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HomeMy WebLinkAbout5737 18th St_--L. i.,. .... L-JL.M41 n. .1..._---- _ - _-- . _._ »,___...- _ __.- _ - _ _-1�ila.W.W lYr11W..11'IL IIL'....a_. iLWL'L. J. 4Y LEGAL DESCRIPTION: LOTS 1, 2 & 3, BLOCK 80, CITY OF ZEPHYRHILLS, ACCORDING TO THE MAP OR PLA T THEREOF AS RECORDED IN PLA T BOOK 1, PA GE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. AVIAL & isswXamew SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EAST PASCO COUNTY, FLORIDA _ is,A for" 20' ASPHAL T - - - - - - - - - — 60' R/W C EDGE OF PAVEMENT N 140' (P) 2 "K N. 89'29'34 "W. 139.84' (F) 2 0' 1 F.I.P. F.I.R. N 3/4' 1/2" N O 48 CAMPHOR 4I o LOT 1 V I O~O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �cov. A ���,, cot ,-'� C a W 'K LOT 2 a SCRFN cj C�A&P�JRT �` o ON �� D R I V E o 4 I (4 i CONC`� �� 23.2' 26.2' _ 0 ON 0 W p O NO SroR 12 CEDAR 1 �o — _ — - — ------------------- _ — — — — — z o -I MAS. N m RES. o LOT 3 #5737 e 12 CEDAR o 24.1 ' O "� 25 7' Q I NI 5. 'f 1 2n_ n' I J S.GR. 4' C.L.F. F.I.R. 1/2 0 S 89'30'07"E. 140. 00' F) LB 107 BVERIZON i 140' (P) ! OX ALSO F.I.P. I' 0.7' EAST I LOT 4 CER77RED TO.• DARWN W. TROYER. Trustee of the DARVIN W. 7ROYER REVOCABLE TRUST UID 6-24-04 RU7H ANN 7ROYER, Trustee of the RUIN ANN TROYER REVOCABLE TRUST UTD 6-24-04 NOTE. • ALL TREES ARE MEASURED IN INCHES. �J g� BEARINGS ARE BASED ON THE WEST R/W LINE OF 18th STREET AS, NOR7H , ASSUMED. PC PT :Point of Curvature :Point or Tongmcy B°"`"m°''`:ConcreteSurve airs Notes: PRC :Point of Reuses Curvature PP BT""P, :PowerlVtllty Polo A.P.O. :A Pat Of PCC :Point of Compound Curvature COY : Covered P.1. :Point of intersection PSM ;PO-of"Wonal Surveyor k Mapper MAS :Masonry 1) Property shown hereon appears to be located In Flood Zane X' per F.I.R.M. No. 12101C 0456F SfR Set Copped Iron Rod 1/2' #6962 LB :Licensed Business RES :Residence Dated 9-26-14. 7his surveyor maker no guarantees as to the accuracy of the above Information. FIR :Found Iron Rod RLS :Registered Land Surveyor P.B. :Plat Book Local F.EM.A. agent should be contacted for vsrlf/cation. F1P :Found Iron Pipe A7WA :As lhelr Interests May Appear PG. :Page 2) No underground utilltisa underground encroachments or bu#679 foundations were measured or FCb :Found Concrete Monument iSAOA :lib Suxessors And/Or Assigns TVP. : T)pkaJ located as port of this survey. Trees and shrubs were not located unless otherwise shown. SC.M. :Set Concrete Monument R.C.P. :Reinforced Concrete Pipe W.F. ; Wood Fence 3) This survey woe conducted without the benefit of an abstract of tiffs, therefore there may be SET DISK :Set P-K Nail k Disk FND DISK :Found P-K NaN 4 Dick (P) :Plat EL. .1levotian other easements, rights of war setback lines, a guts, rosarwtknA restrictions or other slmdor y. gresm FND RRS :Found RaNrood Solke (D) X"d ASPH. :Asphalt matters of public record, not shown hereon. NCF :No Comer Found or Set (Dssc) :Doecdpti- W.C. :Witness Comer 4) Unless otherwise noted, distances shown herson refer to plot and Held measurements and are PRM :Permanent Refirencs Monument (C) :Coiculation R/W :Right Of Nay meom In U.S feet. O/H :Ovrhod Wtrss (F) :FWd Measured ESMT. :Easement 5) Re -use of this surrey far purposes other than It was Intended, without written verffkatkon, wNl be C.L.F. : Crain Link Fence SEC. :Section S/W : Sidewalk the re-usere sole risk and without IMbNlty to the surveyor: Nothing heralh shall be construed to Aura :Point of Beghning 7WP. :Township C.B. :Chord Bearing convey any rights or benefits to anyone other than those to whom this survey was crighal/y P.0..G :Point of Commencement ROE ,Range COL :Cokumn certified. P-K : Porkw-Kdon C/L :Osniewhe SO. : Square aita :OfWckrl Records Book A/C :Air Conditioner DIA. :Dianete AkR7Y xtc lahefF' va : Conarote VaNsy Gutter 0/A Ovsroll U.S. : tMRod States mum Bun, I as SCALE' 1 " = 20' p 0 10 20 30,Z N jT$ DA VID L. SMITH SURVEYING AND AWPING, INC. 1406 W. LIN& UGH APE. Tampa, F!. 33612 GAY y04 Phone (813) 935-1960 Fox (813) 933--9446 E' Certificate of Authorization "L.B. #6962" SURVEYOR'S CER71FiCATE I hereby certify that the survyy rtipresehtd hauvon meets the roupukernente of Florida Ad"kikbetim code pursuant to Chapter 5,i-1705aOM 05Z of the Florida Statutes. Unless It boas the sArature and the original raked sod of this Ronda licensed survsydr and mapper this drowhg, sketch. plot or map Is for Informational purposes only and In not valid Reid 03/07/19 �.• 't 1Mshe�bwbcmekteooiaUy Date: 1, peed d—W by _ /�% J. mki d ruyw I+.S.N.•4191 ppps1e t :.�p.nlp+wslpuure.nda.w.rd— Job1902-097 now. n �, •m u conxWo •d Date Number. Yg+ud wad sled.nJ the ,Ipnnurc,oup - �� ,! b. -,feud no ,ny de.t L copin. > tor.4 r NA ff4v SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EAST PASCO COUNTY, FLORIDA LEGAL DESCRIPTION: LOTS 1, 2 & 3, BLOCK 80, CITY OF ZEPHYRHILLS, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. '11 W� fpg SH O.LL `:O 'C R!•Y Ilii PF NA to O, CRI'C1"I UILDIW4 �E, EVAILING 0RDIN OOLV AND THE CITY opZIPNWy I ONCE$ `V1 1 � �A' c/ry,()�qY --------------- 20' ASPHALT 60' R/iY 0 EDGE OF PAVEMENT N 140' (P) 2 N. 89'2934 "W. 139.84' (F) "' F.I.R. 0 �12OPr O 1/2' tj 48 CAMPHOR a. _W LOT 1 Q) Co 'K 5�A Q o LOT 2 �S R o vo 23.2' ONE -------------- -------- STORY � o J MAS N W 04 RES. LOT 3 #5737 °j 24.1' SI.R- ALSO F.I.P. 1" 0.7' EAST CERRFIED TO. DARWN W. TROWR, Trustee of the DARVIN W. 7ROYER REVOCABLE TRUST U7D 6-24-04 RU7H ANN 7ROYER, Trustee of the RUTH ANN TROYER REVOCABLE TRUST U7D 6-24-04 4' C.L.F S 89 °30'07"E. 140.00' °e F 140' (P) LOT 4 NOTE. • ALL TREES ARE MEASURED IN INCHES. M —26.2' p � 12 CEDAR 0 J--, 4e::� ,997 4e-- Jra <:7Z I i BEARINGS ARE BASED ON THE NEST R/W LINE OF 18th STREET AS, NORTH' ASSUMED. I PC ZPWnt of Curvature � of T« y 7aa : Tonporary Benchmark CONC. ;C°"a°te Surve Or S Notes: A AC FCC :Point of Riswreo Curvotrs Point of Compound Curvature aw POP :86nahmw* Pak A.P.Q. COY. :A Part Of :Covered P.L :Point of MEersecuan PSM : PowerAnfly ond Surve a Mapper yaw MAS ;Maeonry 1) Pre 4!e yshown hereon appeal to be located In Flood Zone X' per F I.R.M. No. 12101C 0456F SIR :Set Gapped bon Rod 1/2' #WU LB :Llorhsed Business RES :Residence Doted 9-26-14. 7hk surveyor makes no guarantees as to the accuracy of the above information. FIR :Found iron Rod RLS :Registered Laird Suropor P.B. :Plot Book Local F.E.M.A. agent should be contacted for variffcotkm. F!P Found bon P4" AIM :As Mel, Interests May Appear Pa :Pugs 2) No underground utiliffo underground encroachments or bupdhg foundations were measured or Fi;M Found ConcYste Monument 1SA0A :Its Succeesas And/Mr Assign TWP. : Tjpkd located as part of this survey. Trees and shrubs were not located unless otherwise shown. S.C.M. SET MW :Set Concrete Monument :Set P-K t" k Dick R.GP. :Rehloreed Concrete Pipe W.F. : wood Fence 3 7bls survey was conducted without the benefit of a1 abstract of tivo, therefore there may be other FND DISK :Found P-K NON k Disk (P) -P� EL :petition easements, rights of war setback /fees; agreements, reservations, restrictions or other s1m1kr y% FND IM found Rd*oad Sys (D) :Deed ASPH -Asphalt matters of public record, not shown hereon. NCF : Ito Como Famd ar Ss! (�) ��p van N:Q :Nlbhsas caner shown her to of and measurements and 4) Unless othan►ke noted distances nm hereon re pi field eosuramenare PRM :Permanent Reference Monument (C) 4ak.•uladon R/IV ;Right Of Nby measured In U.S feet 0/H :Overhead Wkes (F) :Field Measured ESMT. :Easement 5) Re -use of this survey for purpoees other than it woe Intended, without written vsrifimtlon, wIl be C.LF. : C ski Link Fence SEC. :Section S/W : Sldewatk the re-usaro sole risk and without ilablity to the surveyor. Nothing heroin shall be construed to P.aa :Paht of Beghnhg TNP. -Township C.B. :Chad Bowing convey any rights or benef is to anyone other than those to whom this survey was orighoffy P.aa :Point of Commencement RGE Range COL .Coknnn cetified P-K : Parka-Kbion CIL 'CenteNne SC ;Square O.R.B. : OFl9ciaf Records Book A/C :Air C.onawaner DIA. :Diameter Fern' emer. Kit V.G. :Concrete Vdloy Gutter 0/A :overall U.S :United States anetnfr or I ca a 12 CEDAR O 25.7' F.1.R. 1/2' ` 0 LB 107 VERiZON i Box I SCALE 1 " = 20, p D 10 20 30 = N .0 W PPoPbbE.D Co+..IC2ETE- Poi VF- Wo,`( J N I 20. 0' 1 r 5 ITS. DA VID L. SMITH SURVEYING AND H.4PPMG, WC. G �y 1406 W. UNEMUGH AVE.. Tampa, R. M612 rQv� YO Phone (813) 935-1960 Fox (813) 933-9446 Cer- fic4e of Authorization "L.B. #6962" SURVEYORS CER71FICA7F I hereby axtify that the survey represented hereon meets the raWiements of Florida AdmhWrovw cods pursuant to Chapter AA-1ZOWO51.05Z of the Florida Statutes. Unless it bows the signature and the orighd rased leaf of this Florida ikensed surveyor and mapper this dmwfng, sketch, plot or map: is for hfamationd purposes only and is not valid Reid \` e(/ 'w`"®""°�.nr Date: 03/07/19 i 1. WhW I'u4m K. M. /4191 Job Op.•Mt - +*NdSlgn+u,e.od doe P&W R _ w Date Number 1902-097 c nl'IN..b.:nnmtate nor <ottsWmcd i :���� } �� 6e w�10edoa •tq day.bl.�arydu Fiberglass shingles over 30 Ibs felt or option peel and stick over 5/8" plywood sheathing (See table R803.1) with roof structure spaced no more than @ 24" o.c.. See roof framing layout and connection schedule for additional information. R505.2.2 dope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof slopes from two units vertical in 12 units horizontal (2:12) and less than four units vertical in 12 units horizontal (4:12), double underlayment application is required in accordance with Section R905.1.1. R905.2.3 UnderiaYrrrent. Underiayment shall comply and be installed in accordance with Section R905.1.1. R845.2.4 Asphaft lshftles. Asphalt shingles shall comply with ASTM D3462. WN= Approx. proposed roof pitch: 4 / 12 "MUST" be field verify by truss manufacture and approved by owner and / or contractor before the production of roof trusses. Proposed finish ceiling height: 8' - 0" (min.). Contractor to field verify and "MATCH" the ceibng height of the existing house. AN finished ceiling heights are the responsibility of the contractor and "MUST" be coordinated with the owner prior to the beginning of construction. AN WYW uterus are the resporis6itity of the contractor and "MUST" be coordinated with the owner prior to the beginning of construction. Truss company "MUST" field verify all existing roof conditions, roof slope, overt►a V bearing points, tie-in, stir. before engineering and manufacturing of roof trusses. Daniel M. Osman Drafting Service and Architect who signed / seeded the plans assumes no responsibility for errors in production of roof trusses due to negligence All elevations drawn are for "illustration" purposes only. For "actual" elevation construction, consult construction drawings and structural details for additional information. r% t . /e 1T RIGHT SIDE ELEVATION SCALE: 1/4" = 1' - 0" GABLE UW FRABH • At gable end only, install T-111 siding over a water resistive "Tyve k" vapor barrier, over 1 /2" cd-x sheathing, that is naked with 10d x 1 1 /2" nab Q 6" o.c. edges and 12" field. AN water restive beffiiin shall to be installed as required in Section R703.7.3. AN of the above are in reference with FBC Bth Edition 2017, ii FRONT ELEVATION Contractor MUST field verify and metch all existing conditions including roofing material, exftmr finish paint colors, and soffit / ftscia board. Truss company is responsible for verifying and nudching existing roof pitch andoverhang. REAR -ELEVATION Match existirvg painted texture finish over concrete block. Inside of structure to be finished with P.T. furring strips 0 1 Q" o.c., 1 /2" drywall and R-6 insulation. Portland c rrrent plaster must be applied in compliance with R703.7.2. AN of the above are in reference with FBC tth Edition 2017, and ASTM Section C-926. SCALE: 1/4" = 1'- 0" SCALE: 1/4" = 1'- 0" REVISIO NOIDATE I DESCRIPTION A � a v au i g '�02 C v coo t Quo~ c .c r- o cs eu�pp'�� M W co ��Cm•a�m aei v'� EQM .a C Q1 C QV W to V1 o a� W c to a ,- o a LE r S r p ?y C > Q > � C >, V U E C C 0 O C� E im 0 c0� _ �M 00 8 c° M !E l- U) r, Cc r- O 0 r L CV M z vJ •O J LL 00 Z cy) Q 0 LO N J m JOB NO. 5737 18TH STREET DATE MARCH 23, 2019 DRAWN BY Daniel M. Ossman SHEET NO. A-1 REVISIONS _J N01 DATE I DESCRIPTION M-Kel AW610 1. See "WALL LEGEND DESCRIPTION" for all existing and / or new wall locations. No load bearing wall will be removed on said project. 2. Electrical contractor to rewire entire house to code. 3. Mechanical contractor to change -out existing heat pump and air handier. Mechanical contractor to inspect all existing ductwork and replace and / or repair as needed. 4. Plumbing contractor to inspect existing water / waste sewer lines and repair if needed. Plumbing contractor to repair and / or replace existing plumbing fixtures and cap off any unused drains. 5. List of other items that are to be replaced on said project: A. Complete kitchen, bathroom remodel including cabinets and appliances. B. See window and door schedule for more information and locations. C. Patch and repair drywall as needed. Exterior masonry walls: R - 4.2 Insulation min. Attic space: R - 38 Insulation min. 1/2" Drywall on all interior walls 5/8" Drywall on all interior ceilings D. Re -texture interior walls and ceilings. E. Install new interior finishes such as baseboard, hardwood flooring, carpet and / or tile, etc. F. Repair soffit and fascia as needed. G. Paint interior and exterior of house. H. See square footage breakdown for what areas to be demo. Existing square footage breakdown: 768 s/f Existing heated living area 336 s/f Existing carport (to be demo) concrete slab to remain 1" s/f Existing alum screen enclosure (to be demo) concrete slab to remain 96 s/f Existing unfinished utility room (to be demo) concrete slab to remain 24 s/f Existing covered front entry 768 s/f Heated living area to be remodeled 624 s/f Proposed heated living area addition 288 s/f Proposed covered carport Florida Prdduct Aaaroval Product Category Manufacturer Approval Number Precast Concrete Lintel Cast - Crete FL 158.1 R9 Asphait Shingles GAF Materials Corp FL 10124.1 R20 Ridge Vents GAF Materials Corp FL 6267.1 R14 Vented Vinyl Soft Kaycan FL 16503.3 R3 Note: 1. Any products that are substituted, must meet or exceed products specified. Contractor "MUST" provide all product data to building inspector at time of inspection. EXISTING FLOOR PLAN LAYOUT � o a w A a a rA 8 � as o � o ID w a� cu N ani 46 o c r r O �, a o -Wv aoN aj'cac"�� CL NCO d*t.m E¢c`i (D V Rf L ' co A O � O cA � (D .. M N o t5 a E�� O" O E ���M FX O V L cn -0p 3 —Q'V— En c�u v°��v�i V�.0 O M U- = N C'E CHI O �CC UN a. =Na �04 VJ♦ ) t0 Q o J L 00 V > Z cy) CL Q L1) N J m JOB NO. 5737 18TH STREET DATC MARCH 23, 2019 IDRAWN BY I Daniel M. Ossman j SCALE: 1/4" = 1'- 0" SHEET NO. A -2 EXISTING ROOF & ROOF STRUCTURE TO REMAIN (INCLUDING ROOF STRUCTURE ATTACHMENT TO MASONRY WALL) 7 REVISIONS NO DATE DESCRIPTION EXIST. P.T. 1 x4 -- SMOKE/DRAFTSTOP TO REMAIN NEW I' G.W.B. ON P.T. 1x2 FURR'G. STRIPS 0 16" o.c. MAX... INSTALL r RIGID INSULATION BD. BTWN. FURR'G. EXISTING FASCIA & SOFFIT TO REMAIN tlt�, 7 EXIST. TOP COURSE (CONC.-FILLED & REINF. W/ CONT. REBAR) TO REMAIN EXIST. PRECAST CONC. LINTEL TO REMAIN REMOVE EXIST. WINDOW & PRECAST SILL NEW 8x8x16 CONC. MASONRY UNITS (CUT AS REO'D. TO FIT OPENING) W/ TYP. r TYPE 'S' MORTAR JOINTS IF APPLICABLE: INSTALL NEW STUCCO FINISH TO MATCH EXISTING. INSTALL PER ASTM C 926 (TYP.) MASONRY OPENING IN — FILL DETAIL DESIGN AND WIND CRITERIA (FBC 6th EDTION 2017 RESIDENTIAL) Address: 5737 18th Street Zephyrhills, Florida 33542 Basic Wind Speed (V) 150 mph Building Classification RISK Category II Wind Importance Factor (1) 1 Wind Exposure C NOTE: THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED TO COMPLY WITH THE FLORIDA BUILDING CODE 6th EDITION 2017 RESIDENTIAL, SECTION R 301.2.(1) WITH A (3 SECOND WIND GUST). MASONRY NOTES 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE CONCRETE MASONRY ASSOCIATION AND ACI 318. 2. MINIMUM MASONRY UNIT STRENGTH: FM 1350 psi. 3. MORTAR SHALL BE TYPE 'S'. STRUCTURAL NOTE 1. IF WINDOW OPENING WIDTH IS LESS THAN 6'-2" WIDE, NO VERTICAL STEEL REINFORCING IS REQUIRED WITHIN NEW MASONRY IN -FILL. SCALE: N.T.S. Pour next 4" concrete slab with min. 3,000 p.s.i fiberme or "opt" 4" conc. slab w/ 6 x 6 x 10 x 10 w.w.m. er 6 mil. vapor barrier over termite treated d compacted clean fill. Cap xisting concrete slab to bring slab up to the xisting finish floor house elevation. PI a 6 mil. vapor barrier over existing eon to slab before capping slab with FOUNDATION PLAN 51. SLAB TO ,SLAB TIE—IN: Where a new concrete slab butts up against an existing concrete slab, use 1 - #5 rebar doweled perpendicular into the existing concrete slab a min. 4" set in epoxy grout @ every 32" o.c. and leave a min of 4" perpendicular where the new concrete slab will be poured. Indicates 1 - #5 vert rebar in a conc. masonry block cell filled and tamped solid with conc., hooked into the bond beam above and the conc. slab / fig below with a 25" min. lap splice (typ). 321- O" 2(0 - O" / ,2ra �� r-- ell Indicated either a door or window location (typ). .9 � I I — ._ S I -0, as I I '9 L I I 8" x 16" conc, ftg. w/ I 2 - #5 rebars cant. w/ a I 8" x 8" x16" conc block I _ I stemwail above or "opt." I I I 12" x 16" mono ftg. w/ I 2 - #5 rebars Cont. 9 I TZ Ic K Na- V, I 4 I w 2(.0 - O " 5 1- Lz� M K. 8"xl: coat. I uJ N footia8 w/ 1- #5 P)• I C, � � '\ ­ 24 " x 24" x 12" conc pad W/ 3 - #5 reban each way 121- O(typ). 4 A a C b aQe a c N a 0 e� o A en ec 4 e 6 F. w go a a� a� N -C 0 pM,Q00 d? �On C4 aaCMU,o c M o - 'Q co A E CM > 00 - :2 c M .0 crj 'm 'C _O L Z �. m ts J- 0) Cl a. LV 3 UF- 3cyQ>CO c >, E 67 �iEEmC�o�i N O N ,U 0M�CO� s NCO C �F—� o .�--� qq Q,) cc v, M Z (� co Q 00 V t v �+ Z c4e) a N 0 L1) N D JOB NO. 5737 18TH STREET DATE MARCH 23, 2019 DRAWN BY Daniel M. Ossman SHEET NO. I SCALE: 1/4" = 1' - 0" A-3 REVISIONS _ N01 DATE I DESCRIPTION Window and Door Schedule No. Type Size Notes Door or Florida Window Product Manufacturer Approval Name 1 Existing window to Varies - - - remain 2 Existing door to Varies - - - remain 3 Insulated exterior 32" x W' - Therms - Tru FL 7640.1 R8 door C on 4 Insulated exterior 72" x 80" Temp glass PGT Industries FL 331.3 R14 french door 5 Single hung window SH 24 - PGT Industries Inc. FL 1435.5 R20 6 Single hung window 2 SH 25 Fire egress window PGT Industries Inc. FL 1435.5 R20 7 Interior hollow core 28" x 80" - NIA NIA door 8 Interior hollow core 30" x 80" - NIA NIA door 9 Interior hollow core 32" x 80" - N/A N/A door 10 Interior hollow core 30" x 80" - NIA N/A bi fold door 11 Interior hollow core 36" x 80" - NIA NIA bi-fold door 12 Interior hollow core 48" x 80" - NIA NIA bi-fold door =•• 717PIVIT77rem• 1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT". 2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS ASSET FORTH IN FBC 6th EDITION (2017) RESIDENTIAL, SECTION R 301.2.1.2 3. Any products that are substituted, must meet or exceed products specified. Contractor "MUST" provide data to building inspector at time of inspection. 4. Contractor "MUST FIELD VERIFY" all existing openings specified on this project, then coordinate with manufacture before purchasing any doors and / or windows. Daniel M. Ossman Drafting Service, Inc. "IS NOT" responsible for any errors in sizes, in the door / window schedule. BLOCK UP EXISTING OPENING AND EXTERIOR TO BE FINISHED AS FOLLOWS Match existing painted texture finish over concrete block. Inside of structure to be finished with P.T. furring strips @ 16" o.c., 1/2' drywall and R-6 insulation between. Portland cement plaster must be applied in compliance with R703.7.2. All of the above are in reference with FBC 6th Edition 2017, and ASTM Section C-926. UPI I I W, • I • Iit • • I Existing concrete block wall to remain. Existing 2 x frame wall to remain New 8" concrete block wall. Finish the interior with 1/2" drywall over min. R - 6 insulation over P.T. furring strips For all "exterior walls" use 2 x 4 studs @ 16" O.C. and finish with 1/2" drywall over min. R -13 insulation. For all "interior walls" use 2 x 4 studs @ 24" o.c. and finish with 1/2" drywall. Provide min R -13 insulation for all adjacent walls or any other locations that are required by code. Note: At all plumbing walls use 2 x 6 studs to allow for ventilation plumbing stacks. Closet maid ventilated shelving. N It is the responsible of the General Contractor to make a field inspection to verify all existing field conditions and measurements with proposed plans for accuracy, before distributing plans to any and all trades. General Contractor will be held liable if these inaccuracies are "NOT" submitted in writing to Daniel M. Ossman Drafting Service, Inc. before the distribution of plans. Dane) M. Ossman Drafting Service, Inc. "WILL NOT" be held liable for any inaccuracies in dimensions with existing field conditions or other trades on proposed plans. All exterior masonry and / or frame perimeter walls are to be considered shearwall segments, except at door / window openings and wall lengths Less than 2' - 8" in length. -UP EXISTING /PROPOSED FLOOR PLAN LAYOUT 6 SECTION 101.1 These regulations shall be known as the Florida Building Code, Existing Building, hereinafter referred to as "this code." In addition to the provisions of this chapter, the provisions of Chapter 1, Florida Building Code, Building, shall- govern the administration and enforcement of this code. SECTION 101.2 The provisions of the Florida Building Code, Existing Building shall apply to the repair, alteration, change of occupancy, addition to and relocation of existing buildings. SECTION 801 Level 2 alterations as described in Section 504 shall comply with the requirements of this chapter. The 2017 Florida Building Code - Existing Building 6th Edition. o V a � N p es cn v bD s, ao A � y, L M (D L p 78 0 CS,-o 1? o 2� � L1J � N Q. C X�.. 0 0 C cc CC CD .Q � CO V V E Q cC7 115 U (D co 4) '0 L L N V-JU- C U) CL o j a Ec's8'vE O _ i in co M C 3 > Q > °aCoco tvEiE®°�'2� p �- > N co m'c� c1L-� o co �N i2=Nck CV ^ v CM Z v J _T3 Q O LL. r-- cr) Z M a �. a Wn N Z) m JOB NO. 5737 18TH STREET DATE MARCH 23, 2019 DRAWN BY Daniel M. Ossman SHEET NO. A - 4 SCALE: 1/4" = 1'- 0" Framing Layout Notes: REVISIO NO I DATE I DESCRIPTION Framing layout draw by Daniel M Ossrnan Drafting Service, Inc. a a schematic "on only. It is theresponsibility of the General Contractor to make a field inspection to verify "ALL" existing field conditions including accuracy in dimensions with proposed plans. General Contract "MUST" certify in writing (the time and date) that this field inspection was conducted on and submitted to truss manufacture. If this field inspection was "NOT" done prior to giving said plans to the truss manufacture, then the "GENERAL CONTRACTOR WILL BE HELD LIABLE FOR ALL COST OF ANY / ALL MISTAKES" on pre-engineered busses Out we constructed ucted for said project. Daniel M. Ossrmari Drafting Service, inc. WLL NOT BE HELD LIABLE" for errors made on any *aming (aw or +000 . op, Upon mawing said plans from the General Contractor ... this truss manufacture "MUST" make a thew "OVW fielclinspection 3 a conditions, lea slopes,overhangs, n . dirriensions prior to the manufactuift of busses. gym.rtify (the tiffe and daft) that this field inspecbon was conducted on by their company. This cerfitication must be given to the General Contractor g prior to project. All thickened slabs / footing on foundation plan are located according to the schematic truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Only truss manufacture can change these locations due to truss bearing points and "MUST" notify General Contractor of these changes as soon as possible. 4 All hurricane truss straps specified on said project are to be used unless otherwise specified by truss manufacture. AN hurricane straps specified are "Simpson Strong Tie" ( or equal ), unless noted otherwise. Only truss manufacture can change any / or all truss straps that are specified on truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Truss manufacture must first notify General Contractor in writing of these changes as soon as possible. Connection Schedule Manufacturer Model Uplift FI Product Location I Use Name No. Approval Number Simpson HETA20 #1810 FL 11473.3 Wood beam connection to concrete Strom Tie column. Simpson MBHA3.5 #1585 FI 10456.7 WOod beam hanger to exterior concrete S Tie 6111.88 block wall. structure connection to wood gim� a H10A #1140 FI 10466.7 � Simpson HETA20 #1810 FL 11473.3 Roof structure connection to concrete StrongTie block wall. 1. Any products that are substituted, must "MUST" or "EXCEED" products specified. Contractor "MUST" provide data to building inspector at thne of inspection. Only truss company can modify hurricane clips and connections specified and must coordinate with General Contractor with any changes to plans. 2. All existing ceiling heights to remain the same. Proposed ceiling freight to be a min. of 8' - 0", contractor to fold verify with owner. 5 Truss design drawings shall be prepared in acconderce to and conforraeioe with section R802.10.1. These documents shall be provided by the truss manufacture at time of truss delivery and approved by the building official prior to the installation of the roof truss. (See code section items 1-12). 6 This plan as indicated is diagrammatical in nature for permit and contract purposes only. Any revisions as required by the truss company's engineer as indicated on truss company's sealed drawings shall superseded this drawing. This also includes truss company's specified hurricane and other anchors supersede one shown on this drawing. 7 If shingles are being used, shingles MUST comply with section 905.2.2, 905.2.4.1 and table R - 905.2.6.1 for wind resistance, FBC mwidenW code 8th edition (2017) residential. 8 CONTRACTOR, MUST CUTE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, FLAT AND OR OTHER CEiUNG TYPES. CONTRACTOR El 100% RESPONSIBLE FOR THE EXTERIOR WALL. CONSTRUCTHM METHOD WHERE A GABLE END iS CONSTRUCTED. ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESMENTIAL CODE 6TH EDIMON (2017) RESIDENTIAL, SECTION R - M FOR CONSTRUCTION METHODS. SEE ADDITIONAL ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAN.S. DANIEL M. OSSMAN DRAFTING SERVICE AND ARCHRECT WHO SIGNED / SEALED THE PLANS, ASSUMES NO RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAN-URE TO FOLLOW THE BUILDING CODE FOR GABLE END CONSTRUCTION. ROOF FRAMING LAYOUT Approx. roof pitch: 4 112 "MUST" be field verify by truss manufacture and approved by owner and / or contractor before the production of roof trusses. Proposed finish ceiling height: 8' - 0" (min.). Contractor to field verify and "MATCH" the ceiling height of the existing house. All finished ceiling heights are the responsibility of the contractor and "MUST" be coordinated with the owner prior to the beginning of construction. All lintel heights are the responsibility of the contractor and "MUST" be coordinated with the owner prior to the beginning of construction. Truss company "MUST" field verify all existing roof conditions, roof slope, overhang bearing points, tie-in, etc. before engineering and manufacturing of roof trusses. Daniel M. Ossman Drafting Service and Architect who signed / sealed the plans assumes no responsibility for errors in production of roof trusses due to negligence to conduct proper and accurate field inspection by truss manufacture and dimensioning. CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 100% RESPONSIBLE FOR THE EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE END IS CONSTRUCTED. ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE 6TH EDITION (2017) RESIDENTIAL, CHAPTER 6, FOR WALL CONSTRUCTION METHODS. SEE ADDITIONAL ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN DRAFTING SERVICE AND ARCHITECT WHO SIGNED I SEALED THE PLANS, ASSUMES NO RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW THE BUILDING CODE FOR GABLE END CONSTRUCTION. r5*1 r^ w e%ear-• ^— L r--+.v r r_ I -- a_ I ef P' r>f, f"1 r 2-2X12 WOOD (!:;EM (TrP.) 2 x 4 L00140UM CD 24rf a.C. a � � y � � a � a a O A �A O L $° w v sa .w � •w A v a� W r O 'a �y Go WthW UN LO a L 0 0 CLIX s 5 oQ c c ° a M o� Z _Ju_ 4om C CO CL M � c--U•S�s ai 3 c co > Q .r T- c >,:p EEC°Ln0 Noco d-��=M p °`>m�a 00 M 0 M AH a: ttf e E E 0 C 1 ate--- 0 t0 F-a SN LiNa N ♦♦^^ U0 Z Q �0 J .,..r Iz 0 Z cM p%,. CL J N D m JOB NO. 5737 18TH STREET DATE MARCH 23, 2019 DRAWN BY Daniel M. Ossman SCALE: 1 /4" = V - 0" SHEET NO. A - 5 LE&END 12OV DUPLEX OUTLET © CEI06 FAN MOON #W WIRE GT 120V DUPLEX OUTLET E*MT FAN AaOVE COUNTER TOP AP6 120V DUPLEX OUTLET © SMOKE DETECTOR WITH WATERPROOF COVER V PWM JACK Wd 120V DUPLEX OUTLET O GAaLE TV JACK 6ROUND FAULT INTERCEPTER 03 SPRINKLUR TIMER 6 22oV : PFLIALTY OUTLET ® POMM PANE. ® SPECIALTY DIRECT WIRE ® I" BUTTON 4 MTCH ® CHIME 0 mcew CAN FIXTURE ® A/c SUP Y e RWX:% CAN FIXTURE DIRECTIONAL 4:�tp FLOOD L.&M FLOURESCENT FIXTURE- 2 LAWS ® `STY PAWL. WITHOUT LENS ® 5E'CURITY KEY PAD (PRE -WIRE) C�FLOtPXSCZNT FIXTURE- 6240 FIXTURE ® CARBON MONOXIDE CCILIN6 MOUNT DETECTOR WALL MOUNT FIXTURE SMOKE ALARMS: Per section R 314 for all alterations, repairs and additions. When interior alterations, repairs and additions requiring a permit occurs, or when one or more sleeping rooms are added or created in an existing dwellings, the individual dwelling unit shall be provided with a smoke detector located as required for new dwellings; the smoke detector shall be interconnected and hard wired. All existing bedrooms and within 10' - 0» outside of the bedroom as well. CARBON MONOXIDE ALARMS: Per section R 315.1 All carbon monoxide detector are required to be installed within 10' - 0" of each room used for sleeping purposes. Detector must be both hard -wired and battery backup. Exception: This section shall not apply to existing buildings that are undergoing alterations or repair unless the alteration is an addition as defined in Section R315.1.3. ELECTRICAL NOTES: 1 Provide and install locally certified smoke detectors as required by National Fire Protection Association (NFPA) and meeting the requirements of all governing codes. 2 Provide and install Ground Fault Circuit - Interrupters (G.F.I.) as required by the National Electrical Code (NEC) and meeting the requirements of all governing codes. 3 Provide and install Arc Fault Circuits (ARC) in All bedrooms as required by the National Electrical Code (NEC) and meeting the requirements of all governing codes. 4 Unless otherwise indicated, install switches and receptacles at the following heights above the finish floor as follows: SWITCHES: 42" OUTLETS: 14" TELEPHONE: 14" TELEVISION: 14" Electrical layout is schematic only. This electrical layout hereby complies with The National Electrical Code (NEC), or NFPA 70, and The 2017 Florida Building Code - Residential 6th Edition. Electrician "MUST" coordinate with general contractor and / or owner before the installation of all fixtures. ELECTRICAL LAYOUT SCALE: 114" = 1' - 0" REVISIONS NO DATE DESCRIPTION u s � Q � 000 u •C � Grr rl S C V o o 0 w 9 & cc A "a a� a� N �a) o _ c cts a� Q 2 0 L M W � N N CL C.00 N O - Q� M N V V E Q M C 'Q >(4 ) O U oS (L� c c= (� .V Cr) 'y O LL _1 Q% Y. �05r, o�W to.-0 E�fl. �'��'� -�W O — i N CO �C) L U E = N ° T asO u� _ CM o 0.- - > ('5 T o CU CF ram I-- ro U N n. i (.L a. N U) M z U) M p J jC �-a LL 00 r vi V Z ce) -C N � J m of al� 108 NO. 5737 18TH STREET DATE MARCH 23, 2019 DRAWN BY Daniel M. Ossman SHEET NO. A 6 GENERAL STRUCTURAL NOTES: R301.4 Dead load. The actual weights of materials and construction shall be used for determining dead load with consideration for the dead load of fixed service equipment. REVISIONS NO DATE DESCRIPTION 1. GOQES: 1.1. Current edition of The Florida Building Code 6th Edition 2017 Residential. 1.2. Building code requirements for reinforced concrete (ACI 318.11). 1.3. American Society of Civil Engineers minimum design loads for buildings and other structures (ASCE 7 / TMS 402). IN 3 4. 2.1. Minimum allowable soil pressure 2,000 PSF. See Table R401.4.1 for specific soil presumptive load bearing values of foundation materials. CONCRETE: 3.1. Concrete compressive strength at 28 days: 2,500 PSI (Normal weight). 3.2. Reinforcing bars: ASTM A615-94 (Grade 60). 3.3. Welded wire fabric (WWF): ASTM A185-01. 3.4. Detail reinforcement in accordance with ACI 318-11, latest edition. 3.5. Concrete coverage of reinforcement: Footings 3" bottom and sides. 3.6. Earth supported slabs: (Including exterior walk and driveway slabs) 3 Y2" thick, reinforced with 6 x 6 -10 x 10 WWF at mid depth of slab. Fiber -mesh may be used in lieu of WWF at contractor's option. 3.7. Concrete operators shall comply with ACI standards. 3.8. Lap splice shall be as follows: #7 bar 35", #5 bar 25"; #4 bar 20" and #3 bar 15". MASONRY: 4.1 Design and construction shall conform to the specification of the National Concrete Masonry Association and ACI 318-11. 4.2 Minimum masonry unit strength: fm 1,350 PSI. 4.3 Mortar shall be type "S". 4.4 All block cells and cavities below grade shall be filled with concrete when stemwall is greater than 24" tall above grade. 5. WOOD: 5.1 Wood structural framing members: #2 Southern Yellow Pine (unless noted otherwise) with an allowable bending stress (fb) per NDS - 2012 = 1,250 PSI and a modulus of elasticity = 1,600,000 PSI. 5.2 All exposed wood or wood in contact with earth or concrete to be pressure treated. 5.3 Roof sheathing: 15/32" C - D grade plywood (or 7/16" OSB) under 30# felt under 240# fiberglass shingles. 5.4 Untreated wood shall not be in direct contract with concrete. Seat plates shall be provided at bearing locations without wooden top plates. NAILING SCHEDULE Connection Fastener Number of Spacing Joist to band joist, face nail 16d common 3 Joist to sill or girder, toe nail 8d common 3 Bridging to joist, toe nail each end 8d common 2 Ledger strip 16d common 3 at each joist Sole plate to joist or blocking, face nail 16d common 16" o.c. Top or sole plate to stud, end nail 16d common 2 Stud to sole plate, toe nail 8d common 4 Double studs, face nail 10d common 24" o.c. Double top plates, face nail 1Od common 16" o.c. Continuous header, two pieces 16d common 16" o.c. along each edge Ceiling joists to plate, toe nail 8d common 3 Ceiling joists, laps over partitions, face nail - Ceiling joists to parallel rafters, face nail - 3-16 or 4-1 Od common Rafter to plate, toe nail 8d common 3 Built up comer studs 16d common 24" o.c. Built-up girders and beams, of three members 1 Od common 32" o.c. at top and bottom and staggered 2 ends and at each splice Wood Structural Panel / Subflooring 19/32" or 3/4" 1 Od common or 6" o.c. edges and 10d hot dipped gaiv. box nails 12" o.c. intermediate Wood Structural Panel / Roof & Wall Sheathing 8d common or 6" o.c. edges and 8d hot dipped galv. box nails 6" o.c. intermediate 4" o.c. gable truss Gypsum Wallboard 1 3/8" drywall nail 4" o.c. on ceilings 8" o.c. on walls 1/2" 1 '/2" drywall nail 4" o.c. on ceilings 5/8" 8" o.c. on walls 3 tab asphalt roofing shingles 1 W min. 11 ga. Galy. nails 6 fasteners per shingle with min. 3/8" diameter head END ZONE 'A' = 6 FEET A A A A 2 1 2 2 1 2 3 3 3 3 ROOF- ZONES 5 1 4 1 5 1 WALL ZONES ULTIMATE DESIGN WIND SPEED Vult - 150 m.p.h. a w Of Q� o w CLADDING & 3 COMPONENT Q LOADS FOR > ROOF HT. OF 0 30 FEET z o U_ cf' LOCATED IN N w u EXPOSURE 'C' 1 10 28.2 -44.8 1 20 25.8 - 43.6 w 1 50 22.4 - 41.9 1 100 20.0 - 40.7 2 10 28.2 -78.0 0 2 20 25.8 - 71.8 `- 2 50 22.4 -63.5 2 100 20.0 -57.2 L,_ 3 10 28.2 -115.4 0 � 3 20 25.8 -108.0 3 50 22.4 -98.0 3 100 20.0 -90.5 4 10 49.0 -53.1 4 20 46.8 -50.9 4 50 43.8 - 48.0 4 100 41.6 -45.7 J 4 500 36.6 - 40.7 3 5 10 49.0 -65.6 5 20 46.8 -61.1 5 50 43.8 - 55.3 5 100 41.6 -50.9 5 500 36.6 - 40.7 NOTES: '. FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED. OTHERWISE USE THE LOAD ASSOCIATED NTH THE LOWER EFFECTIVE AREA. 2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES, RESPECTIVELY. . GENERAL NOTES: 1. All work shall conform with the latest adopted edition of the Fbrida Building Code, Mechanical Code, Plumbing Code, The National Electrical Code and all applicable codes and regulations, local, city, state, federal, safety board of fire underwriters and fire department. 2. Workmanship shall be equal to the best trade practices. 3. All installations of manufacture's specifications shall be in exact compliance with manufacture's printed instructions. 4. Contractor and / or owner shall verify all existing conditions and dimensions before any phase of construction is to commence. Daniel M. Ossman Drafting Service is NOT responsible for any errors in dimensions. 5. Contractor and / or owner shall coordinate all work between site, building electrical, mechanical and plumbing before each phase of construction begins. 6. DO NOT SCALE PLANS. R301.5 Live load. The minimum unifamty distributed five load shall be as provided in Table R301.5. TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in . pounds per square foot) USE LIVE LOAD Uninhabitable attics without storageb 10 Uninhabitable attics with limited storages,. g 20 Habitable attics and attics served with fixed stairs 30 Balconies (exterior) and deckse 40 Fire escapes 40 Guards and handrailsd 200h Guard in -fill componentsf 50h Passenger vehicle garagesa 50a Rooms other than sleeping rooms 40 Sleeping rooms 30 Stairs 40c For SI: 1 pound per square foot = 0.0479 kPa, 1 square inch = 645 mm2, 1 pound = 4.45 N. a. Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a 20-square-inch area. b. Uninhabitable attics without storage are those where the clear height between joists and rafters is not more than 42 inches, or where there are not two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches in height by 24 inches in width, or greater, within the plane of the trusses. This live load need not be assumed to act concurrently with any other live load requirements. .c. Individual stair treads shall be designed for the uniformly distributed live toad or a 300-pound concentrated load acting over an area of 4 square inches, whichever produces the greater stresses. d. A single concentrated load applied in any direction at any point along the top. e. See Section R507.1 for decks attached to exterior walls. f. Guard in -fill components (all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area equal to 1 square foot. This load need not be assumed to act concurrently with any other live load requirement. g. Uninhabitable attics with limited storage are those where the clear height between joists and rafters is not greater than 42 inches, or where there are two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches in height by 24 inches in width, or greater, within the plane of the trusses. The live load need only be applied to those portions of the joists or truss bottom chords where all of the following conditions are met: 1.The attic area is accessible from an opening not less than 20 inches in width by 30 inches in length that is located where the clear height in the attic is not less than 30 inches. 2.The slopes of the joists or truss bottom chords are not greater than 2 inches vertical to 12 units horizontal. 3.Required insulation depth is less than the joist or truss bottom chord member depth. The remaining portions of the joists or truss bottom chords shall be do -signed for a uniformly distributed concurrent live load of not less than 10 pounds per square foot. h. Glazing used in handrail assemblies and guards shall be designed with a safety factor of 4. The safety factor shall be applied to each of the concentrated loads applied to the top of the rail, and to the load on the in - fill components. These loads shall be determined independent of one another, and loads are assumed not to occur with any other live load. TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS -FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TRIBUTARY LOADED AREA IN SQUARE FEET FOR ANY ROOF SLOPE STRUCTURAL MEMBER 0 to 201 to Over 200 600 600 Flat or rise less than 4 inches per foot (1:3) 20 16 12 Rise 4 inches per foot (1:3) to less than 12 16 14 12 inches per foot (1: 1) Rise 12 inches per foot (1:1) and greater 12 12 12 For SI: 1 square foot = 0.0929 m2, 1 pound per square foot = 0.0479 kPa, 1 inch per foot = 83.3 mm/m. R301.7Deflection. The allowable deflection of any structural member under the live load listed in Sections R301.5 and R301.6 or wind loads determined by Section R301.2.1 shall not exceed the values in Table R301.7. ISO e r � C a A a 2 a� �4) s o c O a+ QL.O� co N BMW N LO a�rr.E �E'o C t0 C - ' CO �t 6 :_. E Q cn �CtA���ti L M N O p �►- v a � c' -r- -6 E � U o M C 2. t7 C:r �Ea. Como rn O (D U- t ` i0 N w PM1 cn .0 CO C N C -Er- CI-, O H r3 N a=C,4 ii a: C!� W ...J QU) W a: Q D D D D Cr U) [w CO ct JOB NO. MASTER DATE JANUARY 1, 2018 DRAWN BY Daniel M. Ossman SHEET NO. S-1 Termite Protection ROOF DIAPHRAM NAILING SCHEDULE � REVISIONS N01 DATE DESCRIPTION R 318.1 Termite Protection. Termite protection shall be provided by registered termiticides, including soil applied pesticides, baiting systems, and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment to new construction. See Section 202, "Registered termiticide." Upon completion of the application of the termite protective treatment, a Certificate of Compliance shall be issued to the building department by the licensed pest control company that contains the following statement: "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services." R 318.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. R 318.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed. R 318.1.3 if soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment. R 318.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. if rainfall occurs before vapor retarder placement, retreatment is required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or disturbing treated soil. R 318.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. R 318.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or grade within 1 foot (305 mm) of the primary structure sidewalis. Also, a vertical chemical barrier shall be applied promptly after construction is completed, including initial landscaping and irrigation/ sprinkler installation. Any soil disturbed after the chemical vertical barrier is applied shall be promptly retreated. R 318.1.7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention, Sections R318.1.1 through R318.1.6 do not apply; however, a signed contract assuring the installation, maintenance and monitoring of the baiting system that is in compliance with the requirements of Chapter 482, Florida Statutes shall be provided to the building official prior to the pouring of the slab, and the system must be installed prior to final building approval. if the baiting system directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system. R 318.1.8 If a registered termiticide formulated and registered as a wood treatment is used for subterranean termite prevention, Sections R318.1.1 through R318.1.6 do not apply. Application of the wood treatment termiticide shall be as required by label directions for use, and must be completed prior to final building approval. R 318.2 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors shall not be of cellulose -containing materials. If soil treatment is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010 inch (0.25 mm), and be sealed within the slab using a noncorrosive clamping device to eliminate the annular space between the pipe and the sleeve. No termiticides shall be applied inside the sleeve. R 318.3 Cleaning. Cells and cavities in masonry units and air gaps between brick, stone or masonry veneers and the structure shall be cleaned of all nonpreservative treated or non - naturally durable wood, or other cellulose -containing material prior to concrete placement. Exception: Inorganic material manufactured for closing cells in foundation concrete masonry unit construction or clean earth fill placed in concrete masonry unit voids below slab level before termite treatment is performed. R 318.4 Concrete bearing ledge. Brick, stone or other veneer shall be supported by a concrete bearing ledge at least equal to the total thickness of the brick, stone or other veneer which is poured integrally with the concrete foundation. No supplemental concrete foundation pours which will create a hidden cold joint shall be used without supplemental treatment in the foundation unless there is an approved physical barrier. An approved physical barrier shall also be installed from below the wall sill plate or first block course horizontally to embed in a mortarjoint. If masonry veneer extends below grade, a termite protective treatment must be applied to the cavity created between the veneer and the foundation, in lieu of a physical barrier. Exception: Veneer supported by a structural member secured to the foundation sidewall in accordance with ACI 530/ASCE 5/TMS 402, provided at least a 6 inch (152 mm) clear inspection space of the foundation sidewall exterior exist between the veneer and the top of any soil, sod, mulch or other organic landscaping component, deck, apron, porch, walk or any other work immediately adjacent to or adjoining the structure. R 318.5 Protection against decay and termites" Condensate lines, irrigation/sprinkler system risers for spray heads, and roof downspouts shall discharge at least 1 foot (305 mm) away from the structure sidewall, whether by underground piping, tail extensions or splash blocks. Gutters with downspouts are required on all buildings with eaves of less than 6 inches (152 mm) horizontal projection except for gable end rakes or on a roof above another roof. R 318.6 Preparation of building site and removal of debris. R 318.6.1 All building sites shall be graded to provide drainage under all portions of the building not occupied by basements. R 318.6.2 The foundation and the area encompassed within 1 foot (305 mm) therein shall have all vegetation, stumps, dead roots, cardboard, trash and foreign material removed and the fill material shall be free of vegetation and foreign material. The fill shall be compacted to assure adequate support of the foundation. R 318.6.3 After all work is completed, loose wood and debris shall be completely removed from under the building and within 1 foot (305 mm) thereof. All wood forms and supports shall be completely removed. This includes, but is not limited to: wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose -containing material placed in any location where such materials are not clearly visible and readily removable prior to completion of the work. Wood shall not be stored in contact with the ground under any building. R 318.7 Inspection for termites. In order to provide for inspection for termite infestation, clearance between exterior wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches (152 mm). Exceptions: 1.Paint or decorative cementitious finish less than 5/8 inch (17.1 mm) thick adhered directly to the masonry foundation sidewall. 2.Access or vehicle ramps which rise to the interior finish floor elevation for the width of such ramps only. 3.A 4-inch (102 mm) inspection space above patio and garage slabs and entry areas. 4.If the patio has been soil treated for termites, the finish elevation may match the building interior finish floor elevations on masonry construction only. 5.Masonry veneers constructed in accordance with Section R318.4. R 318.8 Foam plastic protection. In areas where the probability of termite infestation is "very heavy" as indicated in Figure R301.2(6), extruded and expanded polystyrene, polyisocyanurate and other foam plastics shall not be installed on the exterior face or under interior or exterior foundation walls or slab foundations located below grade. The clearance between foam plastics installed above grade and exposed earth shall be at least 6 inches (152 mm). Exceptions: 1. Buildings where the structural members of walls, floors, ceilings and roofs are entirely of noncombustible materials or pressure -preservative -treated wood. 2. When in addition to the requirements of Section R318.1, an approved method of protecting the foam plastic and structure from subterranean termite damage is used. 3.On the interior side of basement walls. SECTIOR803 ROOF SHEATHING R803.1Lumber sheathing. Allowable spans for lumber used as roof sheathing shall conform to Table R803.1. Spaced lumber sheathing for wood shingle and shake roofing shall conform to the requirements of Sections R905.7 and R905.8. Spaced lumber sheathing is not allowed in Seismic Design Category D2. TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING RAFTER OR BEAM SPACING MINIMUM NET (inches) THICKNESS (incises) 24 5/8 48a 60b 11/2T&G r72c For SI: 1 inch = 25.4 mm. a.Minimum 270 Fb, 340,000 E. b.Minimum 420 Fb, 660,000 E. c.Minimum 600Fb, 1,150,000 E. r-----------------------1 L------------------ - -- - - � I 2 - RIDGE 2 I l �- r----- ---- -- -- _--------- -----� I ,`<'"' I '3 4 1 '. L- - -_. -- -r=- -- - -I i ROOFEDGE t R803.2.3.1 Sheathing fastenings. Wood structural panel sheathing shall be fastened to roof framing with RSRS-01 (2 3/8" x 0.113") nails at 6 inches (152 mm) on center at edges and 6 inches (152 mm) on center at intermediate framing, unless roof diaphragm design requires a closer spacing. RSRS-01 is ring shank roof sheathing nail meeting the specifications in ASTM F1667. Where roof framing with a specific gravity, 0.42 <_ G < 0.49 is used, spacing of ring -shank fasteners shall be 4 inches on center in nailing zone 3 in accordance with Figure R803.2.3.1 where Vult is 165 mph or greater. Exceptions: 1 Mere roof framing with a specific gravity, 0.42 <_ G < 0.49 is used, spacing of ring - shank fasteners shall be permitted at 12 inches (305 mm) on center at intermediate framing in nailing zone 1 for any Vult and in nailing zone 2 for Vult less than or equal to 140 mph in accordance with Figure R803.2.3.1. 2.Where roof framing with a specific gravity, G = 0.49 is used, spacing of ring -shank fasteners shall be permitted at 12 inches (305 mm) on center at intermediate framing in nailing zone 1 for any Vult and in nailing zone 2 for Vult less than or equal to 150 mph in accordance with Figure R803.2.3.1. 3.Where roof framing with a specific gravity, G = 0.49 is used, 8d common or 8d hot - dipped galvanized box nails at 6 inches (152 mm) on center at edges and 6 inches (152 mm) on center at intermediate framing shall be permitted for Vult less than or equal to 130 mph in accordance with Figure R803.2.3.1. FASTEN 2X4 NO.2 SYP DIAGONAL BRACE TO BLOCKING W/ (6) 10d --- 'll ` �0,- J 2X6 NO 2 SYP DIAGONAL BRACE (MIN 4 BAYS IN LENGTH) • UP TO 8FT SINGLE 2X6 ONLY • UP TO 20FT, 2x6 W/ 2x6 T-BRACE %� I - TOE -NAIL MIN 2x6 NO SYP BLOCKING BETWEEN TRUSS TOP CHORDS WI (3)10d EACH END ROOF DECK FASTEN 2x6 NO. 2 SYP / "T-BRACE" TO DIAGONAL �i 8'-0" OR AS SHOWN ON PLAN BRACE W110d 0 3" O.C. I �l li JI I I - 48 -0" SYP LATERAL BRACE Q48O.C. FASTENED �-- TO EACH TRUSS WI (3) 10d GABLE TRUSS TRUSS TO TOP PLATE CONNECTION 1. FACE NAiL GABLE BOTTOM CHORD TO CONTINUOUS BLOCKING W/ 10d Q 8- D.C. 2. STRAP TRUSS TO TOP PLATE WITH MSTA12 W1(8) 10d C 48"O.C. 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK AND DBL TOP PLT W/ 8d COMMON @ 3" O.C. 2x4 SYP OUTRIGGER Q 24" O.C. CLIP TO GABLE TOP CHORD W1 (1) H2.5T WI (10) 8d x 1-112" GABLE TRUSS 24" LONG 20 NO.2. SYP SCAB APPLIED TO GABLE VERTICAL W/10dAT3"O.C. - 2x6 NO 2 SYP DIAGONAL BRACE - FASTEN (1) SIMPSON HGA 10 BRACE CONNECTOR FROM TO DIAGONAL BRACE TO GABLE VERTICAL - 2x4 NO.2 SYP BLOCK CONTINUOUS BETWEEN DIAGONAL BRACES. FASTEN TO DBL TOP PLATE W/ 10d AT 3" O.0 - FASTEN (1) SIMPSON HGA10 BRACE CONNECTOR FROM TO DIAGONAL BRACE TO GABLE VERTICAL DBL TOP PLATE PER PLAN - EXTERIOR WALL PER PLAN WALL SHEATHING PER PLAN 1 MAX. TRUSS SPACING = 24" Q.C. 2. OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON - DROPPED GABLE TRUSSES W/12" OR LESS OVERHANGS. 3. L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. GABLE ANGLE BRACING DETAIL_ u Ix an E N o w W w CD '� o fn ex o 11 go SE C i s a � � C � i A "a aD v N �F F- F- 7. c oLO >, araIX:E; C)CD v 0) CC N U? (D p� v > ai -a• •L .0 " 0 OV _1 i L. c_0 2 W p U_ � 5E-45)v02E o�-0 d) o��Vai20 Cn L �0" 6 E a� C u0i p m 0 3 c� NQ U,a�= t M N T- o ° ►- > ao v � a � M >J_ a� Ear SFr o F-N F-0 a2 Nit Cr U) LLJ .J F_ a W F- a L a: < a: D F- F-- V V D D a: a: F- t) 1U) JOB NO. MASTER DATE JANUARY 1, 2018 DRAWN BY Daniel M. Ossman SHEET NO. l S-2 HAZARDOUS LOCATIONS SECTION 2406 SAFETY GLAZING 2406.1 Human impact loads. - Individual glazed areas, including glass mirrors, in hazardous locations as defined in Section 2406.4 shall comply with Sections 2406.1.1 through 2406.1.4. Exception: Exception: Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 2406.1.1 impact test. Except as provided in Sections 2406.1.2 through 2406.1.4, all glazing shall pass the impact test requirements of Section 2406.2. 2406.1.2 Plastic glazing. Plastic glazing shall meet the weathering requirements of ANSI Z97.1. 2406.1.3 Glass block. Glass -block walls shall comply with Section 2101.2.5. 2406.1.4 Louvered windows and jalousles. Louvered windows and jalousies shall comply with Section 2403.5. 2406.2 Impact test. Where required by other sections of this code, glazing shall be tested in accordance with CPSC 16 CFR Part 1201. Glazing shall comply with the test criteria for Category 11, unless otherwise indicated in Table 2406.2(1). Exception: Glazing not in doors or enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers shall be permitted to be tested in accordance with ANSI Z97.1. Glazing shall comply with the test criteria for Class A, unless otherwise indicated in Table 2406.2(2). 2406.3 Identification of safety glazing. Except as indicated in Section 2406.3.1, each pane of safety glazing installed in hazardous locations shall be identified by a manufacturer's designation specifying who applied the designation, the manufacturer or installer and the safety glazing standard with which it complies, as well as the information specified in Section 2403.1. The designation shall be acid etched, sand blasted, ceramic fired, laser etched, embossed or of a type that once applied, cannot be removed without being destroyed. A label as defined in Section 202 and meeting the requirements of this section shall be permitted in lieu of the manufacturer's designation. Exceptions: 1. For other than tempered glass, manufacturer's designations are not required, provided the building official approves the use of a certificate, affidavit or other evidence confirming compliance with this code. 2. Tempered spandrel glass is permitted to be identified by the manufacturer with a removable paper designation. 2406.3.1 Multi -pane assemblies. Multi -pane glazed assemblies having individual panes not exceeding 1 square foot (0.09 m2) in exposed areas shall have at least one pane in the assembly marked as indicated in Section 2406.3. Other panes in the assembly shall be marked "CPSC 16 CFR Part 1201„ or "ANSI Z97.1," as appropriate. 2406.4 Hazardous locations. The locations specified in Sections 2406.4.1 through 2406.4.7 shall be considered specific hazardous locations requiring safety glazing materials. 2406.4.1 Glazing in doors. Glazing in all fixed and operable panels of swinging, sliding, and bifold doors shall be considered a hazardous location. Exceptions: 1. Glazed openings of a size through which a 3- inch -diameter (76 mm) sphere is unable to pass. 2. Decorative glazing. 3. Glazing materials used as curved glazed panels in revolving doors. 4. Commercial refrigerated cabinet glazed doors. 2406.4.2 Glazing adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge of the glazing is within a 24-inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the walking surface shall be considered a hazardous location. Exceptions: 1. Decorative glazing. 2. Where there is an intervening wall or other permanent barrier between the door and glazing. 3. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing in this application shall comply with Section 2406.4.3. 4. Glazing in walls on the latch side of and perpendicular to the plane of the door in a closed position in one- and two-family dwellings or within dwelling units in Group R-2. 2406.4.3 Glazing in windows. Glazing in an individual fixed or operable panel that meets all of the following conditions shall be considered a hazardous location: 1. The exposed area of an individual pane is greater than 9 square feet (0.84 m2); 2. The bottom edge of the glazing is less than 18 inches (457 mm) above the floor; 3. The top edge of the glazing is greater than 36 inches (914 mm) above the floor; and 4. One or more walking surface(s) are within 36 inches (914 mm), measured horizontally and in a straight line, of the plane of the glazing. Exceptions: 1. Decorative glazing. 2. Where a horizontal rail is installed on the accessible sides) of the glazing 34 to 38 inches (864 to 965 mm) above the walking surface. The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and be a minimum of 1 1/2 inches (38 mm) in cross -sectional height. 3. Outboard panes in insulating glass units or multiple glazing where the bottom exposed edge of the glass is 25 feet (7620 mm) or more above any grade, roof, walking surface or other horizontal or sloped (within 45 degrees of horizontal) (0.78 rad) surface adjacent to the glass exterior. 2406.4.4 Glazing in guards and railings. Glazing in guards and railings, including structural baluster panels and nonstructural in - fill panels, regardless of area or height above a walking surface shall be considered a hazardous location. _2406.4.5 Glazing and wet surfaces. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface shall be considered a hazardous location. This shall apply to single glazing and all panes in multiple glazing. Exception: Glazing that is more than 60 inches (1524 mm), measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool, or swimming pool. 2406.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the plane of the adjacent walking surface of stairways, landings between flights of stairs, and ramps shall be considered a hazardous location. Exceptions: 1. The side of a stairway, landing or ramp that has a guard complying with the provisions of Sections 1013 and 1607.8, and the plane of the glass is greater than 18 inches (457 mm) from the railing. 2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface. 2406.4.7 Glazing adjacent to the bottom stair landing. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches (914 mm) above the landing and within 60 inches (1524 mm) horizontally of the bottom tread shall be considered a hazardous location. Exception: Glazing that is protected by a guard complying with Sections 1013 and 1607.8 where the plane of the glass is greater than 18 inches (457 mm) from the guard. 2406.5 Fire department access panels. Fire department glass access panels shall be of tempered glass. For insulating glass units, all panes shall be tempered glass. SECTION 2407 GLASS IN HANDRAILS AND GUARDS 2407.1 Materials. Glass used as a handrail assembly or a guard section shall be constructed of either single fully tempered glass, laminated fully tempered glass or laminated heat strengthened glass. Glazing in railing in -fell panels shall be of an approved safety glazing material that conforms to the provisions of Section 2406.1.1. For all glazing types, the minimum nominal thickness shall be '/a inch (6.4 mm). Fully tempered glass and laminated glass shall comply with Category iI of CPSC 16 CFR Part 1201 or Class A of ANSi Z97.1. 2407.1.1 Loads. The panels and their support system shall be designed to withstand the kaads specified in Section 1607.8. A safety factor of four shall be used. 2407.1.2 Support. Each handrail or guard section shall be supported by a minimum of three glass balusters or shall be otherwise supported to remain in place should one baluster panel fail. Glass balusters shall not be installed without an attached handrail or guard. Exception: A top rail shall not be required where the glass balusters are laminated glass with two or more glass plies of equal thickness and the same glass type when approved by the building official. The pars shall be designed to withstand the loads specified in Section 1607.8. 2407.1.3 Parking garages. Glazing materials shall not be installed in handrails or guards in parking garages except for pedestrian areas not exposed to impact from vehicles. 2407.1.4 Glazing in wind-borne debris regions. Glazing installed in in -fill panels or balusters in wind-borne debris regions shall comply with the following. 2407.1.4.1 Ballusters and in -fill panels. Glass installed in exterior railing in -fill panels or balusters shall be laminated glass complying with Category II of CPSC 16 CFR Part 1201 or Class A of ANSI Z97.1. 2407.1.4.2 Glass supporting top rail. When the top rail is supported by glass, the assembly shall be tested according to the impact requirements of Section 1609.1.2 (HVHZ shall comply with Section 1618.4.6.4). The top rail shall remain in place after impact. FIRE BLOCKING: R 302.11 Fire blocking. In combustible construction, fire blocking shall be provided to cut off both vertical and horizontal concealed draft openings and to form an effective fire barrier between stories, and between a top story and the roof space. Fire blocking shall be provided in wood framed construction in the following locations: 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1.1. Vertically at the ceiling and floor levels. 1.2. Horizontally at intervals not exceeding 10 feet (3048 mm). 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filling this annular space shall not be required to meet the ASTM El 36 requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R 1003.19. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. R 302.11.1 Fire blocking materials. Except as provided in Section R302.11, Item 4, fire blocking shall consist of the following materials. 1. Two-inch (51 mm) nominal lumber. 2. Two thicknesses of 1-inch (25.4 mm) nominal lumber with broken lap joints. 3. One thickness on 23/32 inch (18.3) wood structural panels with joints backed by 23/32 inch (18.3) wood structural panels. 4. One thickness of 3/4 inch (19.1 mm) particleboard with joints backed by 3/4 inch (19.1 mm) particleboard. 5. One -half -inch (12.7 mm) gypsum board. 6. One -quarter -inch (6.4 mm) cement -based millboard. 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. 8. Cellulose insulation installed as tested in accordance with ASTM Ell or UL 263, for the specific application. REVISIONS NO DATE DESCRIPTION � O 3 _ n .. •a � V] N O pop = C . tp to o •� E c. 0 r+ C O °` � C4 a 0 .E C 3 ° a Z a�: "Z 4) -0 o c c `'- O 5. 000 Q�o-0 0 cO M W O N Q. *' ca00 (U C CD a LL �.5EQM co >ai��o�� C: 0- ci r �.�M L �, a >L L O V o LL _! M0°a Ec= .S -Q?E 0 catV 0 `iVM <.>c`.D o �2 E C� , �p U C7 O a o= O ` > 0 -. co U- cc ui o i-C3 c0iN a=Na- cc W J F- Q W J J Q Q ir Cr D D 0 V D D c U) CD JOB NO. MASTER DATE JANUARY 1, 2018 DRAWN BY Daniel M. Ossman SHEET NO. S - 3 Fi CEP cEur vj/o 5 vt,-¢ncnL- 9(x 4'' 'J" Ux.-Ts Coti T, wcop-Tr I ri / .Aw" • I ' MASONRY GARAGE DOOR JAMB DETAIL SCALE: N.T.S, I 3/140 K I �Y4" - A-ft oF.! S (Taal E5uy.Ko ,II-- "tYP I "`°� 1 /4 Et'18E DME 'T' r r. ,- • GI LU E. A,LGK� & rMtl • gEFoeE FAST&J i del To PT. BucKermIP t�i ASp�1�Y • riASo+4ey M l o. ' cam`' 46PQ �c,K5r�.IP Jowl FluF-z Pi ELLS OF 6Lr..0 .r iP UST &E 24" oat Lor t ER CAULK Ga FA'I BUCKSTRIP INSTALLATION DETAIL -_____ s I M Pao �j ''0( Cv� W/ E/60, o oocr ALIcAJ OQ w / to'' e,t-4&ED't~ L& bEl-ow (-TYR) EAC.4i Sl L E.xrE.QIoR F 101 S 0 Y E..a A..Yw000 (3) 2''x — i4plB I11A - C Z STOP Z')K 8" PT WOW JbH& FRAME GARAGE DOOR JAMB DETAIL -_SCALE N.T.S.. b 02 I Co"G, C, . r�1_EpTb e $''O.C. FRAME DOORATTACNMENTDETAIL SCALE N.T.S .. „„� IL- vV&% .L- I %All j poNv WWI & O SCf2.w15 SI M ( 8-rmw- wrlo Pow ) t . �1G rC �rrz� P t•.1Al t...�ED To aZLaM I t-4 W1 IOd 0Al L.S a O.C. FRAME WINDOW ATTACHMENT DETAIL.. 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M aplahp mwt be o" aad x pm Mmenry eFea" sires mkd mmW 1't#kk geswte VWM wed buck sdipL Wed 1qm opet 4 p ate r I r d 1 wkh the dry„aN by d is dte wbdow frame. ilawa -8loewy weed Nave Mneary wrN 25 373/4x63 361Mx621/4 SOS11e 613/4x61 601/4z601/4 t♦atl� `� ` ^��` �: fllt�t79ti/4 33 53 7A x383/8 52 3A x 37 SA 6028 73 3/4 x 25 721/4 x 241/4 35e 537Ax63 523M-X.QV4 Me 733/4x49 721/4x481/4 w Imax Aso ' 3 ' #0- 731/4*e0404 42 747/8 x 26 73 3A x 251/4 We 73 3/4 x 73 721/4 x 121/4 410 NNW" I.:" 44e 741Ax305A 733Jix07A Name ownry ward 46e 747/103 733/8x721/4 f0304 733/4x37 721/4x361/4 ' Naase Mawarp wrad 1OW�3 73 n t/�! Mt 118 Vk:n M //4x-24 W4 2030 253/4x37 241/4x36U4 7030.3 85314x37 541/4x361/4 an, - 2~:". 3020 37 314 x 25 361M x 241M 7850-3 85 3/4 x61 841/4 x 601/4 3fM 31r1NM4G3i Oil" *V4**, i4 3840 373/4x49 361Mx40U4 W8-3 973/4x37 %1/4x361/4 Bw* iIF'YMItf48 '*v*A4w1M 4020 493M025 491Mx241/4 Wf-3e 97314x61 %1/4x60114 ow own witu 4048e 49304x49 481MON1/4 MI-ie 1093/4x37 1081/4x361/4 ! 1R1/4tr48.4M 4M 03/403 461/4021/4 90S0.3e 1093/4x61 1081/4x601/4 SM 613/4x37 661/4061/4 aaQaauwrr 4m �-: L jo im aeaara,a,aeuae t { ei.+r.r.N srrweetaa,as aa.uv,ts.xa x+s.a�c .ws taxu,eai e-Mastsereaosewgtastatpdteateat Doer set meet opus "bwow in 9000 and 975 Sevier. REVISIONS NO DATE DESCRIPTION u � C C .� y as N � C s a c Q� L w c sr a ea 0 � a 0) N t � L O to 0 �" = fl QLo' �0D N BMW U(N ul co B o a cv �o=•- n. M V 20 E Q co rrO^ c 6 to 0) V! a -0 p cowLOU toJLL � ui a I o`er c., to 'F- U G E cm q s w E v-- U O 3a g OLy0a�2., -0p3M-5Q>w c>.-� c o �cE0 t E a.-- c 0 �o p mm N N L ccf O Q) N O U >3 = ctf M U cL O _O cc CD tip s � .� = t` to A-cn C L m e- ~ �- L H� UN N iz=il ui uj cl D D T. a: CD JOB NO. MASTER DATE JANUARY 1, 2018 DRAWN BY Daniel M. Ossman SCALE: N.T.S. SCALE: N.T.S. SHEET NO. S-4. High Strength Precast and Prestressed Lintels U UNTUSUNTMA noon FOUR • tlrrtei Legend - Window L kftk Undorm Safe Load Per Lineal Foot DESCRIPTION DESCRIPTION UNFILLED' FILLED" L-1 2-10" (34') U Lintels 2025 bs. 5314 lbs. L-2 T-6" (42") U Untels 1950 lbs. 5120 lbs. L-3 4'-0" (48") U Lintels 1875lbs. 6408lbs. L-4 4'-6" (541 U Lintels 1860lbs. 4815lbs. L-5 5'-4" (641 U Lintels 1575 lbs. 3744 lbs. L-6 5-1(r (7(") U Lintels 1575 lbs. 37" lbs. L-7 6'-6" (78") U Lintels 1565 lbs. 3260 lbs. L-1 r-6" (90") U Lintels 1 W lbs. 2887 bs. L-9 9'-4" (1121 U Lintels 1025 lbs. 1747 lbs. L-10 10'-6" (126) U Lintels 922 lbs. 1333 lbs. • DOOR HEADERS AND EXTRA WIDE OPENINGS DESCRIPTION L-11 4'-0" (481 Recessed 7-6" or 2'-8" Door 1875 lbs. 6408 lbs. L-12 4'-6" (54") Recessed T-0" Door 1860 lbs. 4815 lbs. L-13 5'-4" (641 Recessed 4'-0" Door 1575 lbs. 3744 lbs. L-14 6'-6" (781 Recessed 5'-0" Door 1565 lbs. 3260 lbs. L-15 7-6" (901 Recessed 6'-0" Door 1550 lbs. 2887 lbs. L-16 9'-4" (112") Recessed 8'-0" Garage Door 1025 lbs. 1747 lbs. L-17 11'-4" (136) 800 lbs. 1483 lbs. L-18 12'-0" (144-) 750 lbs. 1304 lbs. L-19 13'-4" L-20 14'-0" (168 585 lbs. 909 lbs. L-21 14'-8" (176") Prestressed 387 lbs. 911 lbs. L-22 15'-4" (184") Prestressed 387 lbs. 911 lbs. L-23 17'-4" (208") Prestressed 387 lbs. 911 lbs. L-24 19,40 (237) Prestressed 289 lbs. 823 lbs. L-25 21'-4" (256) Prestressed 293 lbs. 879 lbs. L-26 22'-0" (264") Prestressed 279 lbs. 857 lbs. L-27 24'-0" (288) Prestressed 226 lbs. 716 lbs. 'Uniform safe loads based on tests by independent testing laboratories Without additional steel or concrete added to lintels. "Acting as a composite beam with an 8" perimeter beam -one #5 bar in the Intel, one #5 bar in the beam. All the above lintels exceed the regUrements of all applicable building codes. Notch lintel where required for concrete placement Knock -out block w/ (1) #5 rebar •. STD 90 degree hook i EXISTING CONC.-FILLED TIE BEAM (TOP OF MASONRY) - MIN. --- - ---- - - __ -- - 4�: - __ EXISI. STRUCTURE NEW ADDITION NEW CONC.-FILLED TIE BEAM (TOP OF MASONRY) —DOWEL INTO EXIST. TOP TIE BEAM MIN. 8" & SET IN EPDXY GROUT. NOTE: PRIOR 10 INSTALLING EPDXY GROUT, RE SURE TO COMPI F TFLY CLEAN ALL DUST AND RESIDUE I RUM DRILLED HOLLY — MIN. 16" LONG #5 REBAR DOWEL MIN. 8" INTO EXIST. & NEW WALLS -SET INTO EPDXY GROUT -MIN. (2) EQUALLY SPACED VERT. LOCA [IONS IN 8' HIGH WALL (3) LOCATIONS IN 10' WALLS. — (2) 16" LONG #5 RLBAR DOWEL MIN. 8" INTO EXIST. AND NLW CONC. FOOTINGS. SET IN EPDXY GROUT. NOTE: FOOTINGS SHOWN AS PLRPLNDICULAR TO WALL FOR CLARITY ROOF & ROOF STRUCTURE NOT INDICATED FOR CLARITY EXIST. CONC. FILLED TIE BEAM DOWEL INTO EXIST. FOP FIE BEAM MIN_ 6" SET IN EPDXY GROUT CORNER CELL EXIST. MASONRY WALL IS FILLED CELL W/ (1) # 5 VERT. FILL END CFL L SOLID W/ CON(.. W/ (1) #5 CONT. VERT. / / CONT. p 5 0 TOP TIE BM. SET IN CONC_ LAPSPLICES MIN. 16" LONG, #5 REBAR-- DOWL L 8" INTO E XIS I ING AND NEW WALL S -SET !N EPDXY �jp GROUT 5�� Z9 r �i J � / J � I / JJ/ (2) #5's 0 NEW FOOTER TO BE DOWELED INTO EXISTING FOOTING MIN. 8"- SET IN EPDXY GROUT c� c \\ MASONRY TO MASONRY TIE - IN DETAIL Precast cone w/ (1 rebar Pre( sill Scale: N.T.S. See window attachment detail Alum single hung window Marble sill TYPICAL SECTION THRU WINDOW Precast lintel filled w/ (1) #5 cont. in openings greater than 6' - 0" Scale: N.T.S. wide and as noted on plans. See note #4 Filled cell w / (1) #5 vertical. See foundation plan for location NOTES: 1. Fill lintel and cells above lintel. 2. Verify that all reinforcement has been placed properly. 3. See floor plan and foundation plan for additional information. 4. Openings less than or equal to 6' - 0" in width do not require additional steel reinforcement unless otherwise noted on floor plan. LINTEL ASSEMBLY Scale: N.T.S. 30" long #5 rebar epoxied into concrete 3/4" dia. x 6» (min). hole drilled into the existing concrete slab and set in Simpson epoxy #5 rebar w/ 25" lap splice Hardened concrete #5 REBAR RETROFIT DETAIL Scale: N.T.S. See elevations for finish roofing material Metal drip edge 1 x _ fascia board Cont. vented alum soffit 8" x 8" x 16" tie beam w/ (1) #5 cont. rebar. All lap splices to be a min. 25" -- R - 38 attic insulation 5/8" drywall if roof structure is 24" o.c. or 1 /2" drywall if roof structure is 16" O.C. See connection schedule for roof structure connection to exterior concrete block wall See elevations for 1 /2" drywall over, P.T. furring strips exterior finish - .s over 8 x 8 x 16 concrete block w/ R - 4.2 insulation s, 4" x 4" inspection port @ each filled cell Indicates 1 - #5 vert rebar in a conc. masonry block cell filled and tamped solid with conc., hooked into the bond beam above and the conc. slab 1 ftg. below with a 25" min. lap splice Grade NOTE: All footings must be a min. 12" below finish grade TYPICAL WALL SECTION Scale: N.T.S. See foundation plan for footing size r and slab information REVISIONS NO DATE DESCRIPTION V Q Z _ L. Q1 .m >r '� I=. L c i M = C u 45 O i Q 'Q L" y � R u ea Gi i• E y u A V Q m � s � L O 0 _C O 5, m 0 ' —a Q%-o'v mao Cc LU U N °.LO C�� Edo C m C co 'a CD 62W EQM �� 8 M M Vrn� Cam_" U_ _J N O Q �M Q -O U E _�_-o2? E U O mL m �C) 3 >1P _o>Q� L r Q._ O O O U N .�'. 0 O m N U = C") m O L > 00 M~ U LL N mw,� rnsvi c O Cam- cF-r- o 1--�i U co Q m N a- C) W I- W � J Q Q � F_ F-- CU U v I JOB NO. Master DATE January 1=Ossman 2018 DRAWN 16 Daniel M. SHEET NO. S-5 "L" BRACING REQUIREMENTS STUD NO (1) 2' X 4" (2) 2" X 4" (2) 2" X 6" SPACING "L" BRACING "L" BRACING "L" BRACING "L" BRACING 16" 0'-0"-4'-5" 1 4'-5"-t'-0" V-ON- 12"-0" 12'-0"- 16'-O" 24" 0'-0"-4'-0" I 4'-0"-T-v T-V- 10-0" Scissor Gable - (1) 2" x 8" #2 S.P.F. @ Each Vertical and (2) 2" x 8" Full Height @ Diaphragm Blocking 1. "L Bracing must extend at lent 90% of web Ic%* except, scissor gable which requires brace to extend full height of gable. 2. %" Bracing to be fimuned to gable stud with I Od x 3" nails ® 4" o.c. ,Z!lx4'' LT-,' 5L4y-.-,K1 J, 1z11X 40E5LCide, 45110.6. od L,se4 oz,. c-rrP> 4a-F1_r1zLj55 wE8 s Fig R.d. Fez UXAMOtl TYPICAL. GABLE, END BRACING DETAIL -�� PWViPE 1.5MI4. P G�� n'�lcP7 1 1_ rr,rl w 1z• SINGLE "L" BRACING DETAIL SCALE: N.T.S. 211 x 4" "-r" 13LOC-41 ki/I 2.'1X 41 6LOC.I41d. 6 48'10.C. d L" &OE n.-rr,6,CJ ED w� 1 O d v-W LS d 440 O. G. (,4p.) =4AAL IT055 WEZ:o i OTM 501 �,� "'% C 45 coot, DOUBLE- "L" BRACING DETAIL mmmmmmmmz�m"m� SCALLE: H T.S. r_1 '.. .i+c."% r17 .0. is r _fr'7. Icy SEE ruD00 ML J FOQ Locpino�.l VAULTED GABLE ELEVATION SCALE N.T.S. SCALE: N.T.S. REVISIONS NO. DATE DESCRIPTION C p c � u a � s. at •� N C C t% 000 o .a L a 00 M O C u C 00 • `� a o C O. •� �N +- O o� Ci -a q? OD N M M W U N a�W� 'm0o N N C U t� (D N yLL a C 0) 0 E m��� :� E � UOEm om U ���� Eo E a'� C O 0 0 00 O A 4)� to O �• L= > O ao U� -C �i- LD4 I,- m.CU) C C N C 'C T_ �- r- O PO UN a=Na. w � Q w � 0 aC d °C D V V D D c ~ F CIO JOB NO. MASTER DATE JANUARY 1. 2018 DRAWN BY Daniel M. Ossman SHEET NO. S-6 3 toy a G.ToP coev ek.oc.K,L. FOB. FI 0ST' rCLJ 2 Pov4s o f 0SSES 2 - voJ -roe.. I L.S @ . Ed p 4elx 4'I Cec6S Fas E� G E�c� col I.kt- *"e/4 - i6J x 3" EF IaEEMP 1I.. '' O j Tt)p aL00(4 4 Ep W110AX o.C. 5j/g't oe V'CFjuL DENSE. 6f5Ljr4 VVALL- 06Agp /8d cfqo� QW L-5 o e r All 1 ppWN'L- scfecws Irocz A g _ O,I � eilp V-JALIa4 110.c,. 3Co, 0, 6. 2' x 4'' doe FI rsr a'- V✓/2-1Lod-roEy I of FJp IL.S d Erg, 19 5IrlF,50 "010" 01Z EQUAL Ga Ez.. aff i-oo v--E2 �''x 4'' o Lrmoo OGEE 6 2 4-'I O.C. SEE ELEVATIONS FOR ADDL INFO ON EXTERIOR FINISH L" beaGEl To ExTcop br. L.-Fly-r 410 j'o (0F wlEg Ly- 1J TO (5 U.. lm5LL) 20ox(o" F71-- sIL1- rlo I s'(U eE fs &oZ! m USP "L_F'Tt' G 4'-O`o,G. 51X $' x 140" U - &LOCX `^/ 1- *5 M W. 250 L.&P SRjc-E I 1' pr,d,, AIJ „ 9o�T E; 2 o- c. M I , cv FCZcorl R-4T- SFL_1c.E.S 3�1�0�' V�/bKS�4 EgS SECTION - TYPICAL GABLE END BRACING DETAIL I - M ,,%'' o.c, -Tap Coep gL.c.Krr�C, Fco1r FI OEM FUUF- ecwS OP 17ZLJ55E 5 `^/ 2 - 16d TOE. WW L�s e A. E�l p 2.",x 4" C.Z055 PAGE G Q1 pk-E •. •. FASTEI-W e° r" E"l� JolO W14- IOJ)K 3 Fla - QobF w Z'',c 4" T" Od TOP of PLOEl. 5LOCYl d �,r'-rW Ep w/lod x 4 0. C. . 5/S'' ov- %Z" Guuj,� G CYPsU rl WALL FASTWED `'`'/ 89i �tb1 LS oe l 14 5CiZEWs Fog F I e WP waLl. e 4" o, C, 3c." 04, z',< 4'' r?aJEL_ I � F00 F1QST $ -o OF'EAJ D WALL. wl 2 - Ind Tor. dw L 5 G e,. E-lp SCALE: N.T.S. S1MP5ofJ '' 0IO" OF. EQuiAL 6 EA. oLri"LOO KEG. 2'' 4" o L1TLoo KE.v 24" SEE ELEVATIONS FOR ADDL INFO ON EXTERIOR FINISH ,V, 60W.'ExTEjjp> tT L EABTT `� o 20 OF WiE5 L-61 . T`a �S EF- -TALE) zIx (,pI P. T: sI L.L Mo1M2E EaNM Eg u5F '' LF`rA" LE 41- o'I o,C , vafKE u w w/ 3 - Alf- 5 CANT" w/ sT Eow "', S.,.I..1 w-U P5 z G +" 61'c . L_ If2" b.. 61.4ov- �oL_T o 32"CO.C.M10.col''MOM F TE- SPL WASH EJZS eo yip f3Em /I - At5 co�T SECTION - .TYPICAL RAKE BEAM AT VAULTED GABLE ELEVATI SCALE N.T.S. SECTION CTION usP ''LM'641_011 o, C , o2 EQU u, a'' x all x I Co" U . & UXK `�`r� I - *5 COOT ¢ ULP Soup `All & M I n1. 25 L&F 5PuCf. SCALE: N.T.S. ToF,d&1 L ``l2 - 1G d db',-1L.S lod x 3" o, c. C (-.1 o. C, (TrP. ) zox 4" 0LtTL:)0KEJ2r5 e 24" o. C. w/ 2. - rod I-W L 5 Fm J ol�ji' MIS. 2'I X 4-" eU 0 d WS - DROP GABLE END DETAIL UsP If Lm if d 41- oil 0, C. oe ejQUa.1 2-sk5 codr- &, TOP I - 45 C. 51,0-rToM SmAe4uzw 1 L 61-1 UPS e 24 O Z . 1,511 Clew 1. Sri aw SCALE: N.T.S. SCALE: N T.S, REVISIONS NO. DAT DESCRIPTION u e L M C C v A ac o 0 0 rA o� .r C .03 C l0 M W V N OLO a c0—'ate Q? V U u E Q M -0 C v U � y d v� c„ i is a o 0JtL 4? tU `o c to a. ;- crs E C -w L7 E M 'a 3 c > a > cfl Ua.�c.. co� r c o Emae20O =O o�Q U� �!? N= c p •� O > N i co -6 N LL F— N 1. NCO c �.E��~" C C �o �N 3.icq a U) a: ,J W l<C � � Q uj � Q Q a: D � V D D JOB NO. MASTER DATE JANUARY 1, 2018 DRAWN BY Daniel M. Ossman SHEET NO. S-7 APPLICATION INSTRUCTIONS Tlinbufte Srartes shhVies coma 3r (914mm) e• (203nsn) - s- (222Man) In *Ww 36" (914umm) or 36-15116" (936mm) lengths, depending on ) shingiiii . Application in�UG- r--,z 1rr (31&wr( 15•(3a1mm Itlorm apply both.m.m,(om)-1-1t3— 1r These shingles must be nailed a {30"""')) —� sa seal nominal 5-5/8" (143mm) from bottom s,NMI ; 3r"", ! of shMgles, as shown, to allow for and ww�+ I I F F°A s"* and ssoegh penistrwdon through the double ply bath brow bon � area just above the tabs. Nads should I F remain unexposed SWKWd N1061 Peals - sour neat par >r*V* cutlets six Na poem Line GENERAL INSTRUCTIONS • ROOF DECKS: For use on new or reroofing work over well -seasoned supported wood deck. before sea ling or are not exposed to adequate surface temperatures, or if the self -sealant gets tic tdy-constructed vrilh maxirre)m 6" (152mm) wide krrroer, having adequate nail-ItoWirq dirty. the sttrrtgles may never seal. Failure to seal under these circ[ rrmances results from the 7As tty and smooth surface. Plywood d�k�nq as rtx:ornrnended by The E Wood mature of self sealt'rtg shingles and is not a ►r artufactu i defect To insure immediate sealing is acceptable. Plywooxl decks for Class A installatiats must 6e 3/8' (i�thick o aly 4 quarter-sizedblebs of stiv tab adhesive on the back d the shit�e 1' (25mm) and 13'to insulation ( irh) in from each side and 1 (25mm) up from bottom of the shingle. The shingle rrirst be ulated deck unless attttofized in writing by GAF Materials Coporatian. Roof decks and pressed firmly into the adhesive. elk�irtq surf material must be dry prior to applkian of shingles. NOTE: Application of excess tab adhesive can cause blistering of the shingle. • ��NT: Underpayment beneath has mail beftefits. including pr in+rgg For maximum wind resistanrx rakes, cement shingles to undertayment and �1 other in wind driver rain from u+g the Iutelor tt the and sap m some woad a r (102mm) width of asprhalt p c roof cement. dedting from reacting wi h asphalt shingles. Under is atso� by many code bod- NOTE: The film on the bade of each shingle are to prevent sticking together of the shams ies. Cow your local department for its regt�err►erts. Where an urnderiayment is to while in tits bunde� re noval is NOT requrcd be installed, a breather -type leutorx`ay!rnent such as GAFnAC`S Stttrtgle-[Nate"uxierlayn,errt 1S fee- • CANAou►M cot.0 wFwTtiEit APPLJC/RK23.5 M90 mandates that Shlxn- on[mended. must be installed flat, without wrinkles. gles appnNed between September i and 30 shall be adhered with a compatible field -applied • FASTENER& of nails i5 recommended. (Staple specifications and application adhe5tYe. Sgee Wit RCSIStant f0f GAF �Is Corporations recommendations for the appli- instructions are available from GAF (Materials Corporation, Contractor Services D.t.. 1361 cation of that adhesive. Alps Road, Wayne, NJ 07470.) Use only zinc coated steel or akmm irn, 10 , • MANSARD AND STEEP SLOPE APPLICATIONS: For roof slopes greater than 21' bars, deformed or smooth shank roofing nails with heads 31W (1 Omm) to 7116" (1�) (175(irri /m) per foot (do NOT use on vertical side walls), shingle �mrrst be enhariced by in diarmeter. Fast s y long enough to penetrate at least 3/4' (19rrin) into wood hand sealing. After fastening the shnhgle in dace apply 4 quarter -sized of shingle tab adhhe- decks 40r.'thtr the decks. Fasteners must be driven flush with the surface sive as indicated in Wind Resistant above.' shingle must be pressed firmly into the adhesive. of the Over tirn+irg will damage the shingle. Raised fasteners will interfere with the - EXPOSURE: 5" {127mm) so>aiirt For nofmah installation, far fasteners must be installed per shingle, • THROUGH VENTILATION: AN roof structures musts be provided with through ventilation to a rnotnitel 5-5 ' (43mm) up from the bottom of the shingle, to penetrate both layers of erhtrapnruent d moishre laden air behind roof sheaffiW9. Ventilation provisions must at the Fasteners must be installed approximately 1"- 1 112' (25-36rrxm) and meet o exceed c11rn rt F.H.A., N.U.O. or local code minimum requiremants. 11-1 /2' l -1 /2" (292-31 &rift) from each side. • NON -CORRODING METAL DROP EDGES: Recommended a" rake and eave edges on • WOO RESISTANT: These shingles have a special thetmal seaiatt drat firmly bonds the all decks, decks. after application when exposed to suit and warm temperatures. Shin�tjes • ASPWIL CEMENT: For use as shingle tab adhesive. Must conform to ASTM in all or Winter may not seal trail the Waing Spring. If shingles are damaged by winds D4586 Type I or hl. 1 thIMMM YTINInt: Standard Slope-Q12 (333nmVm) or more App0catim d w derh ynnen - Cover deck with one of installed without wrinkles. Use only =' nark to hhold urhderlay�in place�fnvered by shames rA �iicad rf d save nstall save flashing such as GAF Mal afs Corporation Weather ate h' or StormGuard" L Barrier in localkies where leaks may be caused water backirnhgg up behind ice or debris darns. Eave flashing must overhang the roof edge by (10rrir►) arid extend 24' (610fmm) beyond the inside wall line. 4" (102mm�� Deck 12• (305rnm) waach r watch' mininern Slope. _ or 3*orm rd' For tower slopes. see Box 19. Sri.:;;_ teak Barrier. AN aheefa are 33" (914mm) wide s-fvede-r,• Ong ram. piece V-P=1104P. 34r Roof overhang 2• (51mm) side Lap 4" (102mm) Fled tap Along eaves put wldaMyment on top of mefaf drip edge. Underlaynmit: low Slope 2112-4/12 (167mm-333mrn/m) 0,111111111 Iipplica l-M of attderfaynlsnt and on ftmhi 4F Cot�ver letely cothe deck with two layers of as shown. Use only enough ►►tads to hold trberlayment in place until covered by s blind nailing for eave fla At eaves and where ice harts can be expected, use one layer of GAF Materials Carporatio n5 Watche or StormGuard' Leak Barrier. Eave flashing must overhang the roof edge by 318' (10mm) and extend 24' (610mrm) bays the inside wall line. Where ice dams or delis dams are riot expected, install 2 plies of Shingle -Mae" u nderlaymerit- Low slope Weather VAACW (51 mm to 102mm) r siOrmarde 12' (305rnm) ''%"� ":--r�;�% � Leak BartieCwr. � shoots ~ 14mm) Lap fit- � ) rovide double coverage 3V (10rnm) Roof overhang Eaves drip edge ZStarter course Apply as shwrvn. Start Meow rake and I" in eaher WeWon undolefferit ,c.,.. ..tee For maximum wind reuristatice along rakes. cemen shingles OP17'P1 tam sliir�e 318" (1Omm) to undodayment and each Gp.,� over save end rake ed4es ottw in a 4" (102mm) width $V'- to provide drip edge of asphalt plastic roof cement. , �r ,' Trim tabs off all starter course shingles, When place and neil Trim S-(152mm) es shown. 3" to 4' (76nm to 102mm) from save from end of first shingle 3First Course Start and continue with full shingles laid flush with the starter course. Shingles may be laid from left to right or right to left. DO NOT lay shingles strakp up the roof since this procedure can cause an incorrect coke blend on the roof and may damage the shingles. >er dWR i4waes�ra aerteaMrarl.a �cF`Corsintle win wWob stvnoes Sien r at caecae wad, who e 5danpla pboed 3B" (lomm) over rove and rs wipes ro provide drip edge 4 Second Course Start and continue second course as shown. Trim 6" (152mm) frorn the end of the shingle. Position the shingles in the second and courses flush with the tops of the wide cutouts. This results in a 5" (127mm) exposure.Co re with full width shingles across the roof. Strike a chalk kne abet every 6 courses to check parallel aligniThert with eaves. NOTE: Shingles may be laid from either left or right hand side. Start at either rake edge with having 6' (152mm) trimmed from rake_ Trion Shingle s tr(152mm) 6 Third Cowse Trim 17" (279mm) from the first shingle in the course then continue with full shingles across the rod. • s Trimmed Shingles First Course Fug Shingle 6 Fourth Course and RemaiMng Courses Trim 17" (432 mm) from first shingle in the course, theft continue with hdl shingles across the roof. Fifth and subsequent courses repeat hull shingle instructions from Step 3. Filth Course Full Shingle Third Course do�'~• Fourth Course .0 �♦ - . ♦ ` Second Course First Course %, %�. Fug Sliingpe Trimmed Stanglles 7 Hip and Rfige For single layer application, use hip and ridge shingles and apply as shown. To enhance appearance, use GAF TiMBERTEX' or a double layer application of Universal Hip & Ridge. (One bundle of TIMBERTEX' Hip & Ridge lovers 20 lineal ft.-6.1 meters.) For double application, start with triple thickness of precut Hip & Ridge shingles and continue remainder with double thickness. Fasten in same manner as single application shown. Apply laps away from prevailing wind direction. Bend Hip & Ridge M" TROVIERTEXs from botiorn arid Nail 9- (229nim) ear , from bodorn and R if old =arigles are to rah in place, nail dorm or cut away all loose, ailed or lifted shin - replace with new: andjust beforeNesuffi==0 e new roofing, sweep the surface dean of all loose debris. Since show thebe sure the ppurss a Faaefiers must perte�ate the�decic 3/4' (1911rrh) or just ptywwootl. Follow fuller shore ih5tructi)ofhs for Mote. can over wood shingles when precautions hahfe��takerh to provide an acceptablesmooth surface. This includes oAting back old shingles at eaves and rakes and installing new wood strips as needed. Matte surface smooth and use beveled wood strips if necessary. install # urn to maintain Class A rating. This product is sold with an express LIMITED WARRANTY only. A copy of the LIMITED WARRANTY sM" its lemts and mWiolicns is printed on ere prodtht wrapper or may be obtarted from On awbutor of this product or didwetly from GAF Mods Corporation. Any demon from printed vWstrucwm shall be the respo r"q of apphcatorand/or specifier. Precautionary Notes Tw btrNrfe• Series shingles are fiberglass, self -se" asphalt shingles. Because of the natural dlaraoxerist q of the twP c ari'tlryry watihwoollim materm used, these shingles will be sfi f in cold weather and flexible in hot weetf 1. Bundles should. not be dropped on edge nor should attempt be made to separate shingles by breeking" over ridge or ottw bundles. 2. Mande carefhrlty. Shingles, can easdy be broken in cold weather or their edges damaged in hot weather. 3. AN exposed materials must be of Class A type. 4. Storage should be in a covered, ventilated area —maxim rn terrtperature 1101 (43•C.) Store on flat surface and use weight equalization boards if pellets are to be double stacked. Shingles must be protected from weather when stored at job site. Do not store new steam s radiators, etc., or in sunlit�htt. AN roiled must be stored on ends. 5. hf tgles are to be applied dtrlrug PROLONGED COLD periods or in areas where airborne dust or sand can be expected loaf sealing occurs, the shingles MUST be hate! sealed. See Wind Resistant instructions. 8 WaN Flashing (Sloped Roof to Verucsl Waft) s+teee" --o— sidino 5- (127mm) Mh,. Mew Fiediing (Mager! 10 ale deck, not to veracat side wag) IL7- 9 chimney Flashing x��w�°o Not NON cement Roofing Cement Shingle Roof Dade criclat an high aide of Non•sarrsdlrp amw chime" ookakler4halkine to ...- •� bow down own loses peW boas 11Whirlp. ttrstiinp m ens pleas sap for eech course. Caemnt in pleas and naa wen 2 ne1s. Bond ww"vi; onrushes in asphalt _ 1 PlaiMlc owrrrs of Valley Construction -Closed Cut -711 I♦ ft 49 77 Valley Construction -open 9!�) now 24 sari t rile 4'( inder eMualss at se ;w1l r rM lom ms r Wseowwodror esrm0uwd•W.aeka slier 5-{� ) 1lMMI ��ia.�i 011Lar' El :fin asisoe inVow Speeds Ire' (1Wwnhr,) pw took Wsev eaves ROOF DIAPHRAM NAILING SCHEDULE 5' F------------------ - - - - -� ) L——————————————————— — — — — -J RIDGE 2� I i_ r----------k 2 _------------) I % • I ------ 3� i T 3., — — — — —— tz 3 z ROOF EDGE t i R803.2.3.13heathing fastenings. Wood structural panel sheathing shall be fastened to roof framing with RSRS-01 (2 3/8" x 0.113") nails at 6 inches (152 mm) on center at edges and 6 inches (152 mm) on center at intermediate framing, unless roof diaphragm design requires a closer spacing. RSRS-01 is ring shank roof sheathing nail meeting the specifications in ASTM F1667. Where roof framing with a speck gravity, 0.42 5 G < 0.49 is used, spacing of ring -shank fasteners shall be 4 inches on center in nailing zone 3 in accordance with Figure R803.2.3.1 where Vult is 165 mph or greater. Excep►dons: '!.Where roof framing with a specific gravity, 0.42 5 G < 0.49 is used, spacing of ring - shank fasteners shall be permitted at 12 inches (305 mm) on center at intermediate framing in nailing zone 1 for any Vult and in nailing zone 2 for Vult less than or equal to 140 mph in accordance with Figure R803.2.3.1. 2.Where roof framing with a specific gravity, G = 0.49 is used, spacing of ring -shank fasteners shall be permitted at 12 inches (305 mm) on center at intermediate framing in nailing zone 1 for any Vult and in nailing zone 2 for Vult less than or equal to 150 mph in accordance with Figure R803.2.3.1. 3.Where roof framing with a specific gravity, G = 0.49 is used, 8d common or 8d hot - dipped galvanized box nails at 6 inches (152 mm) on center at edges and 6 inches (152 mm) on center at intermediate framing shall be permitted for Vult less than or equal to 130 mph in accordance with Figure R803.2.3.1. REVISIONS NO DATE DESCRIPTION ci c r, L t70 8 0 � i• a O z�„ M C C u Q o C4 w fr O ea � .°: A a C r aa) �-- O o7 y00 N M e) W U N 0arW0 ��� c M o(oa�coMfj' E¢ .fl o > !� O (D cis M -55 -0 2 , O v J O tl 0y 4) it m °dCL )Mco E c'La"o.S � U o (D E co o� tJ�EWC) C i✓ m Drop Mknp v� �cfl cor CD coo - O ` > u1) 00 o F-O UN CL C,40- a: CD � J - �-- U a J � Q Q a: Cr D D F- 0 0 D M a: F— F— U) JOB NO. MASTER DATE JANUARY 1, 2018 DRAWN BY Daniel M. Ossman