C31 and C39: Structural steel shapes, plates, etc. ----------------------------------ASTM A36 , this type of construction and occupancy. a. Slabs on grade, footings, and miscellaneous concrete: f c=2500psi 3. If ACQ treatment is used on any wood member, then all nailing shall require hot-dipped Structural steel pipe ---------------------------------------------------------ASTM A53 or A501 co b. Cast-in-place beams, columns, walls, and structural slabs: fc=3000psi galvanized nails meeting ASTM A153, Class C, or ASTM B695, Class 50. If borate Structural steel tubing ------------------------------------------------------ ASTM A500 3. The contractor is responsible for the means and methods of construction and treatment is used then galvanizing is not required. a Z shall work in conformance with all applicable codes and regulations. It is the 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) 2. All structural steel connections and fabrications shall comply with AISC specifications. O contractor's sole responsibility to determine erection procedure and sequence 4. Prefabricated wood trusses shall comply with National Design Specifications (NDS) 3 to insure the safety of the building and its component parts during erection. 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) for Wood Construction," 2001 Edition and "Design Specifications for Metal Plate 3. All steel decking has been designed in accordance with "Steel Deck Institute (SDI)" and Z Connected Wood Trusses (ANSI/TPI 1)." shall be constructed in accordance with SDI "Manual of Construction with Steel Deck". X Q 4. The contractor shall be responsible for all temporary bracing that is required 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, O Q P P rY 9 q during construction to keep the structure safe and plumb until the entire organic materials or other substances that are deleterious to concrete or steel 5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 4. All bar joists have been designed in accordance with "Steel Joist Institute (SJI)" and a structure is in place. Any bracing shown on the structural drawings is for the reinforcement. shall be constructed in accordance with SJI "Standard Specifications for Joist Girders". 0 completed structure only. 6. The truss manufacturer shall submit shop drawings and design notes with a registered W 6. Additional concrete requirements for structures located within 1500 ft of the Coastal Engineer's seal for approval. Design notes shall include the rated load capacity of the 5. All light gage structural framing has been designed in accordance with "AISII Standard I W O 5. The contractor shall verify all conditions and dimensions at the job site prior to Control Line (CCL) and exposed to salt spray are as follows: truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing for Cold-Formed Steel Framing Grade 33 - U.O.N. 1=17 0 commencing work. a. All concrete shall have the following minimum compressive strength at the connector system proposed. The contractor shall approve fabrication and cQ.aO 6. Steel sho drawin s shall be rovided to the En ineer fora roval rior to fabrication. E 28 days in accordance with ASTM C 172, C31 and C39: installation drawings showing size, shape and layout. p g p 9• PP P • t Z 6. The contractor shall supply, locate, and build into the work all inserts, anchors, i. Slabs on grade, footings, and miscellaneous concrete: a Z ca angles, plates, openings, sleeves, hangers, slab depressions, pitches, or other fc=3000psi 7. Jobsite handling and erection, including temporary bracing, during installation of 0 � O 0 components as may be required to attach and accommodate other work. ii. Cast-in-place beams, columns, walls, and structural slabs: trusses shall comply with TPI HIB 91. SYMBOL LEGEND V f c=5000psiO 7. All details and sections shown on the structural drawings are intended to be b. Maximum water-cement ratio: 0.40 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened vIEwDIREcrION `(D W W typical and shall be construed to apply to any similar situation elsewhere in the cMaximum chloride ion content: 0.15 percent by weight of cement in to their supporting walls or beams with metal connectors as noted in the Truss SECTION IDENTIFICATION yp C. Z V �' work except where indicated otherwise. accordance with ASTM C 1218 Connection Schedule. PORTION OF STRUCTURE WHERE WALL SECTION A SECTION IS CUT W Q Q 8. Refer to the structural drawings for all structural details and sections. The 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 9. All gable ends shall be balloon framed or braced in accordance with the applicable sD, 0 � SHEET NUMBER WHERE THE SECTION ~ UJ contractor cha11 contact the Engineer for clarification in cases of conflict structural drawings. All reinforcing details shall conform to "Details and Detailing of detail as shown in the structural drawings Is DRAWN � w between the structural drawings and any drawings prepared by others prior to Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural o ~ a commencing work. drawings. HARDWARE AND ANCHORS: CHANGE IN SECTION 9. All window and door assemblies shall be designed to withstand the applicable 8. Tolerances for foundation and slab alignment as well as placement of reinforcement LOCATION WHERE SECTION WILL CHANCE o ¢ >> design wind pressures and shall be installed according to the manufacturer's shall be in accordance with "Standard Tolerances for Concrete Construction and 1. All framing anchors and connectors noted on the structural drawings shall be requirements. Materials," ACI 117. Footing or slab edges may be up to 2" outside and 1/2" inside manufactured by Simpson Strong-Tie or Engineer approved equal VIEW DIRECTION F-! 6 ; , < 21 of the sill plate. a ', z T 10. The design of the project structure assumes an allowable soil bearing capacity g p j 9 P tY 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A, CROSS SECTION A �A��SECTION' IDENTIFICATION '� '`i Cl) of 2000 psf. It is the owner's and/or contractor's responsibility to obtain a soils 9. All concrete slabs on grade shall be the thickness as indicated on the drawings over or ASTM F1554, Grade 36. sD, sD �,� I' exploration report. All requirements for site preparation and soil compaction minimum 6 mil polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with sHEETNUMBERWHERETHESECTIONpf�"J, PP q P P Is DRAWN specified in the soil report shall be followed unless more stringent requirements 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM-A 185, 3. All metal connectors and hardware which are exposed to the exterior or in contact with are specified. The Engineer shall be notified if soil conditions encountered or fibermesh reinforcement shall be used with minimum 2" fiber length at 1 LB/CY ACn P +r assure treated lumber shall be Type 316 stainless steel or galvanized per I---I Z LOCATION OF DETAIL differ from the noted assumptions. complyirfg with ASTM C1116. ASTM A153, Class C, or ASTM B695, Class 50. Z O A DETAIL IDENTIFICATION ..� �-- 10.Slabs on grade shall bear on structural fill which shall be clean sand free of debris * 4. All an or bolts, threaded rods, and associated hardware located within DETAIL o w Z CL and other deleterious material. Structural fill shall be compacted to a density of at 1500 f et of the Coastal Control Line (CCL) shall be galvanized per ASTM A153, sD, SHEET NUMBER WHERE THE DETAIL � � � �- 04 MASONRY. least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be Lo Class :, or ASTM B695, Class 50 IS DRAWN N Z _ ,� Lo treated with termite poison before slab is placed. o General: 5. Wedge/ Expansion bolts shall be "Power Stud / Rawl Stud" by Powers Fasteners / VIEW DIRECTION 12 Imo, Q M w 11.Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall Rawl, "Trubolt" by ITW Ramset/ Redhead, "Wedge-All" by Simpson Strong-Tie, or U-- a °- 1. All masonry has been designed in accordance with "Building Code be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Engineer approved equal. O " - shall a constructed in bottom Of r A ELEVATION IDENTIFICATION CZ J Requirements for Masonry Structures, ACI 530 02, and s a b Density (ASTM D1557) for a depth of at least two feet (2-0 ) below the boo E NATION SD-, v accordance with "Specifications for Masonry Structures," ACI 530.1-02 the footing. 6. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson SHEET NUMBER WHERE THE ELEVATION W Strong-Tie and installed according to the manufacturer's instructions. Holes shall be IS DRAWN ca N 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength 12.The followingminimum concrete cover shall be provided for reinforcement: P cleaned of all debris and brushed out prior to installation of anchor adhesive . 0 U of 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between . a 8" to 11". 3"--------- Concrete cast against and permanently exposed to earth. `t a 2"--------- Concrete exposed to earth or weather, #6 bar and larger. Metal COnn@CLOP Fastet11f1 $Ch@Chile N o p � Ij-I � 0 N 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may Product ID Uplift Capacity (lbs) Fasteners Anchorage (U.O.N. p YP YP Y 1 1 z„ ----- Concrete exposed to earth or weather, #5 bar and smaller. W M be used in brick veneer. 1 /2 ----- Concrete not exposed to weather or in contact with earth for the ABU44 2200 SYP 12 16d 5/8" w/ 7" embed i J co primary reinforcement, ties, stirrups, and spirals in beams and columns. ABU66 2300 SYP 12 16d 5/8" w/ 7" embed ° o 4. The contractor shall be responsible for the design and installation of all flashing CS16 1705 SYP or SPF 11 10d in each end - 22 total n/a Y a p 9 9 2 -----------Concrete walls and slabs exposed to salt spray �2"--------Other concrete members exposed to salts spray DSP 775(SYP or SPF) (8) 10dx1'/" into studs n/a 2 = v 1 Concrete Masonry (CMU): P P Y U_ 6 10dx11/" into double late w `L 13.All continuous reinforcing steel in concrete shall be lap-spliced with the following H2.5A 600 SYP 5 8d in each end - 10 total n/a w 1. Concrete masonry units (CMU) shall be ASTM C90-75, Hollow Load-Bearing minimum lengths: H3 455 SYP 4 8d in each end - 8 total n/a normal weight, with a minimum H8 745 SYP 5 x1 1/2" in each end - 10 total n/a Concrete Masonry Units, Type 1, Grade N 1, no g #4 bars: 21 minimum compressive strength of 1900 psi (fm-1500 psi). #5 bars: 26" minimum HDQ8 8325 SYP 7210 SPF 20 Y4"x3 SDS 7/8" w/ 15" embed SET epoxy only) N HETA16 1810 SYP 10 10 X11/2" 4" embed. #6 bars: 32" minimumco 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following #7 bars: 46" minimum HTS20 1450 SYP 1245 SPF 10 10d in each end - 20 total n/a no minimum lengths: HTS30 1450 SYP 1245 SPF 10 10d in each end - 20 total n/a cp CO #4 bars: 15 minimum 14.Reinforcement in footings shall be bent around corners or comer bars shall be used. HTT16 4175 SYP 3695 SPF 18 16d 5/8" w/ 7" embed mono and 12" embed stem o w � c6 #5 bars: 16" minimum HTT22 5250 SYP or SPF 32 16d sinkers 5/8" w/ 7" embed mono and 12" embed stem CU I U 0 LSTA18 1235 SYP #6 bars: 30 minimum 15.The contractor shall provide spacers, chains, bolsters, etc., necessary to support 1165 SPF 7 10d in each end - 14 total n/a LTS12 775 SYP 620 SPF 6 10d in each end - 12 total n/a z #7 bars: 40" minimum reinforcing steel. Support items which bear on exposed concrete surfaces shall have , „ Q a o X y ends which are plastic tipped or stainless steel LTT20 1750 SYP or SPF 10 16d , „ 1/2 w/41 embed mono and 7 embed stem 8 Cn .� Co 3. Grout all cells containing vertical reinforcement in 5-0 maximum lifts. LTT131 2310 SYP or SPF 18 10dx1 / 5/8 w/4/z embed mono and 7 embed stem cc - ¢ �- MGT 3965 SYP 22 10d 5/8" w/ 7" embed mono and 12" embed stem o �_ -' 4. Beam reinforcement shall be continuous across control joints. MSTA24 1640 SYP 1525 SPF 9 10d in each end - 18 total n/a E MSTAM24 1500(SYP or SPF) (9) 10d into wood n/a N SCALE: ROOF COVERING: , „ , „ - Clay Masonry (Brick): (5) /4 x2/4 Titen into CMU N/A 5 /4'x13/" Titen into concrete Z DO NOT SCALE 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing 1. The contractor shall be responsible for the design and installation of the roof MSTA30 2050 SYP 1900 SPF 11 10d in each end - 22 total n/a THIS DRAWING Brick, and Hollow Brick, respectively. Grade SW shall be used. covering system. MSTA36 2050 SYP or SPF 13 10d in each end - 26 total n/a RELEASE DATE: MSTAM36 1870(SYP or SPF) (13) 10d into wood n/a s 08-18-06 2. Brick veneer shall be anchored with approved ties spaced no more than 24" o.c. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to (8) %"x2%" Titen into CMU r' e manufacturers requirements.uirements. 8 %"x13/" Titen into concrete c REVISIONS: vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall q openings greater than 16" in either direction, and shall be spaced no more than MSTC66 5660 SYP or SPF 38 16d sinkers in each end - 76 total n/a y 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile MTS12 1000 SYP 860 SPF 7 10d in each end - 14 total n/a 36" o.c. and placed within 12" of the openings. Installation Manual," and the manufacturer's requirements. MTSM16 860(SYP) (7) 10d into wood n/a aPr 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire (4) %4"x2'/4" Titen into CMU CITY of TI 'E r 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed 4 '/4"x13/" Titen into concrete EIu1LD1. t= y r►cE and shall have a hood embedded in the mortar joint. Sheet metal ties shall g P Y not be less than No. 22 gage by %s" corrugated and fastened with 1 3/4' according to the manufacturer's requirements. PA51 3685 SYP or SPF 21 16d 4" embed �p _ galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at PHD2 3610 SYP 3375 SPF 10 %4"x3" SDS 5/8" w/ 7" embed mono and 12" embed stem g g j DRAWN BY: CMU walls. 5. The contractor shall be responsible for the design and installation of all metal SPH4 1360 SYP 1170 SPF 12 10dxl Y2" n/a gy; DJMII flashing and valley material. SPH6 1360 SYP 1170 SPF 12 10dx1'/" n/a � STHD14 4430 SYP or SPF 38 16d sinkers 14" embed � CHECKED BY: 4. Unless otherwise noted on the plans, a 3 /z, x 3 /2 x / steel angle shall be w FSS Notes: used for supporting brick veneer over openings. This angle will not be required 1. All connectors are manufactured by Simpson Strong-Tie(U.O.N.) SHEET: for arched windows where brick is self-supporting. If the length of the opening 2. SYP= Southern Pine; SPF =spruce-Pine-Fir 3. Mono= monolithic concrete; stem = masonry stemwall or bond beam _ exceeds 5'-0" then the steel angle shall be attached to the wood framing with = Indicates additional requirements for structures located within 1500 feet of the 4. Anchorage refers to threaded anchors with noted diameters and embedment depths to %" x 3" lag screws @ 32" O.C. Coastal Control Llne (CCL). 5. All nails noted are"common" U.O.N. N O VERSION:5-06 1 ir i i' 49'-5" i E I 16'-5" 16'-0" 17'-0" i I { I I F--- - - - - - - -- -- -- - — I I �I B = I 3 " I I M I I L I I i I 1-- - --- -- -- -- - -- -- -- � I I I I K ti N I 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVERDMIL VAPOR BARRIER COVERING LEAN,COMPACT,TREATED FILL. I j l" 11'-3" I I III � � I �—— -— —— —— —— —— — ' I R I ! I I I INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)@ 48 I ;r, ALONG PERIMETER OF EXISTING FOUNDATION.DOWELS WILL BE E I I INTO NEW POURED CONCRETE(12"MINIMUM). B INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)AT EXISTING SD-1 IIEEE/ FOOTING.DOWELS WILL BE EMBEDDED INTO NEW POURED CONCRETE FOOTING(12"MINIMUM). I N i CUT AND REMOVE EXISTING SLAB AS REQUIRED TO INSTALL iNIEW 36"x 36"x 12 PAD FOOTING WITH(3)#5 EACH WAY. INSTALL DOWEL AT EACH SIDE OF FOOTING. 1 I I DETAIL"P"ON SD-1-(SIMILAR � ISI I I !I - ILII L— —— —— —— —— —— — ; I I 24"x 12"PAD FOOTIN xFOOTING WITH (2)#5 EACHWAY r — (TYPICAL) SEE DETAIL"VON SD-1 1" 1" " 10'-3- 9'.j 02-1. 9-11 I 1 � " 2 2 19-3 49'-5" 'F s, � I i' I { t. FOUNDATION 'I I ` I s s s s s MULTI-PLY ENGINEERED BEAM(LVL or PARALLAM)CONNECTION(U.O.N.): s (2)PLY 1 a"WIDTH BEAMS- (3)ROWS-0.131"x 3 Y"NAILS @ 12-O.C. (3)PLY 13 a"WIDTH BEAMS- (3)ROWS-0.131'x 3Y4'NAILS @ 8-O.C.(APPLY EACH SIDE) TYPICAL EDGE S' (4)PLY 134"WIDTH BEAMS- (3)ROWS-SIMPSON Ya"x 6"SDS SCREWS @ 12-O.C.(APPLY EACH SIDE) NOTES: TYPICAL INTERIOR Z s 1) SPACE NAILS OR SCREWS 2"FROM TOP AND BOTTOM OF BEAM AND CENTER THIRD ROW IN BEAM s 6"MAXIMUM 2) MINIMUM MATERIAL SPECIFICATIONS: E=1,900,000 psi I Fb=2600 psi FCL 750 psi Fv=285 psi s DOUBLE PLATE Cz o s cn s FASTEN STUD TO CMU WALL WITH Ya"x 3Y"TAPCON SCREWS @ 24"O.C. WIND PRESSURES ALTERNATES:EITHERYz"x 8"ANCHOR BOLT"WEDGE ANCHORS @ 32-O.C. Ern CAREA OF OPENING E' i TYPICAL STUD(SEE WALL SECTION) ..: :: Oto 20 s 20.1 to 50 sf TREATED 2x4 STUD 50.1 to 100 sf � 100.1 to 200 sf THREADED ROD ASSEMBLY 200.1 to 500 sf Base Design Pressure SILL PLATE DESIGN LOADS FLOORS LIVE LOAD .... LIVING AREAS: EXTERIOR BALCONY EXTERIOR DECKS: DEAD LOAD 0 CARPET OR WOOD' FAIL-OLD CMU CONNECTION TO NEW `��, TILE OR BRITTLE FI s ROOFS LIVE LOAD 0 TRUSS TOP CHORE; 0 TRUSS BOTTOM CF QQWJ CONVENTIONAL RAS N W U CONVENTIONAL CE's x DEADLOAD TRUSS TOP CHORC N U-' N SHIT; TILE! A A q TRUSS BOTTOM Ch CONVENTIONAL RA S-3 S-3 S-3 SHL; TILL CONVENTIONAL CE IL IIITIF- III I ( DESIGN CRITERIA: I III III , • .:•:, BUILDING CODE:2004 FLORs I Q* mill III CUT EXISTING CEILING MEMBERS WIND DESIGN METHOD:ASIS will III AS REQUIRED AND HANG INTO co NEW RAISED BEAM WITH BASIC WIND SPEED: 120 mph y III III LU26 HANGERS. BUILDING CATEGORY: II VIII I WIND IMPORTANCE FACTOf �� \III III I I WIND EXPOSURE: C m c``'v VIII III NEW(2)2x12 RAISED BEAMDESIGN FOR ENCLOSED Sl o VIII III IF EXISTING WALL TO BE REMOVED II II III IS BEARING NiII BUILDING CLASSIFICATION:, III III BUILDING TYPE:TYPE V COQ w _ 3L1 "x 11 Y"LVL RAISED BEAM III II II w N = ===--- - - -= -- -- = === WIND-BORNE DEBRIS PR <•, III NEW(2)2x8 HEADER W/MINIMUM v III (2)CRIPPLES NOTES: THIS STRUCTURE WILL BE CONS; I ALL WINDOWS AND GLAZED DOOM III SOLID BUILT-UP CORNER POST L� 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 BELOW. JmFF ALTERNATE:INSTALL IMPACT REI wIII I STUDS @ 16-O.C.FOR PLATE HEIGHT OF 8'-1 Ya"-U.O.N. AND GLAZED DOORS. �• VIII °O' VIII CUT AND REMOVE EXPSTING ROOF I —� 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 VVIND-BORIVE DE tid VIII OVERHANG AND HANG MEMBERS SCFDULE F INTO NEW RAISED BEAM WITH I SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 8'-1 Ys"-U.O.N. FASTENER TYPE III LU26 OR LU26-2 HANGERS. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. PAI*s KILL I NOTIFY ENGINEER OF ANY VARIATIONS. z ft �� VIII v �Il 2112"#6 WOOD SCREWS s III I 2112"#8 IN=SCREWS IIII I DOUBL E+EADED NAILS 4'x III \ I 1110d CONI or 12d BOX - I( SCREW IN 1}RFAD® INSERT I 2 2x 6 HEADER II 1C 2K HUC 410 HANGER WITH I I R A I I Nobe:Fasberrers dull 136 (12)Y"x 2 Y"TITEN SCREWS III sD3 II SHEARWALL LEGEND: II II III II (2212x 12 PORCH HEADER ATYPIC - - -_ -- - - -- _ SHEARWALL %s" OR%i WITH 8d C0 NAILS @ 6"( NOTE: SUPPORTS EACH EXTERIOR POST SHALL BE TREATED I 4x4 POST ON ABU44 POST BASE.STRAP = SHEARWALL %s"OR%332" POST TO BEAM ABOVE WITH(2)H6 CLIPS. WITH 8d CO" TYPICAL ALL POSTS-(U.O.N.) NAILS @ 3"( SEE DETAIL"U"ON SHEET SD-3 A P P R r'V E E) CITY OF Ts -IC "EACH SUPPORTS. BUILDI. t -FICE SBS = SHEATH B0 L' WITH DENO s B�f� WOOD FRAMED HEADER1 N. DENOTES SIZE 1's OF HEADER E's DENOTES QUANTITY OF CRIPPLES NOTE: ALL WOOD FRAMED LOAs WALL LAYO U (2)2X6 N0.2 OR BETTEF (1)KING STUD AT EACH F s s THREADED ROD LE • = Y^i PLA O = Y2'1 DOl Y'1. PLA 0 - Ypl DOl = HOI = HOI MIN RODS @ 5'O.C.MAX TO I. IUY THREADED R. ...................... :i:..... DETAIL OF HTS30 STRAP AT BEAM III 11F - - - pl III III III 1II .. . III III I III III III III III MSTA30 STRAPS AT ............. (2)HTS30 STRAPS AT BEAM III M AND HTT16 AT ................. III MILL PLATE. G III III III HUS 412 HANGERF III __ - III III THREADED R0Dj. u --1II II III � III L -11 H II III 11 III III HTS30 STRAP AT BEAM III 90111 III � p II II II ►► II II NOTE: II II THREADED R EACH EXTERIOR POST SHALL BE TREATED II II 44 POST ON ABU44 POST BASE.STRAP POST TO BEAM ABOVE WITH(2)H6 CLIPS. — —— ———— — — ———— —— —— —— TYPICAL ALL POSTS-(U.O.N.) Ali( AL` APP 11En CITY OF ;TI 'C EACH BUILDI. < =FIGc THREADED ROD LAYOUT HOLDOWN d CONVENTIONAL FRAME ROOF ARE Span Table:. No Ceiling Loi SIZE 12. 2x6 1` 2x8 Z 2x10 21 Span Tables for No.2 with Drywall Ceil SIZE 12. 2x10 24 2x12 21 NOTE:MAXIMUM SPAN OF 2x6 RAFTERS Span Tables fo 2d AT 24"o.c.IS 12'-4".BRACE OVERFRAMING ROOF SHEATHING TO TRUSSES OR RAFTERS TO REDUCE SPANS AS SIZE 12 REQUIRED. 2x4 T 2x6 1 2x8 2. 2x10 2 2x12 2 (4).131"x 3Y" 2x6 OVERFRAMING Span Tables fi TOENAILS(TYP) 40 SIZE 12 2x6 1 SIMPSON H3 CLIP 2x8 1 2x10 1 2x8 No.2 SYP NAILED 2x12 2 TO TRUSS CHORD w/ (5).131"x 3Y4"NAILS Roof Framing Notes: EXISTING ROOF 1. ALL CONVENTIONAL FRAa. 2. ALL RAFTERS SHALL BE_ 3. FASTEN ALL RAFTERS TC WITH(5)10d x 1Y"NAILS E. 4. FASTEN ALL RAFTERS TO A SECTION-TYPICAL OVERFRAMING AT EXISTING ROOF STRAP WITH(7)10d x 1Y" S-5 5. FASTEN ALL RAFTERS AT COLLAR TIES TO RAFTER; 6. TOENAIL ALL JACK RAFTE 12d SINKERS. 7. ALL RIDGES,HIPS,AND V THAN ADJOINING RAFTER 8. FASTEN RAFTERS TO CEI 9. FASTEN RAFTERS AND Cl, .131"x 3y"TOENAILS. 10. FASTEN ALL HIPS AND VP TWIST STRAPS WITH(7)1 III III OVERFRAME �Q III \ III .........., THIS AREA I III III +� III III �� III �� III OJ IIII ��, III NOTE.• `FF III P I ALL NEW RAFTERS SHALL BE 2x6 AT 24"O.C.(U.O.N.) EXISTING ROOF I III OVE RAM E III THIS REA III I I III I I I II _ I III RAME J L JL III THIS REA FF III ,z,Q I L- -1 III 1 III III O�� EXISTING ROOF III I III ( III � s q I III s � I II I II I II I I I LAP NEW SHED ROOF RAFTERS ONTO EXISTING MINIMUM 12"DISTANCE AND NAIL WITH(4)0.131"x 3 Y"(TYPICAL) ROOF LAYOUT AA /I 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH F A <\/\\/</�� \ \\j\�j\j 6 MIL VAPOR BARRIER OVER 4"CONCRETE SLAB WITH 6x6 AS NOTED \/\\/�\//�\%`TREATED AND COMPACTED FILL I W1.4x1.4 WWF OR FIBERMESH 4"CONCRETE SLAB WITH 6x6 GRADE \M\\//\/ W1.4x1.4 WWF OR FIBERMESH j\ `REINFORCEMENT(AS NOTED) a — \//\\��\\ \ //\// g? GRADE a.. ,. d a �\� \\\/\\/�� o e - 8"CMU STEMWALL WITH 1 #4 @48-O.C. 0O /\�� 'e\ \\ \/��/ —� —_ �n \ e O MILVAPOR BARRIER OVER o / j�/� ¢ Z AND IN EACH CORNER. FILL CELL SOLID AT EACH#4 REBAR. TREATED AND COMPACTED FILL 6 MIL VAPOR BARRIER OVER HOOK REBAR 12"INTO SLAB AND 6"INTO TREATED AND COMPACTED FILL FOOTING. t (AS NOTED) REINFORCEMENT(AS NOTED) (1)#5 CONT. (AS NOT V-8 (2)#5 CONT. 8" E SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE rK SECTION -THICKENED EDGE P SECTION - INTEL SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACTSD-1 SD-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. 2x4 STUDS @ 16-O.C.(U.O.N.) 2x4 TREATED SILL PLATE 4"CCI (SEE TYPICAL WALL SECTION W1.4. FOR ANCHORAGE) CURET fED GRADE 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH a, 6 MIL 6 MIL VAPOR BARRIER OVER TREATED 'INTO \\�\\/ • �'^ � � AND / AND COMPACTED FILL 6" (1)#4 CO /r ONE STORY-(2)#5 CONT. 1'-4" TWO STORY-(3)#5 CONT. SECTION - MONOLITHIC F NOT IN USE L NOT IN USE Q SECTION - NON; SD-1 SD-1SD-1 — — SHOWER AREA f- _ T SHOWER AREA 1 L MONOLITHIC FOOTING r�--8"CMU STEMWALL FORM EDGE PLAN VIEW PLAN VIEW 2x4 STUDS @ 16"O.C.(U.O.N.) 2x4 TREATED SILL PLATE (SEE TYPICAL WALL SECTION FOR ANCHORAGE) 2x4 STUDS @ 16-O.C.(U.O.N.) 6"MIN. (1)#4 CONT. 2x4 TREATED SILL PLATE HEIGHT OF CURB VARIES (SEE TYPICAL WALL SECTION l FOR ANCHORAGE) 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH 1)#4 CONT. ' 6"MIN. HEIGHT OF CURB VARIES 4"CONCRETE SLAB WITH 6x6 MIL VAPOR BARRIER OVER TREATED GRADE W1.4x1.4 WWF OR FIBERMESH DE \ \\ii\\/\\%AND COMPACTED FILL \\\\\\\/\\\i H. 8"CMU STEMWALL WITH(1)#4 @ 48-O.C. CD FILLDIN CH CORNER. CELL SOLID AT EACH#4 REBAR. \ .i a . 'Oo \6 IL VAPOR BARRIER OVER TREATED \ \AND COMPACTED FILL HOOK REBAR 12"INTO SLAB AND 6"INTO FOOTING. 6 1'-8" ONE STORY-(2)#5 CONT. 1'-0" ONE STORY- 2 #5 CONT. 1'-8" TWO STORY-(3)#5 CONT. 1'4" TWO STORY-(3)#5 CONT. /OOG SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M NOT IN USE R NOT IN USE SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 SD-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. t 2x4 STUDS @ 16-O.C.(U.O.N.) 2x4 STUDS @ 16"O.C.(U.O.N.) 2x4 TREATED SILL PLATE 2x4 TREATED SILL PLATE (SEE TYPICAL WALL SECTION (SEE TYPICAL WALL SECTION FOR ANCHORAGE) FOR ANCHORAGE) 4"CONCRETE SLAB WITH 6x6 CURB HEIGHT VARIES W1.4x1.4 WWF OR FIBERMESH 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH W 0 44 6 MIL VAPOR BARRIER OVER 6 MIL VAPOR BARRIER OVER TREATED TREATED AND COMPACTED FILL AND COMPACTED FILL 114" ONE STORY- 2 #5 CONT. 11-4" ONE STORY- 2 #5 CONT. 1'-8" TWO STORY-(3)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. H SECTION INTERIOR BEARING SECTION BEARING STEPDOWN N NOT IN USE SD-1 SD-1 SD-1 1 1 1 1 1 PLATE SPLICE) 'LICE LENGTH TYPICAL HEADER TO KING STUD CONNECTION kILING OF (SEE DETAIL"E"ON SD-2) .S IN THIS ZONE. NAIL EACH PLY OF KING AND CRIPPLE STUDS HEfI PLATE JOINT IN UPPER PLATE TOGETHER WITH 0.131"x 3 Ya"NAILS @ 6-O.C. BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) ASSEMBLY WITHIN THREADED ROD ASSEMBLY CENTERED STAGGERED(TYPICAL) NAIL EACH PLY WITH 0.131"x 3 Y" 2x6 1 LOWER PLATE ON SPLICE IN PLATE OR THREADED ROD CRIPPLE STUD AND KING NAILS @ 6-O.C.STAGGERED tOD IS GREATER ASSEMBLY WITHIN 12"ON EACH SIDE OF STUD REQUIREMENTS 2x8 I PLICE-ADD i JOINT. 6"MAX. (SEE WALL LAYOUT) HEADER 2x101 (2)2x4 SYP#2 DOUBLE PLATE(U.O.N.)NAIL NAILS AS NOTED PLATES WITH 0.131"x 3"NAILS @ 8"O.C. IN TABLE 2x121 STAGGERED I CRIPPLE STUD 9Y"I TYPICAL STUD TO DOUBLE PLATE CONNECTION KING STUDS (SEE DETAIL"G"ON SD-2) RI NAIL EACH PLATE TO CRIPPLE STUD i NOTE: 14 L'I WITH(3)0.131"x 3 YNAILS MAY BE TOENAILED OR BACK"NAILS-TOENAIL NAILED THROUGH KING STUD. 16"L: OR ENDIL(TYPAL I NAIC 2x4 SPF#2 STUDS @ 16-O.C.(U.O.N.) 1 (SEE WALL LAYOUT) DOUBLE SILL REQUIRED WHERE OPENING 1 WIDTH EXCEEDS 61" U.O.N.) ( THREADED ROD ASSEMBLY AT NOTED SPACING D NOT IN USE E DETAIL -TYPICAL HEADER (SEE DETAIL ON THREADED ROD LAYOUT) SD-2 SD-2 2x4 TREATED SILL PLATE IN SILL PLATE i 1 Y2"THREADED ROD WITH NUT Y"x 10"CAST-IN-PLACE HEADED OR AND 2"xYe"WASHER SET IN L-BOLT WITH NUT AND 2"x Ye"WASHER ADHESIVE(4"EMBEDMENT) (7"EMBEDMENT) %"x 5"TITEN HD WITH 1"WASHER NAILING AT STUD TYPICAL STUD TO SILL PLATE TO DOUBLE PLATE STUD 1 ,DED ROD ASSEMBLY OR ANCHOR CONNECTION 2x4 TYPE 0, (2),or 30) (SEE DETAIL"G"ON SD-2) SILL PLATE (END NAIL) STUD 112"OF EACH SIDE OF JOINT 2x6 1 PLATE. NAILING AT STUD 2x8 1 'k ANCHOR BOLT REQUIRED WHEN DISTANCE BETWEEN a ° TO SILL PLATE THREADED ROD ASSEMBLIES EXCEEDS 60".INSTALL 1 _ �` (TOENAIL) 2x10 TYPE 1 OR(D @ 60"O.C.MAXIMUM SPACING,OR TYPE g3 @ 48-O.C.MAXIMUM SPACING. TYPE O TYPE 20 TYPE3� ALL NAIL" (SEE DETAIL"1='ON SD-2) F DETAIL -ANCHOR BOLT OPTIONS G DETAIL-TYPICAL WALL STI CONDITIONS SD-2 SD-2 ,,,,—SILL PLATE(BELOW) CORNER FRAMING FULL HEIGHT STUDS(TYPICAL) (2)ROWS OF 0.131"x 3 Y" NAILS @ 12"O.C. 1 _ STAGGERED(TYPICAL) 2x6 OR 2x8 FRAMED.WALL 1 fSILL PLATE(BELOW) I 2x4 CORNER FRAMING FULL HEIGHT STUDS MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED WITH(4)0.131"x 3 Y"NAILS TO 1 EACH ADJACENT STUD ALTERNATE:INSTALL SOLID STUD IN THIS SPACE 1 —y 2x4 CORNER FRAMING FULL HEIGHT STUD 2x4 FRAMED WALL(2)ROWS OF 0131"x 3 v" A �—H CLIP AT EACH RAFTER J NOT IN USE K SECTION - TYPICAL FRAMING AT 900 CORNERS L NOT IN USE SD-2 SD-2 SD-2 2x6 No.2 SYP CONTINUOUS-NAIL WITH (3)0.131"x 3 Y"NAILS AT EACH BRACE ROOF COVERING(BY OTHERS) I 2x4 No.2 SYP BRACE AT EACH RAFTER RAFTER AS NOTED 2x4 BLOCKING NAILED AT ON LAYOUT 1 EACH END WITH(2).131'x 3" ALL MEMBERS SHALL B E CEILING JOIST AS NAILS NOTED ON LAYOUT I ROOF SHEATHING SYP CORNICE DETAIL I (BY OTHERS) AFTER 2x6 SUB•FASCIA 2x4 BLOCKING / 1x4 SYP at 77oc.EXTENDSr VERHANG NOT EXCEED 2x4 LATERAL BRACE REQUIRED IF BRACE 8'-0"BACK MIN.FROM GABLELENGTH EXCEEDS 6'-0" EXTERIOR FACE.NAIL TO EACHENAILwl.131"X3Y" %s"OR %"RATED SHEATHING,EXPOSURE f-SHINGLE ROOF. CEILING JOIST w((2)8d NAILSILS at 12"oc. / s '%2"RATED SHEATHING,EXPOSURE I-TILE ROOF. GYPSUM BOARD RTA18 STRAP at 48 oc.or � _ � s FASTEN WITH 8d COM OR RING SHANK LSTA12 STRAP FROM BRACE TO DOUBLE CEILING JOTS EQ. NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. PLATE GABLE END WALL STUD: = FASTEN @ 4-O.C.ON EDGES WITHIN 48"OF ROOF (2)2x4 SYP#2 DOUBLE PLATE(U.O.N.) 2x4 at 16"or..NOT TO 1 EXCEED 10'-0"HEIGHT. EDGES AND RIDGES. SIMPSON GS16 or LSTA24 GYPSUM BOARD GYPSUM BOARD STRAP at 48"oc.NAIL w/(8) HURRICANE ANCHOR AT EACH RAFTER(SEE ROOF DRYWALL CEILING 10d IN EACH END, s s FRAMING NOTES) I TOENAIL GABLE END WALL NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS.(U.O.N.) STUD TO DOUBLE TOP ' PLATE WITH(3).131'x 3 Y" (2)2x4 SYP#2 DOUBLE PLATE(U.O.N.) VNAILS 1 OUBLE TOP PLATE TYPICAL WALL INTERIOR OR EXTERIOR STUD WALL CONSTRUCTfON 1 TYPICAL FRAMING AT CONVENTIONAL FRAMED GABLE END WALL 2x4 LOOKOUTS AT 24"oc.NAILED AT s GABLE END WALL STUD EACH END WITH(2).131"x 3"NAILS.7GYPSUM BOARD s 2x4 SPF#2 STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYOUT) THREADED ROD ASSEMBLY (3)8d NAILS Y16'RATED SHEATHING,EXPOSURE FASTEN WITH 8d COM,BOX,OR RING SHANK 2x4 BLOCKING 2x4 BLOCKING BETWEEN NAILS @ 6"O.C.ON EDGES AND 2x4 TREATED SYP#2 SILL PLATE w/(4).131"x 3" LOOKOUTS. /OVERHANG 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) NAILS NOT THREADED ROD ASSEMBLY AT SIMPSON H2.5A CLIP EXCEED 18° AT EACH LOOKOUT NOTED SPACING(SEE DETAIL ON I OUBLE TOP PLATE THREADED ROD LAYOUT) 1 BLOCKING DETAIL OPTIONAL FRAMING AT EXTENDED CONVENTIONAL FRAMED GABLE END WALL 2x4 TREATED SYP#2 SILL PLATE —SEE FOUNDATION DETAILS 1 ---- SEE FOUNDATION DETAILS. 1 VG N DETAIL - LATERAL BRACING AT CEILING JOISTS A SECTION - TYPICAL EXTERIOR ONE STORY WALL B NOT IN USE 1 SD-2 SD-2 SD-2 I I � i I l MSTA24 STRAP LOOPED OVER I DOUBLE PLATE NAILED WITH • (6)10d x 1 Y"NAILS INTO EACH SIDE OF STUD ` —DOUBLE PLATE I EXTERIOR BEAM(AS NOTED) WALL STUDS I I� DOUBLE PLATE ( NOTCH BEAM AS REQUIRED TO r FIT BENEATH DOUBLE PLATE LTT20(U.O.N.) I SILL PLATE BEAM BEARS ON(2)2x4 CRIPPLES (TYPICAL-U.O.N.) I I CONDITION: 1 (NOTCHED BEAM) I INSTALL DSP CLIPS @ 24"O.C.OR --- SPH4 @ 32-O.C. I I EXTERIOR BEAM(AS NOTED) DOUBLE PLATE (2)MSTAM24 STRAPS FASTENED TO STUDS AND FACE OF FOUNDATION BEAM INSTALLED BENEATH DOUBLE PLATE SILL PLATE BEAM BEARS ON(2)2x4 CRIPPLES (TYPICAL-U.O.N.) 3 J CONDITION: 2 ALTERNATE I (DROPPED BEAM) P NOT IN USE Q DETAIL - UPLIFT ANCHORAGE WITHOUT THREADED ROD R DETAIL - EXTERIOR BEAM TO WALL CONNECTION rs D E sD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD-3 sD-3 T SD-3 EXTERIOR BEAM (AS NOTED) H6 CLIP FROM POST TO BEAM I LAP BEAM PLIES AND NAIL AS SHOWN-(5) 0.131 x 3 a NAILS PER PLY � I , PT POST(AS NOTED) i - PT POST(AS NOTED) ABU POST H6 CLIP FROM POST AS NOTEDBASE TO BEAM ( ) EXTERIOR BEAM 5e"THREADED ROD (AS NOTED) O WITH NUT SET IN PLAN VIEW AT TOP OF POST .o ADHESIVE -- -; (7"EMBEDMENT) d SIDE VIEW AT BASE OF POST j t I a T NOT IN USE DETAIL -TYPICAL CONNECTIONS AT EXTERIOR POST V NOT IN USE W I � SD-3SD-3 SD-3 w 11 f i " f I r Y I ,k r rr�k '`ir d � '�•.a[ �� } F I % n � r I I Ii I �t q � t f F ` � 4 Z NOT IN USE AA NOT IN USE SD-3 SD-3 I BB SD-3 it I p I '�I � ; I 11 ' I Y NOT IN USE DD DETAIL -TYPICAL RAISED HEEL TRUSS BLOCKING EE NOT IN USE FF SD-3 SD-3 (SD-3SD-3