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HomeMy WebLinkAbout5010 9th Stq 4 41 %. LEGAL DESCRIP77ON.• L 0 TS 7 & 8, BLOCK 212, A MAP OF THE TOWN OF ZEPHYRHILLS, , ACCORDING TO THE MAP OR PLA T THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FL ORIDA. CER77RED TO.• STARR MOTOR SPORTS N07F• ALL 7RESS ARE MEASURED IN INCHES ELEVA7101VS ARE BASED ON NGS BENCHMARK B 663', ELEVA71ION 88.36 (NAW86). BEARINGS ARE BASED ON THE NOR7HEAVERLY R/W LINE OF 9th S7REET AS, "N.25M 00'W. , ASSUMED. BOUNDARY, TOPOGR4PHIC& TREESURVEY SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EA S T PA SCO COUNTY, FL ORI DA Nx t N DI rA.cj Ep 4VAVEL oV- 00C,�� A �,x \ �� N• $~ LOT 8 o"y �' 4 1$ $ F.I.R. 78M#i .\ tit 0 15 0 P. \ SET NA ELEV= 0 2.26 # x 41 1. R. 518" a w ,dip LOT 7 8 PALM °�' LA s s o- 15 OAK 32 OAK $`L ZZ� BOXY ° O a. $tit 12 OAK 14 OAK 2 0 7 CHERRY LAUREL x?. x $ 28 11 OAK O o� �`� �.� $,�rL • CFI x � t 91 7-4 ' W I DE Cc� t—IG TWIN 15 OAK x,� 1340 (Pl p2 1ti/EvVI�`( 51 MU&xK ° $ 5a V� R. I PLO �•.I LOT 6 g �o $ 0• F.1.R. � �Z�\\� 112- ISM,f2 \ SET NAIL \ R ELEV= \ x $~ 81.78 \ a, eJ \ b F.CM. 4 x4' DA VZD L. SMITH SURVEYM AND MAPPING, INC. 1406 W. LINERAUGH AVE. Tampa, c7. JJ612 Phone (81.3) 935-1950 Fox (813) 933-9446 Certificote of Authorization L.B. #6962" SURVEYOR'S CER77nCA7F l hereby toffy that the surrey reprseehfed hereon meets tins rsqubemehts of Roddo AdmhJsbadvw code Purmtant to Chapter 5, ..O;W 1.o52 or the Florbo Statutes Unless ft bows the signature and the original raanssd seal of this RaIda licensed avnwyer and mapper tnh drvwbrg, sketch, plat or map Is for hfamatand pupates only and Is not valid. ✓. MsG'AMa fM1A P.SM. 4192 Signature Fred Date: 04110117 1704-003 SCALE 1 " = Z0' 0' 10' 20' 30' I PC :PoUrt of Curvature Pr :Point of 7arhgency PRC :Point of Ravawse Cwwvhse PCC :Paint of Compou►d Curvature AL :Point of h4waectim SIR :Set Capped bon Rod 1/2- 18962 FIR :Found ban Rod FIP :Found k+on fte FCM :Found Concrete Monument S.C.M. :Set Concrete Monument SET DESK :Set P—K Na7 & Disk FND DEC :Found P--K Naa & Disk FM RRS :found RWIrood S ft NCF :No Comer Found or Set AWY PRM :Permanent Reference Monument aim W. as O/N C.L.F. Vmrhsad Wffw : Choh Link Fence In SurVe or'S Notes: aa Point of O.C. :Poht of Commantwo nt Porker—Kdm 1) Property shown hereon appears to be located In Flood Zone X per F.I.R.M. Na 12101C 0456E Doted 9-26-14 Ihis aim :OMcld Records Book surveyor mattes no guarantees as to the accuracy of the above information. Local FEMf.A. agent should be contacted Vr. :Concrete Vafey Gutter for vwrifnaatkn. TERN : Tanporory Benchmark 2) No underground unities underground encroachments or buiding foundations were measured or located as part of :8andunark this survey. Tress and shrubs were not located unless othewlbe shown. PP :Power/UHity Pok 3) lhis suety was conducted without the benefit of an abstract of title; therefore there may be other eassment4 PSM=P'o W d• Mapper rights f way, sefboak Ihes� agreements, rwse►vations, restrictions or other sbnllar matters of public racor4 not shown LB :Licensed Land yor 4) Unless otherwise noted, distances shown hereon refer to plat and field measurements and are measured in U.S feet. AAMA :As their Interests May Appear 5) Rs —use of this survey for purposes other than it was Intended without written verification. wit be the re —ushers sale IMOA :ltb Succon rs And/Or Assigns rids and wftnout llabiity to the surv►yvr. Nothing herein shall be construed to convey any rights or benefits to anyone R.C.A : Rebnfaeod Concrete PO• other than those to whom this survey was orighoNy codified. U.S :United States 12 (P) :Pkrt (0) :Deed (Do-)-De9cr1ption (C) Cotcufotion (F) -F#Wd Measured SEC. :Section TWP. :Township RGE :Range C/L Conterons A/C :Air CorwItioner 0/A :O►omH CONC Concrete A.P.O. : A Part Of COV : Cowered MAS :Magary RES : ReskAwce P.B. : Plot Book AG :Pogo TVP. : Tjpk of W F :wood Fence EL : Elevvtkhn ASPH. : Aaphdt W.C. :Wd"Oss Conner RIV :Right Of Nby ESMT. : Easerment S/1V :Sidewalk G& -Chard sewing COL -Column SO. : Square DIA. :Diameter 7 tV. VI A IJ V �v►1 L V t l L]J t..- Foe mo QE, 10 RD RIGHT SIDE ELEVATION EXTERIOR FIN SH: Hardie board siding, over a water resistive "Tyvek" vapor barrier, over 1/2" cd-x plywood sheathing that is nailed with 10d x / 1/2" nails @ 6" o.c. edges and 12" field, over 2 x 4 exterior wood studs @ 16" o.c. with R - 13 insulation between and finished with 1/2" drywall on the inside. Water resistive barrier in accordance with Section R703.6.3, of the FBC 5th Edition 2014 Residential. LEFT SIDE ELEVATION r-7.F- �- . /r I.r All elevations drawn are for "illustration" purposes only. For "actual" elevation construction, consult construction drawings and structural detaUs for additional information. DE OCATIVE GEH F-dTITIOUS FI150 OVE2 CO►Jr- f oCK STEM v/iN. Lt_ (TYP, ) FRONT ELEVATION, SCALE: Y/4" = 1'- 0" Fiberglass shingles over 15 The felt over 1/2" plywood sheathing or "opt" 7/16" OSB sheathing with roof structure spaced no more than aQ 24" o.c.. Sec roof framing layout and connection schedule for additional information along with elevations for roof slope. L; REAR ELEVATION Main house roof pitch: 6.5 / 12 Front porch roof pitch: 5/12 Main house finish ceiling height: 10' - 0" Front porch finish ceiling height: 8' - 0" All door and window header height to start at: 8' - 0" SCALE: 1/4" = 1' - 0" ALL Wop PRSHALL EVAILING COO COf PLyW17-N FLORIDA BUILDING CODE CrRIC CITY OFZEPH RNILL8 ORDIANO NANCES :R� REVISIONS NO DATE DESCRIPTION V � � O i LSt O 0000 C L* p ee ice, M C a � N Q ".7 o� N M N CO N a 0 qT 0 K ci {� O 0 Cr co O U U N < to O O C7 Uth� p Lu U- N(nc�LO a Ec�a��E s co O TAU NV) CM p �_�..� Eor g U E m u°, (D (n E 5 ` O W z co �O - M car o >, FCO 0 70- °' a>U-� c �c0O I—t� vf'=Na. -t�-+ N qq (D M t� M LL 0. O s N �a JOB NO. 5010 9TH STR DATE APRIL 3, 2017 DRAWN BY Dan%el M. Ossman SCALE: 1/4" = 1' - 0" SCALE: 1/4" = 1' - 0" �W,'lX1111r A-1 I ' REVISIONS NO DATE DESCRIPTION T. [,AEU 5T�g a N V 2. x b P,T. 1�145E M-1 I UK' Will .. .... c) .IT VF-0-1-LP soFFIT TO MArc�J Exl sT SPR qmis 2 P,T, ToP Z" l.- — 2 x4 04t V r7 f, I ! 1TT&CIA 4 x4 P-r, woop PoST To Co ► e- S5 A& w/A SI M P501J dQb44" 01Z TO WOO D (2U K w/A 51 M F,50 .J "e2C.4" SCALE: N.T.S. CRf► 5 T 2 x WOOD -T �� _ I., ooai 2-0 wooD STV-I W4625 STAIRWAY CROSS SECTION. SCALE: N.T.S. SEE, 200X FJ2At- 141 LP.HaL r For. e5E&r,", S i-L E !( CG>' Ij EC_-n OQ 5iriP5oj 11ABLi44" cw0►.j0EC.T10 COtjc Sib SEE- IJ�jDb7l-I0�j PEA �j FO Z A[) C4J L- ,dF0, TYPICAL CROSS SECTION AT COLUMN SCALE: N.T.S. • (Ni For all conc. block stemwalls erected more than 18" in height above grade, must have 1 - #5 vert. rebar in a masonry cell, filled and temped solid with conc. Space all vert rebar no more than 6' - 0" o.c. and at all corners unless otherwise noted. Also include 1 - #5 coot. rebar in the top L' - block of the stemwall tamped and filled solid with conc. For all conc. block stemwalis erected less than 18" in height above grade, all conc. block cells must be filled and tamped solid with conc. 1 4 if 1 a) ' a 1! S�2-3-a (O- EQ, EG?, Eck, EQ. yam W 1 tJ pp W l�. ASS U r�1 E D -- DaOR j I 00 I = 0 Finish floor level to be a min. N 24" above finish grade. N 100 AS5UHED 99 &,! n,ssu M ED D AT '50OWEQ Pour new 4" concrete slab with min. 3,000 p.s.i fibermesh or "opt" 4" conc. slab w/ 6 x 6 x 10 x 10 w.w.m. over 6 mil. vapor barrier over termite treated and compacted clean fill. I � � I �3 I I 8" x 16" conc. ft& w/ e 2 - #5 rebars cent. w/ a S" x 8" x16" conc block i stemwall above 3� 3/4" Recess for all I I doorways )typ). I3 I 11^/ 1 000a K=W10DOW 371-3 to r 3(.0 _ I � � f 24'� 24'� I a'' 2 3 FOUNDATION PLAN SCALE: 1/4" = 1' - 0" V C y C � a� Coe -Za a! C 1 •u •cc tL •i r_ 4) t `' N �o �o0 roC�T� o tr t4 Q M al C M m v = LL L L Z LWu.. CND �� U CL EE :3 -0 U L ca cno m n� o a E �(0 to Q L) CC: M o co � � � Ez Co _ N v ►— , o F- 0 v F- = cv (L f-+ N a� LO co M vl �4-0 Z vJ � O 0. � vs O :L V r z 0 LO 4) a Q m :_: C —J Of Cl- JOB NO. 5010 9TH STREET DATE APRIL 3, 2017 DRAWN BY Daniel M. Ossman SHEET NO. A-2 Window and Door Schedule No. Type Size Notes Door or Window Manufacturer Name 1 Insulated Exterior Door 36" x 80" - Therma - Tru 2 Insulated Exterior French Door 32" x 80" Tempered Glass PGT Industries 3 Single Hung Window SH24 - PGT Industries 4 Hung Window SH26 Fire Egress Window PGT Industries 5 —Single Single Hung Window (2) SH26 Fire Egress Window PGT Industries 6 Single Hung Window SH 1/2 36 Fire Egress Window PGT Industries 7 Interior Hollow Core Door 30" x 80" - N/A 8 Interior Hollow Core Door 32" x 80" - N/A 9 Interior Hollow Core Door 36" x 80" - NIA N e: 1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT". 2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS AS SET FORTH IN FBC 5"' EDITION (2014) 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" (double check) and field verify all existing openings 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. Wall Legend 12cscrilltiion: For all "exterior walls" use 2 x 4 studs � 16" o.c. with minimum R - 13 insulation and 1/2" drywall on the inside. For all "interior walls" use 2 x 4 studs *.. 24" o.c. with 1/2" drywall each side. Note: At all plumbing walls use 2 x 6 studs to allow for ventilation plumbing stacks - ----- Closet maid ventilated shelving. SSgguare Footage Breakdown: 1,236 s/f Heated Living Area 184 s/f Covered Front Porch 12 s/f Covered Rear Entry 17432 s/f Total Square Footage Under Roof 400 s/f Proposed Detached First Floor Garage 400 s/f Proposed Detached Second Floor Heated Living Area Over Garage 800 s/f Total Square Footage Under Roof 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. State of Florida Energy calculation form overrides any insulation R - values shown on plans. Contractor MUST" coordinate and verify with mechanical contractor before the installation of insulation and mechanical equipment. 1 - Simpson "HTT16" tension hold down ties required at the beginning and end of the shearwall segment adjacent to typical required double stud. NOTE: Use 1/2" diameter anchor bolt doweled every 21" o.c. max. and all corners and each side of all door and window opening. NOTE: (MIN. 5" embedment into the slab or top course concrete filled stemwall). DESIGN AND WIND CRITERIA (FBC 5th EDTION 2014 RESIDENTIAL) Address: 5010 9th Street Zephyrhills, Florida 33542 Basic Wind Speed V) 150 mph Building Classification "RISK" Category II Wind Importance Factor (1) 1 Wind Exposure C Internal Pressure Coefficient + / - 0.18 (GCpl) DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT AND CLADDING MATERIALS Table 6 - 3B ASCE 7-02 Doors 41.75 psf Windows 49.25 psf NOTE - THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED TO COMPLY WITH THE FLORIDA BUILDING CODE 5th EDITION 2014 RESIDENTIAL, SECTION R 301.2.(1) WITH A (3 SECOND WIND GUST). 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. Daniel M. Ossman Drafting Service, tnc. "WILL NOT" be held liable for any inaccuracies in dimensions with existing field conditions or other trades on proposed plans. 19] I 9J NOTE:' Main house roof pitch: 6.5 / 12 Front porch roof pitch: 5/12 Main house finish ceiling height: 10' - 0" Front porch finish ceiling height: 8' - 0" All door and window header height to start at: 8' - 0" I2.1- T!s Z)1-0 IOl- ib I I I o gEDeM ¢2 M A 5TE.R 51 o I� II Lam' w — N O O K iTGtJEd � 0 B E..[Z r''i 4 3 LIVI�JC,V,M S 7 -3 _,3 3 r U) COvr. VED o co F20 _ c L S ir..F 0 t► j PeAI L_ I i' --- 4,K 4 P. T. p ooc? PET& I L- 1701Z rIN+' MOIZE- 10PO F5 REVISIONS NO DA-T-F DESCRIPTION v � � C � Q u L ca s. � flQ0 v ^C C •- 8 a. r« '= 24.1. C c Qn y i CJ •Ix c. 0 a) (1) -C a� La N O 00 Q =�cr-ow C c6 It `— CAD 4)�°�� >aimo0,)i-2 cQ .2 ch g Ir O L ui J LL 0 U Q. E �� U-0L cv V p U E' o (_5L a) m -a p 3 Q. o >, -S E o a-00�rn o m a) O o cc cCo O �- Ton a) ID P ►� .rc va C o Q� LO M Z <[ o 0. cr) cr1 CD co Z CL !f) N r-- I 10B NO. 417 13TH STREET DA 1T APRIL 3, 2017 DRAWN BY Daniel M. Ossman V., PROPOSED FLOOR PLAN LAYOUT SCALE: 1 /4" = V - 0" SHEET NCB. A - 3 REVISIO NO I DATE I DESCRIPTION I Framina Layout Notes: Framing layout drawn by Daniel M. Ossman Drafting Service, Inc. is a schematic representation only. It is the responsibility of the General Contractor to make a field inspection to verify "ALL" existing field conditions including accuracy in dimensions with proposed plans. General Contractor "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 trusses that are constructed for said project. Daniel M. Ossman Drafting Service, Inc. "WILL NOT BE HELD LIABLE" for errors made on any framing (fEoor or roof) truss layouts. 2 Upon receiving said plans from the General Contractor— the truss manufacture "MUST" make a their "OWN" field inspection to "DOUBLE CHECK" all existing field conditions, roof slopes, overhangs, and dimensions prior to the manufacturing of any / all trusses. Truss manufacture "MUST" certify (the time and date) that this field inspection was conducted on by their company. This certification must be given to the General Contractor in writing prior to the manufacturing of any / all trusses on said project. 3 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. All 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. 5 Truss design drawings shall be prepared in accordance to and conformance with section R802.1.6.1. 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 1-13). 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 residential code 5th edition (2014) residential. 8 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 5TH EDITION (2014) RESIDENTIAL, SECTION R - 609 FOR CONSTRUCTION METHODS. SEE ADDITIONAL ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN DRAFTING SERVICE AND ARCHITECT WHO SIGNED / SEALED THE PLANS, ASSUMES NO RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW THE BUILDING CODE FOR GABLE END CONSTRUCTION. Connection Schedule Manufacturer Model No. Uplift FI Product Approval Location / Use Name Number Simpson Sp1 #685 FI 10456.11 R3 Bottom plate to wood stud connection. Strong Tie Simpson SP2 #1065 FI 10456.11 R3 Top plate to wood stud connection. Strong Tie Simpson Strong Tie ABU44 #2200 FI 10860.4 R3 4 x 4 bottom post connection to wood post. Simpson BC4 #980 FI 10860 R3 4 x 4 top post connection to wood post. Strong Tie Simpson HUSC210- #3295 FI 10655.25 R3 2 - 2 x 10 wood beam hanger to exterior frame wall Strong Tie 2 of house. Simpson Roof structure connection to exterior frame wall or Strong Tie 1-110 #995 FI 10456.3 R3 wood beam. Simpson MTS20 #1000 FI 10456.8 R3 Alternate - Roof structure connection to exterior Strong Tie frame wall or wood beam. N 1. Any products that are substituted, must "MUST" or "EXCEED" products specified. Contractor "MUST" provide data to building inspector at time of inspection. Only truss company can modify hurricane clips and connections specified and must coordinate with General Contractor with any changes to plans. 2. It's the responsibility of the truss manufacture to coordinate all cathedral ceiling locations with General Contractor before the manufacturing of any floor and / or roof trusses. All ceiling heights are to be a minimum of 10' - 0" unless otherwise specified by General Contractor. Main house roof pitch: 6.5 / 12 Front porch roof pitch: 5 / 12 Main house finish ceiling height: 10'-0" Front porch finish ceiling height: 8' - 0" All door and window header height to start at: 8' - 0" ROOF FRAMING LAYOUT &. Jt -1 n,v 1.J 1 v e 24 1, O. G , (GYP,) PR E- - E t J l I� EE.QE.D tZOo PTQ LJ SS E.,5 E 2.4 110.G. SEE ST2UCTUP.D,L �LAEL-r FOR EApE.e SIZE (TYP.) -2xi0WOOP aEAt- I O YP) � x g- P. T. WCo ;,05T (TyP) V � � � a+ V � � •� c c ot 00 c • C c. � n a� 0 U7 L T- N r C �o Woo a���oCy) c ca o��(5 U 04 V1 Nc�M M •Ucri� O �wu E IV 2 E O L-� U 2 W n cnQ>� oCc>> D E o t E �_ °, 2 c E —0 4) > cM oUC 72 v co N - U) c ._ � �_ 0 -r CN W U-) (3) M co U) L. Ri < � U- 0 C) s CL LC) (D ..J jOB NO. 5010 9TH STREET DATL APRIL 3, 2017 DRAWN BY Daniel M. Ossman SCALE: 1 /4" = 1' - 0" SHFF-T NO. A-4 LL'SLI I _II I IF, 1 _ II r••i1"Vip"1 ITVEIIA",111P1B'1-111 —. -�1- �� Irr1L I _ 1 I' _ I ' Pr` I�r t1 '�I -- - -1 " 1 1 REVISIONS NO DATE DESCRIPTION Ili wv • i ! 120Y r 111 • s-. MTN ,♦. covat , 220V SWALTY alTLET WMIALTY WRWT Wa% CM FIXTURE _ REom am FIXTUREmwcnowL • "THOUT' FIXTURE-, •►caums Motw FIXTURE ..AALLmotw FIXTURE E�40 ritINKA0 CaLIM FM ♦ d L*MT FM ♦, . Olt CAME 1VJAZK ii5PRlI1#QAt TIMM ♦ - .. , CM ►K 4:4P FLOOD SMMTY KEY FAD 'i R r CARBON MONOXIDE DETECTOR 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 Are 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" Above finish floor OUTLETS: 14" Above finish floor TELEPHONE: 14" Above finish floor TELEVISION: 14" Above finish floor Per section R 314.3.1 To 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. Electrical layout is schematic only. This layout hereby complies with the most current edition to the electrical code, and to any supplements / revisions available. Electrician MUST coordinate with general contractor and / or owner before the installation of all fixtures. Florida Product Approval Product Category Manufacturer Approval Number Asphalt Shingles GAF Materials Corp FL 10124.5 R15 Ridge Vents GAF Materials Corp FL 6267.1 R9 Hardie Board James Hardie Building Products, FL 13192.1 R4 Inc. Vented Vinyl Soffit Kaycan FL 16603.1 R1 Insulated Exterior Door Therma - Tru Corporation FL 7640.1 R6 Single Hung Window PGT industries FL 1435.4 R16 Insulated French Door PGT Industries FL 331.3 R11 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. METER SOCKET 04 CU TO COLD DATER PIPE t DRIVEN GROUND 'ROD. 150 AMP SfNGLE PHASE BREAKER PANEL NEMA I -3o c1RCu1T 1 1R' RIGID N'PLE i1NTN 2 01 AND 193 CU THW CONDUCTOR BY POWER COMPANY ELECTRICAL. RISER DIAGRAM NT5 Per section R 315.1 All carbon monoxide detector are required to be installed within 10' of all sleeping areas. Detector must be both hardwired and battery backup. ELECTRICAL LAYOUT V � � G L � •� c c A 'C ai �cr' N � T 2 O. C 8 c M C C0 N U UNQt = N c 6 mc �� o •- W . u. w a� c cn CL -- CU 0 Milk U a E°c'- r-(v2E :3$U-0t M O TZ6 2 vM -ap3rnQ> >, c Ef �- �a,oN�� i. L �O m Q) E U co C � a M CIO 76 M�Cn C N = E H r. O 1.C-© 0HS CL 4-01. U-) CM Vi CY) fi�rr CIO V J -�L Q 4 LL. CL CD L t� z o� .� L N MD W 0 CL -ZC JOB NO. 5010 9TH STREET DATE APKIL 3, 2017 DRAWN BY Daniel M. Ossman SCALE: 1/4" = 1' - 0" SHEET NO. A-5 REVISIONS NO 1 DATE I DESCRIPTION; r-7. r•-, � r• . // I,. - LEFT SIDE ELEVATION RIGHT SIDE ELEVATION SCALE: 1/4" = 1' - 0" All elevations drawn are for "illustration" purposes only. For "actual" elevation construction, consult construction drawings and structural details for additional information. Fiberglass shingles over 30 Ibs felt over 1/2" plywood sheathing or "opt" 7/16" OSB sheathing with roof structure spaced no more than @ 24" o.c.. See roof framing layout and connection schedule for additional information.. NOTE: Proposed roof pitch. 6 / 12 "MUST" be approved by owner and / or contractor before production of roof trusses. Proposed finish ceiling height: 8' - 0" (min.) Contractor "MUST" coordinate and be approved by owner before construction begins. All door and window header heights to start at: 61 - 8" Contractor `MUSTY verify "ALL" lintel height locations with owner before construction begins. Truss company "MUST" field verify all existing conditions 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 the roof truss layout and dimensioning due to negligence to conduct proper and accurate field inspection by truss manufacture. EXTERIOR FINISH: Hardie board siding, over a water resistive "Tyvek" vapor barrier, over 1/2" cd-x plywood sheathing that is nailed with 10d x 1 1/2" nails @ 6" o.c. edges and 12" field, over 2 x 4 exterior wood studs @ 16" o.c. with R - 13 insulation between and finished with 1/2" drywall on the inside. Water resistive barrier in accordance with Section R703.6.3, of the FBC 5th Edition 2014 Residential. FRONT ELEVATION REAR ELEVATION e7 i r7 / r % / r I-r� SCALE: 1/4" = 1' - 0" p = v ai,a c � C C� OQ �, O v o � 0 o LC � o a .a o =° aU-o Na0 m cc WN a. C � qT C f� C e- cc U N<L M N C r y c6 ._ r Z '. L—L v, 02 N� M� U C. °' L E �U ~ cL�C} 2 Och >o L c c o Eo E n' "0 o a� w ` L 0 O COO (0r 0 t4 = M6 U� �-0O5+� fn Q c a) I— o �o icq a 4-r � ^� LO W Ch U) M vJ z c� LL CL vi o'F Z oCL J 015 o, JOB NO= 5617 13TH STREET DAI F APRIL 3, 2017 DRAWN BY Daniel M. Ossman SCALE: 1/4" = 1' - 0" SCALE: 1/4" = 1' - 0" SHEET NO. A - 6 Framing Layout Notes: REVISIONS NO DATE Di SCRIPTION 1 Framing layout drawn by Daniel M. Ossman Drafting Service, Inc. is a schematic representation only. It is the responsit4liiy of the General Contractor to make a field inspection to verify "ALL" existing field conditions including accuracy in dimensions with proposed plans. General Contractor "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 trusses that are constructed for said project. Daniel M. Ossman Drafting Service, Inc. "WILL NOT BE HELD LIABLE" for errors made on any framing (floor or roof) truss layouts. 2 Upon receiving said plans from the General Contractor ... the truss manufacture "MUST" make a their "OWN" field inspection to "DOUBLE CHECK" ati existing fit conditions, roof sk>pes, overhangs, and dimensions prior to the manufacturing of any / all trusses. Truss manufacture "MUST" certify (the time and daite) that this field inspection was conducted on by their company. This certification must be given to the General Contractor in writing prior to the manufacturing of any / all trusses on said project. 3 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. All 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. babel 1/2" dhL anebor beks * 21" o,c. mi. and all corners, and on each side of MI door and window opening (t3'P). 3/41, Recess for all doorways (typ)- Pour new 4" concrete slab with min. 3,000 p.s.i fibermesh or "opt" 4" cone. slab w/ 6 x 6 x 10 x 10 w.w.m. over 6 mil. vapor barrier over termite treated and compacted clean fill. ---, 1011 x 20" conc. ftg. w/ 3 - #5 rebars cont. w/ a 8" x 8" x16" cone block stemwall above or "opt." 20" x 20" mono ftg. w/ 3 - #5 rebars cant. FOUNDATION PLAN +li�Mlillii111ltI1�M I,Inlr„ ,nilnnnsn� .nn�nall,ln, - _ _ _ - _ _ _ - -__ SCALE: 1/4" = 1'- 0" 5 Truss design drawings shall be prepared in accordance to and conformance with section R802.1.6.1. 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 1-13). 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 residential code 5th edition (2014) residential. 8 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 5TH EDITION (2014) RESIDENTIAL, SECTION R - 609 FOR 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. NUT': Proposed roof pitch: 6 / 12 "MUST" be approved by owner and / or contractor before production of roof trusses. Proposed finish ceiling height: 8'- 0" (min.) Contractor "MUST" coordinate and be approved by owner before construction begins. All door and window header heights to start at: 6'- 8' Contractor "MUST" verify "ALL" lintel height locations with owner before construction begins. Truss company "MUST" field verify all existing conditions 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 the roof truss layout and dimensioning due to negligence to conduct proper and accurate field inspection by truss manufacture. Connection Schedule Manufacturer Model No. Uplift FI Product Approval Location / Use Name Number Simpson SP1 #586 FI 10456.11 R3 Bottom plate to wood stud connection. Strong Tie Simpson SP2 #1066 FI 10456.11 R3 Top plate to wood stud connection. Strong Tie Simpson LSTA24 #1235 FL 1ii852.6 R3 Continuous floor to floor clear span connection Strong Tie from first floor stud to second floor stud. Simpson Roof structure connection to exterior frame wall or StrongTie H10A #1140 FL 10446.7 R3 Mood beam. Simpson 4 x 4 bottom wood post connection to concrete Strong Tie ABU44 #2200 FI 10860.4 R3 footing / pad at stairway landing. Simpson 4 x 4 top wood post connection to wood beam at Strong Tie BC4 #980 FI 10860 R3 stairway landing. Simpson 2 x 6 floor joist hanger to wood beam or rim joist at StrongTie LUS26 #1165 FL 10$55.31 R3 Istairway landing. Note: 1. Any products that are substituted, must "MUST" or "EXCEED" products specified. Contractor "MUST" provide data to building inspector at time of inspection. Only truss company can modify hurricane clips and connections specified and must coordinate with General Contractor with any changes to plans. 2. It's the responsibility of the truss manufacture to coordinate all cathedral ceiling locations with General Contractor before the manufacturing of any floor and / or roof trusses. All ceiling heights are to be a minimum of 8' - 0" unless otherwise specified by General Contractor. --) A- I mi/r-s i t-r_c, S EL 4> -Z J CTU iZt�. �E.ETS FOOZ. LJ IZ E (,) ROOF FRAMING LAYOUT SCALE: 1/4" = 1 ' - 0" A '.mod 15T iD !vo$I 0I V Ira colZE, (-Typ') � r •i PAr '♦ FIRST FLOOR - FLOOR FRAMING LAYOUT SCALE: 1/4" = 1' - 0" e '� wo 00 a r v V) Ac A � w o .mac r- N 00 <- c) Of� L Q�� o rn c c��-o a it m LyNQii — N c m t _ cu o o -o ce, -0 of o �- uI ...i a� v LL 0M � m co a s E O &U 2 WM Op CD cis Q Q o �CnE-L_=� 0OCD Q3 WM cOo-000 O t--Q OF-2Nt1 -IE-+ C1*4 M U) M z Ri v, � Q O LL N ® 1E z C _ �,.+ Q L0 Na) ..J l D JOB NO. 5617 13TH STREET D_1.. IF APRIL 3, 2017 DI AWN By Daniel M. Osman::] 231- �rl Window and Door Schedule No. Type Size Notes Door or Window Manufacturer Name 1 Sectional Garage Door 8' x 7' - Overhead Door Cor 2 Insulated Exterior Door 36" x 80" - Therma - Tru 3 Single Hung Window SH24 - PGT Industries 4 Single Hung Window SH24 - PGT Industries 5 Single Hung Window SH25 Fire Egress Window PGT Industries — 6 Interior Hollow Core Door 32" x 80" - N/A Note: -1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT". 2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS AS SET FORTH IN FBC 51" EDITION (2014) 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" (double check) and field verify all existing openings 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. DESIGN AND WIND CRITERIA (FBC 5th EDTION 2014 RESIDENTIAL) Address: 5010 9th Street Zephyrhills, Florida 33542 Basic Wind Speed (V) 150 mph Building Classification "RISK" Category II 1 Wind Importance Factor (1) 1 Wind Exposure C Internal Pressure Coefficient + / - 0.18 (GCpl) DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT AND CLADDING MATERIALS Table 6 - 3B ASCE 7-02 Doors 41.75 psf Windows 49.25 psf NOTE: THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED TO COMPLY WITH THE FLORIDA BUILDING CODE 5th EDITION 2014 RESIDENTIAL, SECTION R 301.2.(1) WITH A (3 SECOND WIND GUST). 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. Daniel 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. 400 s/f Proposed First Floor Garage 400 s,~t Proposed Second Floor Heated Living Area 800 s/f Total Square Footage Under Roof NOTE: Repairs, alterations, additions, changes in in occupancy and relocated buildings must comply with all applicable requirements per section 101, of the Florida Building Code 5th Edition 2014 Existing Building Code Book. Between the garage and habitable area of the house must have a fire separation constructed with 5/8" type "X" drywall installed on both the garage wail and ceiling. All doors from the habitable area to the garage shall be a minimum thickness no less than 1 3/8" and be either solid wood or honeycomb steel door with a 20-minute fire -rating. 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. NOTE: Alteration as described herein and shall be performed are designated as "level 2" per section 801, of the Florida Building Code 5th Edition 2014 Existing Building Code Book. Florida Product Approval Product Cate ory Manufacturer Approval Number Asphalt Shingles GAF Materials Corp FL 10124.5 R15 Ridge Vents GAF Materials Corp FL 6267.1 R9 Hardie Board James Hardie Building Products, FL 13192.1 R4 Inc. Vented Vinyl Soffit Kaycan FL 16503.1 R7 Insulated Exterior Door Therma - Tru Corporation FL 7640.1 R6 Single Hung Window PGT Industries FL 1435.4 R16 Sectional Garage Door Overhead Door Corp FL 14170.10 R7 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. For all "exterior walls" use 2 x 4 studs @ 16'o.c. for bottom floor and 16" o.c. for top floor, then 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. .I 20' - O" 13 -0"T 4'- ON Eel a) STUD10 O 0 sEL s-rc.i ewA,r :i M-rni L- Foe hoeE i d Fo Q O Wrl L, 0 w�l 0 3 3-0 Zo t ZI''° a SECOND FLOOR PLAN E6 r-N I C.0,, 201- a `1 31- 0`' 0 0 K-0 i 4 4-o i2 20'- 0'° 3'- C; 23,- o" 0 ® i N SCALE: 1/4" = 1'- 0" REVISIONS NO I DATE I DESCRIPTION w � ai 000 v ^o Q •-- E c ea r►y '� c it � C Zi C a% L E Gi bA i 4 A �-6 T W r t� To woo a-°Cr- oo Qc M r `� tllV VNQcM �C4)C v) o •o W M.V v �� L o Ci'LWau. In (D LL c cn a S-- .. ct� W (0 U Cc E c -c E Z's0�sM 0 °� M o T� E2 E o v E °'_ orn N E `" CID Oco=� 0-0 _o u .�w--cif c C E 4) r o Cc t-o coil-=NcL }, N ,^ 141) vJ M Z r��'' -a y I •L Q i O ....J -0-0 U- CL C*) vi V C} :E O CL N MD W CJ JOB NO. 5617 13TH STREET DA.TF APRIL 3, 2017 rDan AW3�I BYiel M. Ossman FIRST FLOOR PLAN SCALE: 1 /4" = 1'- 0" SHEET NO. REVISIONS NO DATE DESCRiNTION 2.'' x e_n v. -r, woo n .� 14 Z x �-" 151- 10'� O. C . ('tYR PJST . � 4'' x 4 " P T, o/oo D PQ 5T 2 x WOOD I`Ine' bc-r••- c ". f PC, b-r 2x Wcop 1*AGOCR cr!BEWED ST21W4E25 I K?'C� 'N ! Z'' x n GQ TYPICAL LANDING DETAIL SCALE: N.T.S. TYPICAL STAIRWAY -DETAIL L.EGEN1;� wv mmex amer mcaum rm MaWOW&M ELECTRICAL NOTES: GT � E�iN�3T IBM ABOVE GOUN1>� TOP 1 Provide and install locally certified smoke detectors as required by pp(j 120V DUPLEX OUTLET 0) Smom D��TaR National Fire Protection Association (NFPA) and meeting the "TH MTEMM oof COYM JACK requirements of all governing codes. �V� 120V M =LET DUP 0 C�.E TV J04K 6rR000 FAULT INTER aPT!°R arlawmt T 2 Provide and install Ground Fault Circuit - Interrupters (G.F.I.) & 22oV SeWN.TY oUri.ET as required by the National Electrical Code (NEC) and meeting ® ror�l�! PAID. the requirements of all governing codes. ® TM DST N� an MM evrroN *VTG44 ® a" 3 Provide and install Arc Fault Circuits (ARC) in All bedrooms ® as required by the National Electrical Code (NEC) and meeting R6Gt�6 GA�I 1<IxTUF� 'IT!'Y the requirements of all governing codes. E) FJ5C;M GAH fIXTU4RE DlRwT10NAL 4:4ap FLOOD LIiH15 �GUIaTY �� 4 Unless otherwise indicated, install switches and receptacles at : G�1T MXURE5FiXnft-� 2 L' the following heights above the finish floor as follows: AMPOvT L156 ® Srl!S APM KEY PAD MM- ANJ PL0URE5C4!W FIXTURE- G244 0 CARBON N)E SWITCHES: 42" Above finish floor C-Mito motw 19XTM DETECTOR OUTLETS: 14" Above finish floor TELEPHONE: 14" Above finish floor KALL M01W f1x7m TELEVISION: 14" Above finish floor Electrical layout is schematic only. This electrical layout hereby complies with the 2011 National Electrical Code, and the Florida Building Code 5th Edition 2014 Residential. Electrician "MUST" coordinate with general contractor and / or owner before the installation of all fixtures. Per section R 315.1 All carbon monoxide detector are required to be installed within 10' of all sleeping areas. Detector must be both hardwired and battery backup. Per section R 314.3.1 To 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. SCALE: N.T.S. SECOND FLOOR PLAN - ELECTRICAL LAYOUT SCALE: 1/4" = 1' - 0" w r FIRST FLOOR PLAN - ELECTRICAL LAYOUT v � � V L C4 � Q Q N •- B a R O 7 v � w O ID �- ° C a •� (D �L_o0� Qo��o� c �o o C° %0UNQM cc cn o -a s_ ME a uj _j u. rc>s V Q E E �v-a_ UQO 3 rn .> r- L _ M �� E 0 E cEL oo 2 om �) •-' vX MW r; ozoizoujo 0 t- X a. -� qT Lo cM r^ M Z V J -� Q O _! 4-a IJ- � C3") vi O 1E Z oCL Ln N m )O NO. 5617 13TH STREET DATE APR I L 3, 2017 DRAWN BY Daniel M. Ossman SCALE: 1/4" = 1' - 0" SHEET NO. A - 9 Termite Protection STRUCTURAL NOTES: I REVISIONS HEMIKORT4N N0 OA a E I OESCR11'TiON i 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, re -treatment 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 over pour 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 sidewalls. 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 1816.1.1through 1816.1.6 do not apply-, however, a signed contract assuring the installation, maintenance and monitoring of the baiting system for a minimum of 5 years from the issue of the Certificate of Occupancy 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 1816.1.1 through 1816.1.6 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 wail thickness of 0.010 inch (0.254 mm), and be sealed within the slab using a non- corrosive 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 non preservative - treatment or non naturally durable wood. or other cellulose - containing material prior to concrete placement. 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 the 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. S. 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 grade and exposed earth shall be at least 6 inches (152 mm). Exceptions: 1. Buildings where the structural members of the walls, floors, ceilings and roofs are entirely of noncombustible material 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. COMPONENT AND CLADDING LOADS (psf) EFFECTIVE WIND AREA (square feet) Zone 10 20 50 100 1 +28.5 / -39.3 +26.9 / -38.5 +24.7 / -37.4 +23.1 / -36.6 2 +28.5 / -71.9 +26.9 / -66.2 +24.7 / -58.6 +23.1 / -52.9 3 +28.5 / -71.9 +26.9 / -66.2 +24.7 / -58.6 +23.1 / -52.9 4 +42.1 / -44.8 +40.6 / -43.3 +38.7 / -41.4 +37.3 / -40.0 5 +28.5 / -52.9 +40.6 / -50.0 +38.7 / -46.2 +37.3 / -43.3 NOTES: 1. For effective areas or wind speeds between those given above the load may be interpolated. Otherwise use the load associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in table R 301.2 (2) of the Florida Building Code 5th Edition 2014 Residential. 3. Plus and minus signs signify pressures acting toward and away from the building surface. 1.1. Current edition of The Florida Building Code 5th Edition 2014 Residential. 1.2. Building code requirements for reinforced concrete (ACI 318,06). 1.3. American Society of Civil Engineers minimum design loads for buildings and other structures Chapter 46 (ASCE 7-10). 2.1. Minimum allowable soil pressure 1,500 PSF. See Table R401.4.1 for specific soil presumptive load bearing values of foundation materials. 3. QQNQ.RETE: 3.1. Concrete compressive strength at 28 days: 2,500 PSI (Normal weight). 3.2. Reinforcing bars: ASTM A615 (Grade 60). 3.3. Welded wire fabric (WWF): ASTM A185. 3.4. Detail reinforcement in accordance with ACI 315. 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: #5 bar 25"; #4 bar 20" and #3 bar 15". 4. MASONRY: 4.1 Design and construction shall conform to the specification of the National Concrete Masonry Association and ACI 530. 4.2 Minimum masonry unit strength: fm 1,900 PSI. 4.3 Mortar shall be type "S" or "M'. 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-91 = 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: 1/2" C-D grade plywood (or 15/32" 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. STRUCTURAL DESIGN CRITERIA Areas Live Loads: Dead Loads: Dwelling Floors: 40 PSF 10 PSF Balconies: 60 PSF 10 PSF Guardrails / Handrails: 200 PSF 10 PSF Balusters: 50 PSF 10 PSF Shingle Roof: 20 PSF /0 PSF Built-up Flat Roof.- 20 PSF 10 PSF Tile Roof: 25 PSF 15 PSF Exceptions: Inorganic material manufactured for closing cells in foundation concrete masonry unit is STRUCTURAL NOTES construction or clean earth placed in concrete masonry unit voids below slab level termite treatment performed. R 318.4 Concrete bearing ledge. Connection Fastener Number of Spacing Brick, stone or other veneer shall be supported by a concrete bearing ledge at least equal to the total thickness of the brick; stone pr other veneer which is poured integrally with the concrete foundation. Joist to band joist, face nail 16d common 3 No supplemental concrete foundation pours which create a hidden cold joint shall be used without Joist to sill or girder, toe nail 8d common 3 supplemental treatment in the foundation unless there is an approved physical barrier. An approval Bridging to joist, toe nail each end 8d common 2 physical barrier shall also be installed from below the wall sill plate or first block course horizontally to Ledger strip 16d common 3 at each joist GENERAL NOTES: embed in a mortar joint. If masonry veneer extends below grade, a termite protective treatment must Sole plate to joist or blocking, face nail 16d common 16" o.c. be applied to the cavity created between the veneer and the foundation, in lieu of a physical barrier. Top or sole plate to stud, end nail 16d common 2 Stud to sole plate, toe nail 8d common 4 1. All work shall conform with the latest adopted edition of the Florida Building Exception: Veneer supported by a structural member secured to the foundation sidewall in Double studs, face nail 10d common 24" o.c. Code, Mechanical Code, Plumbing Code, The National Electrical Code and all accordance with ACI 530/ASCE 5/TMS 402, provided at least 6 inch (152 mm) clear inspection space Double top plates, face nail 10d common 16" o.c. applicable codes and regulations, local, city, state, federal, safety board of fire of the foundation sidewall exterior exists between the veneer and the top of any soil, sod, mulch or Continuous header, two pieces 16d common 16"o.c. along each edge underwriters and fire department. other landscaping component, deck, apron, porch, walk or any other work immediately adjacent to or Ceiling joists to plate, toe nail 8d common 3 adding the structure. Ceiling joists, laps over partitions, face nail - 2. Workmanship shall be equal to the best trade practices. Ceiling joists to parallel rafters, face nail - 3-16 or 4-10d common 3. All installations of manufacture's specifications shall be in exact compliance R 318.5 Protection against decay and termites. Rafter to plate, toe nail 8d common 3 with manufacture's printed instructions. Condensate lines, irrigation / sprinkler system risers for spray heads, and roof downspouts shall Built up corner studs 16d common 24" o.c. discharge at least 1 foot (305 mm) away from the structural sidewall, weather by underground piping, Built-up girders and beams, of three members 10d common 32" o.c. at top and bottom and 4. Contractor and / or owner shall verify all existing conditions and dimensions tail extensions or splash blocks. Gutters with downspouts are required on all buildings with eves of staggered 2 ends and at each splice before any phase of construction is to commence. Daniel M. Ossman Drafting less than 6 inches (152 mm) horizontal projection except for gable end rakes or on a roof above another roof. Wood Structural Panel / Subflooring 19/32" or 3/4" 14d common or 6" o.c. edges and Service is NOT responsible for any errors in dimensions. 10d hot dipped galv. box nails 12" o.c. intermediate 5. Contractor and / or owner shall coordinate all work between site, building R 318.6 Preparation of building site and removal of debris. Wood Structural Panel / Roof & Wall Sheathing 8d common or 6" o.c. edges and electrical, mechanical and plumbing before each phase of construction begins. 8d hot dipped gale. box nails 6" o.c. intermediate 6. DO NOT SCALE PLANS. R 318.6.1 All building sites shall be graded to provide drainage under all portions of the building not Gypsum Wallboard 1 3/8" drywall nail 7" o.c. on ceilings occupied by basements. 8" o.c. on walls R 318.6.2 The foundation and the area encompassed within 1 foot (305 mm) therein shall have all 1/2" 1 '/a" drywall nail 7" o.c. on ceilings vegetation, stumps, dead roots cardboard, trash and foreign material removed and the fill material 5/8„ 8" o.c. on walls shall be free of vegetation and foreign material. The fill shall be compacted to assure adequate support of the foundation. 3 tab asphalt roofing shingles 1 %" min. 11 ga. Gaiv. nails 6 fasteners per shingle with min. 3/8" diameter head I I ( E { 3 F r --. ib u a o � v � �o c ✓� ono " � ;~ C E 0 +- "� (X o � � U 'L7 E o .. ;F v •L � f 0 4) aCi Q v0 moo a) M M a3 cy Q_ C C) C ns C (1) V V N Q ri �C4)C (/) O z, Lis i- W J U_ U_ A iM� nu a CM Cc E U i3 L tti OU Bch = 0 3 CM C 45- caa-0o®o cEn EJ a Wrn �. NOM0 cD t 00 co M C° iv v�I 0 0 -0 O y,1- Q 5(D M �� (D 'E -E a) F- o I W J � Q I W � Q U 0 D Cr cc t CD W 03 NO. MASTER JULY 1, 2015 r A` 1 5 Daniel M. Ossman i I I ' _1 I I I I I 1 1' IIR I7 'll" II1111 IP1111fg1' IIrllqmj"'I' ' II PI'1I I I I -1 1 1 1 11 f 1 1111 IL -1 1 - _ I '_1L___I 1 HAZARDOUS LOCATIONS SECTION 2406 SAFETY GLAZING I I 111,I'i I- I II ---- 111111 1111 REVISIONS NO DATE DESCRIPTION 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: 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 jalousies. 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 II, 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 side(s) 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 1 112 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 -fill 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 1/4 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 loads 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: Atop 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 panels 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 11 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. Iwoo o c a v L eo � a c ✓� 0�0 u � C a � a (/i L L O C ate) -C o c`o I- a 00 CL C 0 0) C M C� O o tr ca O V VNQCM o C a� cn o o v > ai :a .� M Ce) � � O w�- N O LL N U) U fl. E (Da� s o E c ,.. :3 U -v M o U 2 yc") vp rnQ >too .L lir- C C r O �`� E vE, E'er .rn 0 m N N M co00 cc -00 C N�� 0 Co va V, W J FT- Q VJ w �► 0 J < Q D F_ F- V V D D cr F CD JOB NO. MASTER DATA JULY 1, 2015 DRAWN BY Daniel M. Ossman SHErT NO. I S 2 -.- :a r__ _._.___ -- 1 cC�_,Val 11111IS1111 MASONRY GARAGE DOOR JAMB DETAIL SCALE: N.T.S. MI j, /fro �� T(� '0 1 '/4'' �.t'18E DMEr•�"T" 24 "t-11X TYF OF PTr ejt-�C,f��1�i P F6,ST&.4 `' > - 1,.., _ A. 1-� ASo et' j o l0 R L 1 i BUCKSTRIP INSTALLATION DETAIL _f- 2 I 1 X $'' (?T i t "2' 4 -L. (-TYR) � T C�' --!I!' Ems; y ".-J 000 STOP 3002 to JiD COklt.."!EC -1 10.1 � A F �� C r w,j U F&C T IZEF FRAME GARAGE DOOR.. JAMB,.D,ETAIL (2 b, 0-C, FRAME DOOR ATTACHMENT DETAIL-_ SCALE: N.T.S. V'1(_f_ 6 , t' vo\'L A,w M yA/I J P0W ' ¢ 3 -010 Sc ZEW5 . C -:-2`JA I LED .,,_ .,"/ 1 Od WAILS FRAME WINDOW ATTACHMENT DETAIL SCALE: N.T.S. ransom Picture Window Widths (Above Sliding Glass Door Units) Door Size A/8 _ 2 Panel - 2 Track 5'0" 29 7!16 A e 6'0" 35 7/16 810" 47 7/16 Door Size A/C B 3 Panel - 3 TM& 1210' 47112 451,12 15'0" 591/2 571/2 Door Size A 8 C 3 Panel - 2 Track 910' 36 5/8 34 906 357116 A_ B 12'0" 48518 469116 477n/16 15'0" 60518 589/16 59'6 1 Door iiW A'D 8/C 4 Panel - 2 Tradt 127 35 7116 34 11/16 4 ip , t 0 g-- 1 i .•: 477116 4 116 Podet Combinotions Door Size A 1 Panel -1 Track -(V' 365/16 A l 0" 48 5/16 m' 605!T6 Door suze A 8 2 Panel - 2 Track Door Size A B ( 3 Panel - 3 Track 9101• 343/8 33112 357/16 12'0" 46 3/E 45112 47 7/16 ; 15'0" 58318 571;2 597!16 t' i Door Size A:B 2 Panel -1 To& T'T 59 7/16 Door Size AID B/C 4 Panel - 2 Tnadt 1C0" 2811 2815!16 t r 0, 3411 3415/16 ?6'046 ?!8 4615./16 � Note: Sizes above are buck dimensions and not ro Jgh openings. •w t t rrr r Nominal Double Pocket Actual Frame Width" Hookstrip To Hookstrip 2P-1 T-L & R 5'0` x 6'8'/B C' 1191/8 60 67 x 6'8'/8'0' 1431/8 72 8'0'x6'8"18'D' 1911/8 96 1010'x67/87t 2391/8 120 4P-2T-L & R 10'0" x 6'8"/8T' 176 5/8 117 3 /2 12'0'x 6'8"/8'0" 212 SM 141 1/2 167 x 6 8',18'0' 284 5/8 1891/2 Name Masonry Wood Name Masonry Wood 12 19 7/8 x 26 183/8 x 25 1/4 3040 37 3/4 x 49 361/4 x 481i4 3 19 7/8 x 38 3/8 18 3/8 x 37 518 3044 37 3; 4 x 53 361 /4 x 52 1 4 14 19 7/8 x 50 5/8 18 3/8x 49:7/8 3050e 37 3/4x:61 361/4 x 601/4 15 197/8x63 183/8x621i4 3060e 373/4x73 .361r4x721/4 16 19 7/8 x73 18 3/8x 72 1/4 3420 413/4 x 25 401/4 x-24114 W 271/4 x 26 25 3/4 x 2S 1/4 3430 413/4 x 37 40114 x 36 1/4 14 2TV4x38318 253/4x37,518- 3438 413/4x45 401/4'x44114 lA4 271/4x505/8 253/4x497/8 3440 413/4x49 401/4x481/4 lA5 271/4x63 253/4x621/4 3444 4131403 401/4x52114 IA6 171/4x73 253t4x721i4 3450t 413/4x61 40114x60114 22 373/4.x26 361/4x2510 3460e 413/4x73 40114x721/4 23 37 3/4 x 38 3/8 361 /4 x 37 5/8 3820 45 3/4 x 25 441/4 z 241 /4 24 37 3/4x 50 5/8 361/4 x 49 7/8 3830 45 314 x 37 441/4 x 36 1/4 � r e ..� 7 3.3 3 /4x6 1.4x 214 36 , 6 ! 3838 5 4 4 4 _ 31 x 5 44 4x441, 1/ 4 26e 373/4z73 364/4x72`1/4 3840 - 453/4x49 441/4.48V4 3t 53 7/8 x 26 52 3/S x 251 /4 3844 4S 314 x 53 441/4 x 52 314 33 537/8x38318 523/8x375/8 3850e" 453/401 447/4x601/4 34 53 7/8 x .50 5/8 52 3/8 x 49 7/8 3860e 45 3/4 x 73 441 /4 x 72114 35e 53 7/8 x637 52 3/8x 621/4 4020 49314x 25 484/42411A 36e 53 7/8 x 73 52 3/8 x 72 V4 4030 49 3t4 x 37 481,14 x 361 /A 4038 49V4s145 48V4x441/4 61 mit • M1, 1 4 Name Masonry Wood 4040 49 314 x 49 48 114 x 48 VA 2020 253/4x25 24V.4x241/4 4044 44314x53 481/4x52V4 2030 25V4x37 241/4x3614 4050e 49V4x61 481/4x601i4 2038 25 3/41t.45 24114 x 441/4 4060e ° 49 3/4-03 48 1/4 x 72 1/4 2040 25 314 x 49 24 1/4 x 48 1/4 4420 53 718 x 25 52 3/8 x 24 1/4 2044 25 3/4 53 241/4021/4 4430 53718 x137 52 3/8'x 36 1/4 2050 25 3/4 x 61 241 /4 x 601 /4 4438 53 7/8 x 45 52 3/8 x 441 /4 20 25.314 x 73 24 1/4 x 72 1/4 4440 53 7/8 x 49 52 3/8 x 481/4 2820 33 31"4 x 25 32114 x 241144444 ' 7/8 x 53 52 3i8 x S1 ?14 2830 33 3/4 x 37 321f4 x 361/4 4450e 53 7/8 x 61 52 3/8 x 60 1/4 4460e 53 7/8 x 73 52 3/8 x 721 /4 2838 33 3/4 x 45 321/4 x 441/4 2840 33 3.14 x 49 321/4 x 48 1/4 M. . ' rug- - 2844 33 3/4 x 53 321/4 x 52 1/4 Namt Masonry Wood 2850 33 3/4 x 61 321/4 x 60 1/4 1 A2 271 /4 x 26 25 314 x 251 /4 2860e 33 3/4 x 73 321/4 x 72 1/4 1A3 271/4 x 38 3/8 25 3/4 x 37 5/8 3020 37 3/4 x 25 361/4 x 241/4 lA4 ', 271/4 x50 5'/8 25 3/4x49 7/8 3030 37 3/4 x 37 36 1/4 x 36 1/4 22 37 3/4 x 26 36 1/4 x 25 1/4 3038 37 3/4 x 45 36 1/4 x 44114 23 37 3/4 x 38 3/8 36114 x 37 5/8 tr•F?luutJ@>, Nominal Patlel Stack Actual Frame Size' 2P-2T 5'0" x 6'8'/8'0" XX OX,XO 6G x 80/96 6'0" x 6'8"/8'0` XX.0X.X0 72 x 80/% 8 0" x 61"'8'T XX,OX,XO % x 90,146 107 x 6'8"; 8'0" %RXO 120 x 80/96 3P-2T 9'0" x 6'8"!8 (r 0X0 108 7/8 x 80:196 12'T x 6'8"/8'0" OXO 144 7/8 x 80/% 15'0" x 6'8"18'0't OX0 180 718 x 80/% 4P-2T 10'0"x 6'8". 8'0' OXXO 119 5/8 x 80/96 12'0" x 6'8"/8'0" OXXO 143 5/8 x 80/% 16'0" x 6'8"/8'0" OXXO 1915/8 x 80/% 3P-3T 70' x 6'8"!8'0' XXX 106 3/4 x 80 W 2'0' x 6'878'0' U 142 3!4 x 80/96 15'T x 6'8'/871 00A 178 3/4 x 80'% 4P-41 10'0'x 6'8"/8'0' XXXX 1171;'2 x 80/96 12'V x 6'8','8'0" XXXX 141 ',!2 x 80196 16'0" x 6T 187 X)V 1891 i2 x 80!96 Nominal Single Pocket Actual Frame Width" — lamb To Hookstrip 1 P-1 T-UR 37 x 11 7!F 36 511t 5'0'x6'8"/8'0"t 11G':'f 605/16 2P-2T-UR 5'0"x 6'8'/8'0" 38 ' 14 5815/16 6'0'x6'8'/80" 1061/2 7015/16 8'0"x6'8".!8'0" 1421/2 9415/16 10'0'x6'8"/8'0"t 1781/2 11815/16 3P-3T-UR 9'0"x68'7810" 1411/4 10511116 12'0"x6'8"/8'0" 1991/4 14111r16 15'0"x6'8"/8'0"t 237114 17711,16 4P_4T-L;'R 10'0'•x6'8`/8'0" 46 '16'+'16 12'Tx 6'8" $'0` 76 140 j/16 16'0"x 6'8"!8'0" 236 1887116 20'0"x6`8',18'0'4 296 2367/16 Notes: ' Actual Frames Sizes shown do not include wood buck or shims. 1 Available in 500 Series only. All openings must be plumb and square. Masonry opening sizes reflect nominai 1'thick pressure treated wood buck strips. ''Nood frame openings are calculated wO the drvwall butted to the window frame. Name Masonry Wood Name Masonry Wood 24 37314 x 50 518 361 /4 x49 7/8 5040e 613/4 x 49 60 l i 4 x 48 l 14 25 373/4x63 36 114x621i4 5050e 013/4z61 K,1;'4A601i4 32 537/8x26 523/9x25114 3060e 613/4x73 60IlAx72114 33 53 7/8 x 38 V8 52 3/8 x 37 SM 6020 73 3/4 x 25 72 1/4 x 24 li4 34e 53 718 x 50 5/8 52 3/8 x 49 7/8 6030e 73 3/4 x 37 721/4x 36 1/4 ?5f 53 718 523/8x621,'4 6040e 733/4x49 721/4x481i4 36e 53718xT3 523/8x721A 6050e 733/4x61 721/4x60114 12 747/8x26 733/8z151/4 ;( 4',3/4x ;4 T; 1/4x'7 1: 13e 74 7/8 x 38 3/8 73 3/8 x 37-5/8 , rn 17 IT M CM 44c 74 7/8 x 50 S 8 73 3i8 x 49 7/8 Name hilawrrry Mee 45e 747/8x63 73-3/8x621/4 60203 733/4x25 721f4x14114 46e 747/8x73 733;8x72?/4 6030-3 73 3/4 x 37 72 114 x 36114l Horizontal Roller Modular 60*3 73 3/4 x 49 721/4x481/4 Name Masonry Wood 6050-3 73 3/4 x 61 72 1/4 x 601,14 2020 25 3/4 x 25 24114 x 24 V4 7020-3 85 3/4 x 25 841 /4 x 24 i /4 203C 15V4x37 241!4x36l14 7030-3 8514x37 84114x361;4 2040 25 3/4 x 49 241/4x 48 1/4 7040-3 85 3/4 x 49 841/4 x 48114 3020 373/4x25 %1/4x241/4 7050-3 853l4x61 ?A'l,4xbG1r4 3030 37 3/4 x 37 361 /4 x 36114 8020-3 97 3/4 x 25 96 1/4 x 241 /4 3040 3 4 49 7 3/ x 361/4z 14 48 / - 803U 3 T, 973/4xa - 4 96 Il4x3r 1/ 3950 4 1 37 3l x 6 361/4x60114 8040=3e 47 31'4x 49 96 1/4 x 48114 4020 493/4x25 481/4x241/4 8050-31. 973/4x51 961/4x60;A 4030 493/4x37 481/4x36'1/4 9020-3 1091/4x25 1081/4x241!4 4040e 493/4x49 481/4x481/4 9030-3e 1093i4x37 1081/4x361i4 4050e 49 3/4 x 61 481/4x 60 1/4 9040-3 e 109 3/4 x 49 1081 i4 x 481 /4 4o60e 493,14x73 481r4x72114 9050-3t 1093i4%6! 1081i4xa011:4 502C 613/4 x 25 60 1/4 x 24 1/4 :030, 613/4 A S7 601,14 x 361A muntng A.umpunent5 1 wrActrwrroxcuv _,, ! ( I @Ar MU111011 COYEA%AiF I QtorrStru�ury! STANDAUTU@t MULUM I, 1x3, I4 W, 2x4, Ix5. At, 4415 rTANDAM MUM 3+Ms nwuJox (UP M AX3. 1x4-- e — Meets or exceeds egress requirement e' — Does not meet egress requirement in 9000 and 975 Series. 6 0 M Q) � c �Co��- Cx? 0 c� O >, F- -CCn Q) ) �® 0E— ) CN V � tttttttttt� Uj cc F D W JOB NO. MASTER DATE JULY 1, 2015 DRAWN BY Daniel M. Ossman SCALE. N.T.S- SCALE_ N.T.S. SHEET NO. S-3 1 II 11 1 1F, 1-111'I1 o 1 "ul"_ i' 1 11 I if11 l' _ _ I- III I 111,1 ' 1 I: 'I in e ' .1 ' _ I 1 ( I - '1 -I r1l 1 IR 1' l i ■ REVISIONS NO DATE DESCRIPTION GAFMArEFMW CORPORATION APPLICATION INSTRUCTIONS TMrtberine• Series shingles txlrne e (203n■n) In either 36" (914mm) or 36-15116" ,4• (358rtwrh; (936mm) lengths, depending on i „ tlr (ze2rrm) I� 15" (3etrnm) shingle brand. Appik4rdon Instruc- I+-- , (25mm) - r-irr (39mm) ) - I Ir?Y (3ahrm) -) 1 (25rm) - 1 yr (3emm) lions apply to loth. 1 (2srrm-rr - (25,rim) ,-trr per■n) —.I 1T These shingles must be nailed a 5- . 1 � , sell sow Adht— Z i 5Ora (,r4�■n' 1 nominal 5-5/8* (143mm) from bottom SMnor"nei wwPosed ' o eaai irhahwn.ad of shingles, as shown, to allow for and through and mug►+ penetration through the double ply hatl1t , both Wirers area just above the tabs. Nails should saw Nosing Patter tour r� par Net Gulch sac Nos Pattern remain unexposed. - Line GENERAL INSTRUCTIONS • ROOF DEC": For use on new or reroofing worst over well -seasoned, supported wood deck, before seating or are not exposed to adequate surface temperatures, or if the self-sealarx gets tic rtly-constructed with maxirrhum 6" (152mm) wide lumber, having adequate nail -holding dirty, the shingles may never seal. Failure to seal under these circumstances results from the ca t and smooth surface. PI decksnq as recomrrntihded by The Engi�vwed natlxe of self seal' shingles and is not a marwfacturmg defect. To insure immediate sealirhg, As Is acceptable. Plywood tdeckyMsftx Class A installations must be 3/t3" (1Drhtm) thick or pppplIy 4 quarter sized d Hof shirtJIe tab adhesive on the back of the shirrs 1' (25mm) and 13' greater with tr►derlaynThents as noted below. Shingles must riot be fastened directly to Dion (330rran) in frorrn each side and 1 (25rrhrn) up from bottom d the shingle. The shingle must be o trtsWated deck unless atittnorized in writing by GAF Materials Corporation. Roof decks mid pressed firmly into the adhesive. exi�sarfacing rt�terial must be prior to application of shingles. NOTE: Application of excess tab adhesive can cause blistering of the shingle. RLA NT: tJrxiertaynrnent has many behhefits, including prevtrtting For maximum wind resistance along rakes, cement shingles to underlayment and each other in wind driven rain from reaching the interior of thee and preventinmgg sap in some wood a V (102rrmh) width of asphalt plastic roof cement. decking from reacting with asphalt shingles. Underiayment is also regtxred by many code Dot NOTE: The film strips on the back of each shingle are to prevent sticking together of the shingles des. Con suAt yor Local budding department for its reegqtuxirerrnerrts. Where an imderlaymtrt is to vithile in the bundle. Their removal is NOT duri1hq application. be installed, a brtuathen-type underlayment such as GAfMC's Shingle-Mate'underiayrtnert is rec- • CANADIAN COLT) WEATHER A AT1t061S: CSA 123.5-M90 mandates that shin- oihrtherded. UnderlaymerN must be installed flat, without wrinkles. glen applied between September 1 and AApprri!! 30 shall be adhered with a compatible field -applied • FASTENERS: Use of nails is recommended. (Staple specifications and application adhesive. See Wind Resistanht for GAF Mlaterials Corporation's recommendations for the appli- instructio ns are available from GAF Materials Corporation, Contractor Services Dept 1361 cation of that adhesive. Alps Road, Wayne, NJ 07470.) Use only zinc coated steel or aluminum, 10-12 gauge • MANSARD AND STEEP SLOPE APPLICATMONS: For roof slopes greater than 21" barbed deformed or smooth shank roofing nails with heads 3/8- (1 Omm) to 7/16- (1-2tnntj (1750mm/m) per foot (do NOT use on vertical side walls), shingle sealtt'nnqq must be enhanced by in diameter. Fasteners should be long enough to penetrate at least 3/4' (19mm) into wood had sealing. After fastening the shingle in place, apply 4 quarter -sized tabs of shingle tab adhe- deck s or just through the plywood decks. Fasteners must be driven Nish with the surface sive as indicated in Wind Resistant above. ?he shingle must be pressed firmly into the adhesive. of theeatinshtn�e Over diving will damage the shirtgte. Raised fas[enners wiA installeinterfere with the • EXPOSURE: 5' (127mm) sg of the For namal lnstallatioi, four fasteners must be d per shingle, -THROUGH VENTILATION: All roof strictures must be provided with through ventilation to a manurial 5 5/8�( 43mm) up From the bottom of the shingle, to ptnetrate both layers of prevent entrapment of moisture laden) air behind roof sheathing. Ventilation provisions must at the sh le. Fastt'rhers must be Installed approximately 1' 1 1>2' (25-38mm) and least meet or exceed current F.H.A., H.U.D. or local code mirdmum requiremerts. 11-1/2' 1�-1/2' (292-318rtxn) front each side. • NOWCORROOING METAL DRiP EDGES: Recommended along rake and eave edges on • 4YMiO RESISTANT: These shingles have a specie! thermal sealant that firmly bonds the all decks, especially V decks. sh' t[her after application when a Set to sun and warm temperatures. Shktgles •ASPHALT ply( CEMENT: for use as shingle tab adhesive. Must conform to ASTM �in or Winter may riot seal until it* Spring. If shahgies are damaged by wands D4586 Type I or 11. 1 Undel-layment: Standard Slop"12 (333mm/m) or more Ap ion of tndmiayrnew Cover deck with one layer of underlayment installed without wrinkles. Use only enough nails to hold underlayment to place until covered by shingles Application of tam �c Install eave flashing such as GAS Materials C ation Weather Witch" or StormGuard" L Barrier in localities where leaks may be caused water back' up behind ice or debris dams. Eave flashing must overhang the roof edge by 3 (10mm) and extend 24' (610mm) beyond the inside wall line. 4" (102mmr_�__,_ Deck 12' (305mm) weao,hzt Watch Mti *mgn Ste, f or StormGuard' For lower slopes. am Box 1a '_ i Leak Barrier AN shorans are 36' (914mm) `� wide Shi og{tMatea fi\\ t. Along rake, place drip edge on top of undedayment. 318' Rod overhang 2" (51mm) Side Lap F4' (102mm) End Lap Along eaves put underiaymem on top of metal drip edge. laUnderlayment' Low Slope 21124112 067mm-333mm/m) Application of underlaryhntaet attd ears Aar: Completely cover the deck with two layers of underlayrrterx as shown. Use only enough nails to hold underlayment in place until covered by shlrgle. Use blind nailing for eave fla . At eaves and where ice dams can be expected, use one layer of GAF Materials Corporation Weather Watch' or StormGuard* Leak Barrier. Eave flashing must overhang the roof edQe by 3/8' (10mm) and extend 24' (610mm) beyond the inside wall line. Where ice dams or debris dams are not expected, install 2 plies of Shingle -Mate' underlayment. Low slope T to 4" Weather Watch` (Strom in 102rrxn) or SkxTnGuard* 12" (305mrn) ` s Leak Bonier. AN s 14mm)wide shinglo�msw Lop chests fit. f 1 {4 3 m) Rake drip WWI double coverage. dot 318' (1Ornm) Roof overhang F_eves drip edge ZStarter Course Apply as shown. Start at ei8eer rake and toy in eldest direction UildetteymeM ��t` Non �e Metal grip E o ut�ee. e For maximum wind resistance along rakes, cement shingles 0,490 Place shingle 318' (10mm) to of nra !4"" �02mm) width ` faia.each�et G to provide drip edge edgesover save and rake of asphhaft plastic roof cement. v Trdm tab■ off all starter course shingles, then place and nab Trim 6" (152mm) as shown , 3- toom 4- (76mm to from end of rust shingle 3 First Course Start and continue with full shingles laid flush with the starter course. Shirhgtes may be laid from left to right or right to left. DO NOT fay shingles straight tip the roof since this procedure can cause an incorrect color blend on the roof and may damage the shingles. Urheerleynhera Ptasir a"r40 slats taastitw but don Slow ��cP' Cont)nue first colitis with whole Start r•at noires wile whole shingle )dated W (+Qmm) over naive end rake edges to provide drip edge 4 Second Course Start and continue second course as shown. Trim 6" (152mm) from the end of the shingie. Position the shingles in the second and subsequent courses flush with the tops of the wide cutouts. This results in a 5" (127mm) exposure. Continue with full width shingles across the roof. Strike a chalk line about every 6 courses to check parallel alignment with eaves. NOTE: Shingles may be laid from either left or right hand side. Start at either rake edge with shingles having 6" (152mm) trimmed from rake. First Corse Trim Shingles ti- (152mm) 5 Third Course Trim 11" (279mm) from the first shingle in the course then continue with full shingles across the roof. 1 ♦ � 1 ♦ }f Trimmed Shingles'' Fast Course Full Shingle Ra"Roofin� If old asphalt shingles are to remain in place, nail down or cut away all loose, curled or lifted stt*n- g�es; ri ce with new: and just before "tthhe new roofing sweep the surface cleannogf all loose debris. Since arty irreQutarittes may showawthru the new be stye the undlod shingles provide a srrhooth surface. Fasteners mist be sufficient ie � penetrate the dealt at least 3/4' (19mm) or alai throilo plywood. Follow, other above instructions for application. Able x�es can be applied over wood shtngies when precautions have been taken to provide an acceptable surface. This includes cutting back old shingles at eaves and rakes and installing new woodedqinq strips as needed. Make surface smooth and use beveled wood strips if necessary. install #36 tirderlaymertt to mairitain Class A rating. This product is sold with an express LIMITED WARRANTY ordy A copy of the LIMITED WARRANTY stating its terms and restrictions is printed on theproduu wrapper or malt be obtained from the distributor of on product or tTiretxly frortl GAF Mabirlals Corporation. Any deviation from printed instructions shall be the responsibility of applror and/or specifier. Precautionary Notes Timberline• Series shingles are fiberglass, set -seams asphalt shingles. because of the natural characteristic*df the hih quality waterproofing material used, these shingles will be stiff in cold weather and flexible in fi� weMher. 1. Bundles should not be dropped on edge nor should attempt be made to separate shingles by 'breaking- over ridge or �r bandies. 2. Hake carefully. Shingles can easily be broken in cold weather or their edges damaged in hot weather. 3. All exposed materials must be of Class A type. 4. Storage should be in a covered. ventilated area -maximum temperature 11O*F (43•C.) Saxe on flat surface and use weight equalization boards if pallets are to be double stacked. EENtRUNK t be protected iron weather when► stored at job site. 1b store near steamrs, e[c., a le suxhlight. AN roiled product must be stared nds.5. to be alpplied durrtq PROLONGED COLD periods or in s vrlwre airbornecan be expelled ore sealing occurs. the shingles Mbe hand sealed.istant ir>strtictions. 8 Wail Flashing (Sloped Roof to Vertical Wail) stieeaik,g — T�.� �— slalr,9 5' (127mm) Mtn. 7 Metal Flashing (Nailed to the dock, not to vertical side wall) 49 Chimney Flashing /" I � with Rooting t".emerst �— Roofreg Cement -4 Shingle f-Rod Dock crick« an high side of N 46to rhChimney ~ exi■rid du■■h over ["� Nor>-opn0*19 mNB bees Gashing. louse \\\ one Pike step fleeh)rig for each course. Cann in Owe and rue with 2 nets. 9orw a+r" e1*g in asphalt h PieNc cwrrerd 6 Fourth Course and Remaining Courses ' O Valley Construction --Closed Cut Trim 17" (432 mm) from first shingle in the course, then continue with full shingles across the roof. Fifth and subsequent courses repeat full shingle instructions from Step 3. Carder *A width roll Caaertrr eExtra&ti M*»r in arier of WewalicM "d• No faelenero riNlNrh Fifth Course iStion"Quarenk (t52.m�1 '— e'(I52mm)ofcerderline Full Shingle •rm �) to v■Il•y. Third Course �' ♦ b center s rr..r+ �"...- R ♦ 4".r y Fourth Coursecany some Walter in rocont; i Run ■tartar stlp and Grate tl • athkiye course ahoy toots IAn�L� �' ♦ �' Water 12' (305nm) miRnum % Second Course ` ♦ First Course • ♦♦` , ♦,, Full Shingle gbe&fr � T( ) bads Tr rnmed Shingles 7 Hip and Ridge 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 covers 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. s' (203mm) exposure Bend Hip & Ridge shik" TiMBERTEX* centered over ip or Ridge Hip & Ridge . 4 Nall 9" (229mm) from bottom and 5' (127mm) 1" (25mm) from edge expos" Nail 5.5i8" (143mm) from edge 11 Valley Construction -Open (:ante` 20' (50Grmn) ricr"�n Uitrhlrter01Zr 4' ri st12mm u,ar (ta .. ~ NO Alm rot r w olhw walcr• or lcii"Gusrd► Lsok harrier r (152mrn) ale iii") h Water maim to mew Gashing IN--4s7 ) Wong' age to nol rW Gnough Ernhsd a� cement !n vMbyniainsppl�es m Top a(VO" 6' (152mm) ,speaft yid■ belhasoIle' (tQrsrJmj per focttowsm •aver ROOF DIAPHRAM NAILING SCHEDULE, 5h ROOF EDGE 5� r---------- -------- ---- - L—————————— ———————— — — — — —-� I RIDGE 2 ; 1 r - - - - - - - - - - ,2 _----- - - - - --� w J� I ROOFEDGE Fr L- _ --1— T1---- — — — — --I 1 i ROOF DIAPHRAM NAILING SCHEDULE Consult Section R 803.2.3.1 For Additional info 1 8d Ring Shank Nails @ 6" o.c. Edges & @ 12 o.c. Intermediate 2 8d Ring Shank Nails @ 4" o.c. Edges & @ 6" o.c. Intermediate 3 8d Ring Shank Nails @ 4" o.c. Edges & @ 4" o.c- Intermediate N 0 T : A. See Structural Notes for sheathing specifications and wind speed. B. End joints of the roof sheathing shall be staggered and occur over framing membe C. Schedule assumes sheathing is fastened directly to Southern Yellow Pine or Doug Fir or better. D. See truss Manufacture's truss engineering cut sheets for additional permanent bracing that may be required. E. "T" bracing may be used in place of permanent bracing provided it extends over al least 90% of the web. 3 c y 4 � � G i 131 •� N C .0 •40 C rhF�•r hit `� L � v •N m•r ey ,C Ili .. 3 CD o o 00 Mffitt 40 0 of O ) M C V NQ chi =O M U f1' cM •O O L> UJ LL cli CD M to U a E cs 2 E o-EiZ �U L NM �[] tMQ i0 O t O a a p� 0 E r.: 62n rn +- to O m 4) :3 co 1 U N co O o� a) oT- 0) N Z 0 F M U) c tt3 4) ~ 0 I-• o � t- i t"`i a UJ Itaiss— � a LU o � oC JOB NO. ( MASTER DATE JU LY 1, 2015 DRAWN BY Daniel M. Ossman SHEET NO. LS -- 4 f IF; ! I 1! 1 _ ' 1 IN -1.' ! EfR n I J. I I" fn 1A .:!III .4 P, _I J" I 1 11 l''. I "IF In i _ I I I III, 1 01 1 1IL � I I REVISIONS Ih-- NO I DATE I DESCRIPTION T__ __t___ Plate lengths must be at least 8' - 0" long (typ)- om splice over stud TYPICAL TOP BEARING PLATE SPLICE SHEARWALL PANEL: Consists of 1/2" CDX plywood or better nailed w/ 8d common nails, at 3" o.c. edges and 4" o.c_ field also, glue where possible. All other plywood between shear panels to be nailed w 8/d common nails 4" o.c. edges and 8" o.c. field. Roof framing SCALE: N.T.S. Double top plate 1 — V111Ild.7Vl 1 I l l 1 1 V UGl 1.71VW11 1 IVIV will 1 UIQ0 1 .W4U1l W%A Ql U Kw,lJWW11 In ling and end of the shearwall segment adjacent to typical required double stud. NOTE: Use 1/2" diameter anchor bolt doweled into the slab or top course concrete filled stemwall (min. 5" embedment and set in epoxy). TYPICAL SHEARWALL PANEL Double 2 x _ header Single hung window Window sill TYPICAL WINDOW SECTION HEADER SCHEDULE OPENING SIZE HEADER SIZE UP TOT-4" 2 - 2 X 6 nI C"YnW A" 7_13Ya SCALE: 3/4" = 1'- 0" Use Simpson "CS 16" strap or (equal), nailed . ......-r_v . .. . .- ay..v. .. _ --..-- . _ .v.1.. w— ...a -- __V.. ..... rV .w _ end of the shearwall segment adjacent to typical required double stud. NOTE: Use 1/2" diameter anchor bolt doweled into the slab or top course concrete filled stemwall (min. 5" embedment and set in epoxy). TYPICAL LOAD BEARING HEADER DETAIL AT EXTERIOR WALL ONLY See roof framing layout and elevations for more information Metal drip edge 1 x 6 fascia board Cont. vented alum soffit - See elevations for exterior finish over tyvek water resistive barrier over 1/2" plywood sheathing --- 2 x _ P.T. plate w/ 1/2" anchor bolts 21" o.c. (typ)• ' rn 3 cep w 1'-4" Min R - 30 batt or blown in insulation 5/8" drywall ceiling only See roof framing layout for connector Dbl. 2 x _ top plate 1/2" drywall over 2 x _ studs @ 16" o.c. over min. R - 13 insulation Simpson "SP2" at top plate and "SP 1 " at bottom plate 2 - #5 cont. rebars TYPICAL WALL SECTION Grade 4 , 1'-0" SCALE: 3/4" = 1'- 0" — 4" conc slab w/ fibermesh or "opt" 6 X 6 X 10 X 10 w.w.m. over 6 rail." -vapor barrier on termite Treated and compacted clean 2 - #5 cont. rebars OPTIONAL CONC FOOTING u L ti ell c c oC0 0 7� a o % Q. at 4z o ix G Ci L • 1 •� il.r a c as�a� L T a o Pao CLcIS C��o N V- (,4Q M $Ca)gC,as M .2 c6 o 2 LU N� f6� U21 a� - E � --U-vE M O T� U 2 N M p 3 �Q L c0 c c c o Eo I 0 EP-5E �� 2 wO6m w Wit° c0 Uo cu= �� �7 oo c a� cr cry w J F- Q � F- W � J _1 Q Q D � F- 0 0 Z) D a C/) r JOB NO. MASTER DATE JULY 1, 2015 DRAWN 6Y DANIEL M. OSSMAN SHEET NO. S-5 SCALE: N.T.S. SCALE: N.T.S. SCALE: 3/4" = 1'- 0" ToPSP�IGE- o�� Vou R,xTa- L E ^qF4 S r i Li `3T gE 49T LEAST Eti1-O' LOt. �`'t1rP} 5C�Ti on SPL I G E, c►/E (Z sTU P TYPICAL TOP BEARING PLATE SPLICE SHEAR PANEL: Consists of CDX plywood or better nailed w/ 8d common nails, at 3" o.c. edges and 4" c.o. field also, glue when possible. All other plywood between shear panels to be nailed w/ 8d common nails 4" o.c. edges and 8" o.c. field. All plywood edges (in shear panel areas) supported by 2" x _ shear panel ends w/ (2) Simpson "CMST" straps (or equal), nailed to each stud top and bottom. Qoo F FaM i SCALE N.T.S. ���l.E�'oP PLATE �E �I of S�IF�va� (2� i/.dcoMMo►.l TOP AnlD ecrfor1 all Pi.O'f�.�.u-STu aS L OOL-P VOMj P()( 101' G�Z o LT ALT 3 '' 0 x <o' POLL L L I �J .A , V.+Ac)lz 6 oz EQUAL' "1`(P. bdro S I DES. TYPICAL SHEARWALL PANEL V�11� Doan! 51 U• TYPICAL WINDOW SECTI HEADER SCHEDULE OPENING SIZE READMItS SIZE UP TO3'-4" 2-2"X6" 31-5"TO5'-4" 2-2"X8" 5'-5"TO8'-6" 2-2"X 10" 8'-7"TO 12'-6" 1 2-2"X 12" Z, �J VVu.lDow 0 SCALE 3/4" =1' - (7' SI rr Pgo ''G rfsr ST Ap (02 EQ UAL I L.ED Tb 6 z)1 � d Go r1 to S -7 Tv r , y t t �► EJ-LP OF S 0 E12 ALL xT-''i'b r11 >J I r1 U rM L70U BLL BUD C'Typ). TYPICAL LOAD BEARING HEADER DETAIL AT EXTERIOR WALL ONLY Fiberglass shingles over 30 Ibs felt over 1/2" plywood sheathing or "opt" 7/16" OSB sheathing with roof structure spaced no more than @ 24" o.c.. See roof framing layout and connection schedule for additional information.. I''�(lo''FASGIA Pjp1�D C�-}r, �D s FE aEyxno�l FaR EXlr-E fZ R F Q I S 1a oVC Z 15 FELT c�✓E2 � " Pl.`fWOOD U5E S I rl 1 24' S'T'Qt�P so �1>J EGTI �oTi-I I- o F 0 R ti,J D Wb, LLTO 6k�JD 5pel-&rl ti01rE ; ExTE�p FLYwoov S�1E.c�''ro bol-To r42D F E4+..ID x o LTs e, 21 "o.G . (TYP) z�Dj� _: G �► I L1 e- 38 �FO¢je i Go ►JECTaR '/z'' G2�w� OVER 2,'' x _ STU D5 6 1 4-o" O,G. C>,/EZ 12-1310SUL. �PLYwoo D FLooR L Eo,T-0 I I`�' o e 2- S Ef- '1 Yo FLOO� FG��' L. I,...J o � F D �a►.1L�WD.U- Cf, ILi'V, " P2YW NU .. OV A 'X_ 'C:�-ruDs C8 Ico'' a, C' oVEZ iZ -13 1►-JsUL, S1 r'I F50j "SP2"TOP PLATE- i r ♦ ,,-r- w -Z A*1- H F O � . • w O 8 d N i J d 0 LL 4" C.O t5L1�$ oZ OPT 60 x Co x 10 x I O W W. r1, OVEN. C.o rl 1 L- ��r� eSaRQI ER o ►� wj D TYPICAL WALL SECTION REVISIONS NO.1 DATE DESCRIPTION � pd w V ` o M C C _U 6o E a o w a� E an W GOD �oo °1. 3 ,) C .v •G a 0 0c 1 CL o ao N �"� C0,04 ° a o W C V N¢ M - N c as cc >aiW°0 >8 ��-° �z�,W-jU- 0 N -, = ti Q U Q o� aE U-aL «t O O E U 2 o M � 0 3 w¢ > c �E,c c� t E r"6 wo 0M � � L 2m6 6 �C9 N� o � 00 U -0 o aH C -E ~ 0 W cr .j W Q W F— Q W in 2 t» j r Q Q D D F-- F— U � D M F- CD JOB NO. MASTER DATE JULY 1, 2015 DRAWN BY Daniel M. Ossman SHEET NO. �., LIZ SCALE: N.T.S. SCALE: N.T.S. SCALE 3/4" =1' - 0" S-6 REVISIONS NO. DATE DESCRIPTION "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" -5"-V-0" v-0"-12"-0"12'-0"-16'-0" 24" 0'-0"-4'-0" P4"-O"-r-O" T-0"- 10'-O" 10"-0"- 14'-0" Scissor Gable - (1) 2" x 8" #2 S.P.F. @ Each Vertical and (2) 2" x 8" Full Height @ Diaphragm Blocking NOTE: 1. "L Bracing must extend at least 90% of web length except, scissor gable which requires brace to extend foil height of gable. 2. "L" Bracing to be fastened to gable stud with 10d x 3" nails @ 4" o.c. T1 x 411 "T 1' f l.cXkl 2'1A4 (�j1�CL�(It� e, ����.G. it �jl t�-:�"Nc ev lod US e 4''o,c. (r.) SINGLE "L" BRACING DETAIL SCALE: N.T.S. 21'x 411 "T', E wcK I i-k Z' / A 11 3 LOG i N� 64 a''o.C. 11 L21 ez4e, N-TT E P vv/ 10 d ai L_5 4-" o. c. (- y P' ) �A-&E, TEU,55 WEg DOUBLE "L" BRACING DETAIL ,0- . rf, r _v-r2 1Cc • o I I I 11.&0 ..JI 1 IF VViv %-W L �. E.&C0 smD tryp a End STU P TYPICAL GABLE END BRACING DETAIL Pi /t I { r2 t r fi Gi A- v-r SCALE: N.T.S. Vi uv%wJ %%..& IVY vIV. TYPICAL BALLOON FRAMED GABLE END BRACING DETAIL u 3 .? d y 'C C v m b � o � L A • � w A V o C a) s a� a C) N ao aLO C�om C �Cv 0 O U V N Q M C N C 6 (M O .a > •V M O Z - W _j U- OO .. � L LL 4 ) M fl. EE U -O � cv O T:EU 2 �M 3 CD Q .> co C v E E-� v°, �rn :3 (n `' ca N O m O V500MMOM= Co C O H O vF— =Nd .J w F— Q U) F' Q w Cr °C D II— V � D a: cr F. U) JOB No MASTER D.A-Fl-. JULY 1, 2015 DRAV"N BY DANIEL M. OSSMAN SCALE: N.T.S. SCALE: N.T.S. SHFFTN S-7 3(0 o.c,.'roP (loP_D f�WCXIJ6 Fbz F 105T' Pope ec�q5 of ussEs �� 2 - Iced TOE. 1 Ls 6,,. E1J D 22, Y,41' cgc6s- Fas�r�.►ED J of r-W I04,c 2'Ix 4'' 11T1' o j Top �LOGKI 4'' o. G. (-TYP) Hsu V�/a LL� f5cZ.IZ-a ED `18cS COO L-� L. o 0- 1 /4" L,01,4 pLV'rtN©LL. SC2Eiovs Foe FI esT 8'-o'FBI &I p \AlA u, & 4 0. G , (--rrP ) '15r 1: 4, POW b, e��K I kk Fc� rrI �zsT S'-o' op EJ.1D W4 -L- "W/2 - 160 d To E �-J&I LCo- e EA., E.'�.j.D - SiMrsoiJ ''IJro`' oz EQUk, olllrwo k/cz 24'' O.C. 058 � E'sT. I oL.'opr '` Q I ��P �E�� L 'y1 Z Q x I' " f,wD,1 l- S 8 lo' O. C. � E-Q� E's � 12110.C. FIELD ''L.''BlZbCE' 0 E t�i ►-E,&ST 9 o %�- (SE.-rA)LE) S�SEC,Tio� Fo¢. ADUITio�.�s.t, iaFo2��-no�l � Co�l�1Fs-r�orJs 2''x — s-nj DS e I Co'' O.C. SECTION - TYPICAL GABLE END BRACING DETAIL SCALE: N.T.S. -i) o,G. -Tb P Cr�2� LUCK I S I m Ps o 1 '' 01 O'' O vZ EQLJ aL Fc� IZ FI 25-r FoLJ0-�s 6 EA • oLJTIaoI�C�e. of 1-1211�>sES Y�// 2- I -� � � I L.S C�'. Ep. , Ea � o LtTtr� k;� G.. 24,E 0. e. Z11,c 4" C.Z05S .. sIMPSoU "LST1� (gr ��� Z1�E . . FAs�cp 8 E.aC� 450 Jo I r�T" 24," � �o/Sj e SSyDI I oD 2t-.�A�,�I o/PI�T" o ,, L�D w l ME-E I.E�D o, C. ��AC .I00--) , ,F.D 2'' 41' "T" o j To P of Rb,� E, 6u:x,ki Fp..sTEj u7 /Icx�. ' Isla I L-s G 4" o z , --- � 5/5'' 012 %Z'' CAI u ►.. sE. 4YF'S U r') W,6,L L 5O40-D FAST'F.,�ED W/Sd copLEZ 041 LS 0 2 1 �4 " L.v P�`(v`/ALL ne Er lWS Foz eST a- 0 Mori (� V/A LL. e4'' 0. C, tr(P) — ✓-AO'' o.C, Z"x4" &IEL el FoZ r I �2S-r a'- of Est D vJALL- '' L'' &�E-, -ro © 4T I L E -,S1- C) O `ro O $ L,F�GI (se-e. --raBLr-) _. • M■ • Foe bk(ipi-nolkIN, Z'" x _ S LJ DS G9 I Crn'' o . C, SECTION - TYPICAL BALLOON FRAMED GABLE END BRACING DET SCALE: N.T.S. SECTION SI MP50Q "MTs Imo' 0 v- E.QLJbL- DPI, ZZ, x ._._ Tof r FL90N.tTf- SI M Pso►� '' SP2�� 02 E-Qu 15L SCALE: N.T.S. To EI,� I L_ v'// 2- I (o d J&1 L S I od x 3" o. C. �,g G" o, C . (TYP) 2'x 42' o G 24'' o,C. w/2-IOd 04.1L.SF�jzJoiQ-r M1o, 21x4" eu0IjE 5 ALTERNATE NON - DROP GABLE END DETAIL SECTION 2" )(4" "T" o it i-op or &J a, to d x (2) I (.ad K6 Los 2''x 4" 6L-(X K1j4 SCALE: N.T.S. SCALE: N.T.S. REVISIONS NO. DATE DESCRIPTION 4 I C Quo Nco 0 0M !Y 04 C m� �O AD O C:)CM 0 C¢ tl o CL) Ucn fY Q Ls �WJLL mCo�� m� 00 Ea-4U�t� -v p :3 rn - ?W> 0 .5 aEon fl._ i (on 0) L L ♦� y O m O � 10 wooer=�� U co 5.� _ _O H� UI-2Na. C) m W _ F- Q cn F— Q W � 0 J J Q Q D U U D cr r�- 1 JOB NO. MASTER DATE JULY 1, 2015 DRAWN BY DANIEL M. OSSMAN SHEET NO. S-8