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HomeMy WebLinkAbout134 Calabria Sp Cv 17-1328 (A) HOME ADDITIONECEIVE CITY OF SANFORD BUILDING & FIRE PREVENTION MAY ~ 9 2014 PERMIT APPLICATION (� . Py.. Application No: 7 - / 3 ,. s �o Documented Construction Value: $ Job Address: Sn .�'> U PhG )� 1'71 Historic District: Yes ❑ No Parcel ID: 3 - r' -30 �--Sl-•.Y-0�,`('�(� �--(0= Residential Commercial ❑ Type of Work: New ❑ Addition lAlteration ❑ Repair ❑ Demo ❑ atange of use El Move ❑ Description of Work: ►"1hNV ,6 Er (tFAF7")?4)OM r _WC- 1 1-_- �� C'C�fU - I Plan Review Contact Person:o-� )`-o t/ (fC, n. k Title: P2cS , Phone: _,zc Email: Prop rty Owner Information II NFtme [� �fN '�� 1 01U Yltone: :7U7_9/0_9/i� _ffQ �-1 1� Street: I Zi?_ C 4Arlu'7"f� f� {� Resident of property? ; Lk)a P'Ifc,eas City, State Zip: ta� Mou?_(/ , �L-• � j (— Contractor Information Mame 1&rtitrie Phone: r Street: (,, (0 V We o Ct---F'zPm_ Fax: /A City, State Zip: f iZ�.'\ I E % !- ! State License leo.: C6 c 1 z_ I G3 e_ Arehiteet/Engineer Information Name: RAL Phone: Street: g zJ L( Fax:L�0 I "" Z City, St, Zip: Al -mit e wc-S"I r`r � � F�., E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE. OF COMMENCEMENT MUST BE RECORDED AND POSTED ON 'TILE JOB SITE BEFORETHE FIRST INSPECTION. IF YOU INTEND 'TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certiry that no work or installation has commenced prior to the issuance of it permit and that all work will be performed to meet standards of all laws regulating; construction I/ in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,>J furnaces, boilers, heaters, tanks, and air conditioners, etc. 1�/ FBC 105.3 Shall be inscribed with the (late of application and the code in effect as of that date: 5111 Edition (20 W) Florida Building Code Revised: June 30, 2015 Permit Application Revision ❑ Response to Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov r Permit 0 / 3 z JQ Submittal Date Project Address: I D9 (5,q L A Contact: Ph: 3 2-1 z-1 C2 Fax: / 6� Email: Ce)u(6C-t� Trades encompassed in revision: Department Building ❑ Plumbing ❑ Electrical Planning Mechanical ❑ Life Safety ❑ Waste Water General description of revision: UJ et U�00- C�, 4( *l j oAA� ! J��7JCLc V ROUTING INFORMATION Approvals ❑ Building 5- ZG• I7 Department ❑ Utilities Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention General description of revision: UJ et U�00- C�, 4( *l j oAA� ! J��7JCLc V ROUTING INFORMATION Approvals ❑ Building 5- ZG• I7 Existing Living Rm, Existing 8'--0" Vaulted Ceiing (NO Modifications, U.N.O.) w ■ Existing 6068 SGD (To Remain) Existing Rear Lanal Existing 8'-0" Vaulted Ceiing (NO Modificailons, U,N.O.) Scope Of Work 1. Crafts Room Addition (Under Heat &Air) /V If A Dowel Is Missed, Applyy V th Epozy (Simpson #E With 6 Embedment. Drill 3/4 Diameter doles For # Dowels. Filed Cell With (1) #5 Vertical (TYP) a A� a Add 1x4 Furring To Existing CMU i Existing Kitchen � Nook proposed Gras gym. Existing 8'--0" Vaulted Ceiing >» 8 0 Rat Ce11ng (NO Modifications, U,N.O.) Existing HB On Exterior Wall To Be Relocated To Here j Cut Now Door Opening In CMU M © W s / d - In Existing 52" W. x 60" H. SH ® " (To Remain) l Linter: M--8 (J) Lim M 0 52"W,xGo" H. SH (-32, 'PSF) �• 5'-10" 5'-l0" 12' 10 3/8" 11,-8, Existing/Proposed Floor Pian Existing Areae To Not Be Remodeled KAM tip. QUALITY PRECAST COMPANY Noted Otherwise i � ERVIC P.O. Box 11 -Brandon , FlG'ONor da 33509-0011 (Unle5s ) TAMPA DISTRICT ORLANDO DISTRICT SPRINGHIt_i. DISTRICT 2'-10' t DISPATCH DISPATCH DISPATCH t0v70rD 813.665,5615 Hillsborough 407.877.1060 Mega Orlando 352.706,2601 2'-2' Recaat 727,821.6227 Pinellas 366.228.2112 Volusla 10000 M-3 863.425,3070 Polk 2'-8' rtecaet w ww. qua ztyyreca,st. com 1 Proposed Grafts Room Addition Air), 186 S.F. AISTRnlCRETE FOR: (Underhat LOTT�S CONCneTe PRODUCTS, INC. COMMERCIAL CONCRETE PRODUCTS, INC./ WEKIWA CONCRETE PRODUCTS M-5 4'-8' FL 5092 QUALITY PRECAST CO. - FL 1410 - Rl Total Proposed 186 S.F. 8414 FL 1774 - RI Note5 i n 1 Tie New CMU Wail To Existing CMU Wail With (1) 5 I�! 1 At 24" O.C. With Epoxy With 6" Embedment (TYP� •i4 3" x3" x 1/2" Steel Angle With 1/4" Diu, x 1-1/2" Topcons At 8" O.C. Min. Bearing At Each End To Be 8" CI SeCtion AT Steel Angle General Lumber Notes 1. All Lumber to be Southern Yellow Pine #2 with maximum content of moisture 197. Exterior Lumber to be Pressure Treated, Studs May Be Spruce #2, Structural Notes. 9 During. Dema/Construction, If' It Determined That Any Actual Conditions Differ From What Is Shown On Plans, Contractor - To Contact Engineer For Further Review. i All Interior Walls Being Demo'ed Are Assumed To Be Non -"Bearing Walls; Contractor Is To Field Verify. now NOTE: Specified Composite Lintel Is The Minimum Acceptable. Any Extra Courses Of Block Above Lintel Are Acceptable, As Long As All Courses Above P,C. Lintel Are Filled With Grout, Gontractor To Field Verlf All Existing Pre -Gast Lintels Are Min, 16" Composite Lintels DETA L, II I4 0 g F.F,) SI Min. With flesh Supported 6 MIL Vapor mite Treated Fill Proposed Foundation Plan =Existing Areas To Not Be Remodeled (Unless Noted Otherwise) Notes Q Tie New Stem Wall Footing To Existing Stern Wall Footing With (2) #5 With Epoxy With 6" Embedment (TYP) Footings Have Been Designed For A Soil Bearing Pressure Of 2000 PSF, If A Dowel Is Missing, Apply With Epoxy (Simpson #ET) With 6" Embedment, Drill 3/4" Dia. Holes For #5 Dowels, If Stemwall Exceeds 32", Fill All Cells With Grout And Apply (1)-•#5 Vertical At. 4' O.C. (Max.) If Stemwall Exceeds 48", Fill All Cells With. Grout And Apply •(1) #5 Vertical At 4' O.C. (Max) And (1) #5 Horizo'n'tal' At 24" O.C. In U --Block If A Dowel is Missed,Apppiyy With Epoxy (Simpson #£T, With 6" Embedment. Qrill 3�4 Diameter Holes For #a Dowels. �r REC00 COPY #5 Rebar In Conic. Filled Cell Per Floor- Plan, WJR6 25' • Overlap Tied To Cont, Rod Textured Conc, Stucco - In Footer And Bond Beam Over 8" CMU - - 0'-.0" F.F. � _ I;• 3 1/2" Conc. Slab With p j III? Vapor Barrier —LIJ REVIEWEf� f'CFi CODE COMPLIANCE -� PLANS EXAMINER 16" (2) #5 Rebar Cont. DA1h Stem Miall Footer�ti�-- ` S>pANFORD BUILDINCa DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORiT`Y TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER n n �1 { REQUIRING A CORRECTION OF ERRORS IN PLANS, Ge i ler�i �D�dat�Vn 1 Vol e5 CONSTRUCTION OR VIOLATIONS OF THIS CODE r 0 • .a C? p 1. Ali Concrete Slabs Shall Have A Compressive Strength Of Not Less Than 2500 P.S.I. V) At 28 Days. Slabs Shall Be Reinforced With Fiber Mesh On 6 Mil. Vapor Barrier =max � Over Clean Compacted Termite Treated Fill, v `� -� U) C:2 2, Concrete Footings ShalKlave A Compressive Strength Of Not Less Than 2500 P.S.I. $ E; C-11 At 28 pays, Reinforce Footings With #5 Bars As Indicated. All Bars Shall Be Deformed, And Shall Conform To ASTM Designation A305, And Be Clean And Free From Rust And a cs Scale. Splices Shall Overlap Atleast 25 Min. All Rebar To Be Grade 40, �)N\JD �L X2 o - • 3. For Concrete Block Walls Providu Concrete Filled Cells (i) #5 Bar Vertically Cont. From Rfl 't c> Footing To Tie Beam At All Corners And Where Otherwise Noted As Per Foundation Plan. SA'NFD _S= =tom NOTE: FOOTINGS HAVE BEEN DESIGNED FOR A ((SSO�OIL IiDEARING PRESSURE OF 2000 PSF. a ) ' +J �-7 - 132-'0 Ok to install 186 s uare foot room as shown Q CL C.3 on plan. Meets area and dimension QUIGLEY • � _ -''� �� regulations for Calabria Cove Planned • E: 04.25.2017 F1'�f Dl" -'PT. Development. Addition shall not encroach �L.E: 1/4"=1'-0" into any easements. -ET: Propp5ed Floor Plan And Foundation plan OF: 3 TA%rz No, 4 GRAVITY 4 UPLIFT 9AFiw LOAD$ (PLFJ B' x l6' COMP0ITB ONTIELS KAM tip. LNML LENGTH CLEAR OF'AN 1.11m TTP9 QMAIT SAFE LOAD 6alp VWL PETAL ,1 MIA 2'-10' I'-6' Precast t0v70rD M-2 3'-6• . 2'-2' Recaat 10000 M-3 4'-0' 2'-8' rtecaet WOW M-4 4'-6' 3'-2' Procaet 9167 M-5 4'-8' 3'-4' Precast. 8414 M-6 3'-4' 4'-0' Precast 601 N-1 6'-0' 4'•6' Precast 5015 M -a 6'-4' v-0• Precast 4r15 M-9 604' S7-2' Precast 3934 M-10 6'4 5'-4' Pracaat 3119 M-11 T-6' 6'-2' Procaat 29171 M-12 1'-8' 6'-4' Precast 2196 M-13 8'-0' 6'-8` Recast 2581 M-14 0'4' 1'-0' Precast 2 % M-15 9'4 8'»0' Precast 1969 N-16 10'-6' 9'-2' r?scaet 1621 M-rl n'-4` 10'-a' Ro aet {455 M-18 12'-21' to' -8' Preoaat 1335 M-19 1:7'-61 111-2' Precast 1251 M-20 13'-4' 12'-0' Precast 1144 M-21 14'4)' 12'-8' Proud 1066 M-22 14'-8' 13'-4' Praatr0000d 1294 M-23 151-4' 14'-o' rmtreosed 1160 M-24 rl'-4' 16'-0` Freatreb"cl 982 M-25 19'-4' 18'-0' estraeead 849 M-26 20'-0' I8'-8' Praatreaead all M-21 21'-41 20'-0' Prastraased 146 M-28 22'-o' 20'-8' PPestreased 1r1 M-29 1 24'-0' 72'-8' Freetreaaed 640 NOTE: Specified Composite Lintel Is The Minimum Acceptable. Any Extra Courses Of Block Above Lintel Are Acceptable, As Long As All Courses Above P,C. Lintel Are Filled With Grout, Gontractor To Field Verlf All Existing Pre -Gast Lintels Are Min, 16" Composite Lintels DETA L, II I4 0 g F.F,) SI Min. With flesh Supported 6 MIL Vapor mite Treated Fill Proposed Foundation Plan =Existing Areas To Not Be Remodeled (Unless Noted Otherwise) Notes Q Tie New Stem Wall Footing To Existing Stern Wall Footing With (2) #5 With Epoxy With 6" Embedment (TYP) Footings Have Been Designed For A Soil Bearing Pressure Of 2000 PSF, If A Dowel Is Missing, Apply With Epoxy (Simpson #ET) With 6" Embedment, Drill 3/4" Dia. Holes For #5 Dowels, If Stemwall Exceeds 32", Fill All Cells With Grout And Apply (1)-•#5 Vertical At. 4' O.C. (Max.) If Stemwall Exceeds 48", Fill All Cells With. Grout And Apply •(1) #5 Vertical At 4' O.C. (Max) And (1) #5 Horizo'n'tal' At 24" O.C. In U --Block If A Dowel is Missed,Apppiyy With Epoxy (Simpson #£T, With 6" Embedment. Qrill 3�4 Diameter Holes For #a Dowels. �r REC00 COPY #5 Rebar In Conic. Filled Cell Per Floor- Plan, WJR6 25' • Overlap Tied To Cont, Rod Textured Conc, Stucco - In Footer And Bond Beam Over 8" CMU - - 0'-.0" F.F. � _ I;• 3 1/2" Conc. Slab With p j III? Vapor Barrier —LIJ REVIEWEf� f'CFi CODE COMPLIANCE -� PLANS EXAMINER 16" (2) #5 Rebar Cont. DA1h Stem Miall Footer�ti�-- ` S>pANFORD BUILDINCa DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORiT`Y TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER n n �1 { REQUIRING A CORRECTION OF ERRORS IN PLANS, Ge i ler�i �D�dat�Vn 1 Vol e5 CONSTRUCTION OR VIOLATIONS OF THIS CODE r 0 • .a C? p 1. Ali Concrete Slabs Shall Have A Compressive Strength Of Not Less Than 2500 P.S.I. V) At 28 Days. Slabs Shall Be Reinforced With Fiber Mesh On 6 Mil. Vapor Barrier =max � Over Clean Compacted Termite Treated Fill, v `� -� U) C:2 2, Concrete Footings ShalKlave A Compressive Strength Of Not Less Than 2500 P.S.I. $ E; C-11 At 28 pays, Reinforce Footings With #5 Bars As Indicated. All Bars Shall Be Deformed, And Shall Conform To ASTM Designation A305, And Be Clean And Free From Rust And a cs Scale. Splices Shall Overlap Atleast 25 Min. All Rebar To Be Grade 40, �)N\JD �L X2 o - • 3. For Concrete Block Walls Providu Concrete Filled Cells (i) #5 Bar Vertically Cont. From Rfl 't c> Footing To Tie Beam At All Corners And Where Otherwise Noted As Per Foundation Plan. SA'NFD _S= =tom NOTE: FOOTINGS HAVE BEEN DESIGNED FOR A ((SSO�OIL IiDEARING PRESSURE OF 2000 PSF. a ) ' +J �-7 - 132-'0 Ok to install 186 s uare foot room as shown Q CL C.3 on plan. Meets area and dimension QUIGLEY • � _ -''� �� regulations for Calabria Cove Planned • E: 04.25.2017 F1'�f Dl" -'PT. Development. Addition shall not encroach �L.E: 1/4"=1'-0" into any easements. -ET: Propp5ed Floor Plan And Foundation plan OF: 3 .Proposed Electrical Plan � =Existing Areas To Not Be Remodeled (Unless Noted Otherwise) Legend dp Duplex Receptacle Outlet Floor Joists Exterior Weather—Proof Receptacle Outlet ® Special Purpose Outlet � Recessed Can Light (Moisture Resis,) © Recessed Can Light IF, Wall Mount Light Outlet 2x8 12" O.C. 19'--6" Max. Span Ceilin Fixture Outlet. ::j 1� Ceiling Fan Prewire $ Single Pale Switch w 3—Way Switch Proposed Rear Elevation 1 1W 1 w wo All Detectors Shall Be Smoke/Carbon Monoxide Combo. All Non—GFI Outlets To Be On Arc Fault Interrupters And Tamper Proof. GFI Outlets Outdoors, Garages And Kitchen/Baths. All Electrical Shall Be in Accordance With The 2011 National Electrical Code. Exiting Home Hazard Detection Upgrades: 1. Provide Smoke Detectors In All Sleeping Rooms And Within The Immediate Vicinity Of Sleeping Rooms & Carbon Monoxide Detectors Within .10' Of All Sleeping Roams If Not Existing. 2. All Smoke Detectors Are To Have Battery Back—Up And Be Hardwired And Interconnected So That In The Event One Is Activated, All Are Activated (If Not Existing) Unless Said Interconnecting Arid Hardwiring Would Require Removal Of Interior Wall Or Ceiling Finishes Which Expose The Structure. 3. All Smoke Detectors Are To Be Located No Less Than 36" From Ceiling Fan Blades. .'•(J(;�.}. IX it: i)•i'•r% r•,r ,...J). Ceiling Joists Floor Joists 2x6 12" OX. 14'--9" Max, Span 2x4 12" O.C. 9'-3" Max, Span 2x12 12" OX. 23'- 4' Max. Span � 2x4 16" O.C. 8'-7" Max. Span 2x12 16" O.C. 20'-2" Max. Span 2x6 24" O.C. 11'-9" Max. Spon IF, 2x12 24' O.C. 16'-6" Max, Spun 2x8 12" O.C. 19'--6" Max. Span 2x6 12" O.C. 14'-9" Max. Span 2x10 12" O.C. 19'-11" Max. Span 2x8 16" O.C. 17'-9" Max. Span 20 16" O.C. 12'--11" Max, Span 2x10 16" O.C. 17'-3" Max. Span 2x8 24 O.C. 13-•2" Max. Span 2 24C. W6" Max. Span 2x10 24 0.0, 14-1' Max. Spon 2x10 12" O.C, 24.10" Max. Span 2x8 12" O.C. 19-•2" Max. Span 13'--4" 2x10 16" O.C. 22'-1" Max, Spun 2x8 16" O.C. 16'-7" Max. Span Three 2x10 24" OX. 18-•1 Max. Span 2x8 24" O.C, 13'-7" Max, Span 16 2x12 12 Q.G. 26-0 Max. Span 2x10 12" Q.C. 22-9 Max. Span 24 Spruce Fir 2x12 16" O.C. 26'-0" Max. Span 2x10 16" O.C. 19--9" Max. Span T4'-4" 2x12 24 O.C. 21-4 Max. Span 2x10 24 O.C. 16'- 1 0 Max. Span Three NOTE: All Spans Based On #2 Southem Yellow Pine Design Loads Of 20 PSF-Live Loads 10 PSF-Dead Loads 2x6 Southern Pine 16 Three 17'--0" 2x6 Southem Pine t7. Three 19'-8" 2x8 Spruce Fir 16" Three 18'-0" Err 12" /..,i t:: •: � } �, 16" t I 22'-4" 2x8 Southem Pine 12" Three 24'-0" 1-5/8" X 8" A.B. 18-16D 3480 HTT22 1-5/8" X 8" A.B. Start Of Addition 18 Cant, Ridge Venting (TYP) Conventionol Framing Spons (Max. Span Is 24" O.C,) Rafter Spans Ceiling Joists Floor Joists 2x6 12" OX. 14'--9" Max, Span 2x4 12" O.C. 9'-3" Max, Span 2x12 12" OX. 23'- 4' Max. Span 24 16" O.C. 13'-5" Max, Span 2x4 16" O.C. 8'-7" Max. Span 2x12 16" O.C. 20'-2" Max. Span 2x6 24" O.C. 11'-9" Max. Spon 20 24 O.C. 7'-3" Max. Span 2x12 24' O.C. 16'-6" Max, Spun 2x8 12" O.C. 19'--6" Max. Span 2x6 12" O.C. 14'-9" Max. Span 2x10 12" O.C. 19'-11" Max. Span 2x8 16" O.C. 17'-9" Max. Span 20 16" O.C. 12'--11" Max, Span 2x10 16" O.C. 17'-3" Max. Span 2x8 24 O.C. 13-•2" Max. Span 2 24C. W6" Max. Span 2x10 24 0.0, 14-1' Max. Spon 2x10 12" O.C, 24.10" Max. Span 2x8 12" O.C. 19-•2" Max. Span 13'--4" 2x10 16" O.C. 22'-1" Max, Spun 2x8 16" O.C. 16'-7" Max. Span Three 2x10 24" OX. 18-•1 Max. Span 2x8 24" O.C, 13'-7" Max, Span 16 2x12 12 Q.G. 26-0 Max. Span 2x10 12" Q.C. 22-9 Max. Span 24 Spruce Fir 2x12 16" O.C. 26'-0" Max. Span 2x10 16" O.C. 19--9" Max. Span T4'-4" 2x12 24 O.C. 21-4 Max. Span 2x10 24 O.C. 16'- 1 0 Max. Span Three NOTE: All Spans Based On #2 Southem Yellow Pine Design Loads Of 20 PSF-Live Loads 10 PSF-Dead Loads Limiting Height Of Studs Size, #2 Grade O,C. Spacing Blocking # Of Rows Max. Ht. 2x4 Spruce Fir 16" None 8'-0" 20 Spruce Fir 1611One 890 10'-0" 20 Spruce Fir 116 — Two 12'-0" 20 Spruce Fir 12 11Three 1000 14'-0" 2x4 Southern Pine 16 Three 13'--4" 20 Southern Pine 12 Three 15'-0" 2x6 Spruce Fir 16 None 9'-0" 24 Spruce Fir 161,Two 1640 T4'-4" 20 Spruce Fir 12 Three 16'--0" 2x6 Southern Pine 16 Three 17'--0" 2x6 Southem Pine t7. Three 19'-8" 2x8 Spruce Fir 16" Three 18'-0" 2x8 Spruce Fir 12" Three- 21'-0" 2x8 Southern Pine 16" Three 22'-4" 2x8 Southem Pine 12" Three 24'-0" Connector Schedule Model # Fasteners Uplift (133) SPI 6--•10D 4-1 OD 585 SP2 6--10D 6-101) 890 SP4 6-10D X 1-1/2" 735 MSTI2 14 -IOD X 1-1/2" 1000 MTS20 14 -IOD X1-1/2" 1000 LSTA12 10 -IOD ! 805 LSTA24 18 -IOD i 1235 LSTA30 22 -IOD 1640 LSTA36 26 -IOD Otherwise) 1640 MSFA36 26-•10D 2050 HEW (1PI_Y) 10-10D X 1—i/2" 1805 HETA16 (2PLY) 9--16D 1810 HUS26 14-16D 6--16D 1550 HGUS26-2 20-16D 8--16D 2325 FGTR 2---1/2" X 5" T1TEN 18 --SDS 1/4" X 3" 5000 I•ITT16 1-5/8" X 8" A.B. 18-16D 3480 HTT22 1-5/8" X 8" A.B. 32-16D SINKERS 5250 . ABU44 1-5/8" X 8" A.B. 12-16D 2200 ABU66 1-5/8" X 8" A.B, 12--16D 2300 HTT5 26-16D X 2-1/2" 5/8" A.B. 5090 H2,5 5-8D 5-81) 415 H3 4-8D 4--81) 455 HTS20 24—IOD X 1-1/2" 1450 A35 12-81) X 1•-1/2" 450 Asphalt Shingles TYP O.H. o ----5/8" Textured Conc, Stucco Over CMU (TYP) Q .....I..,...,..,., -q�0'-0" M. Unless Noted Otherwise: 1. Use HETA16 CMU To Trusses, If A lintel Strap Is Missed, Apply (1) HTSM16 With (4) 1/4" x 2 1/4"' Tapcons For 1,175 LBS, Uplift And (2) HTSM16 For 2,350 LBS. Uplift, Design Requirements: 1. Live Loads For Floors is 40 PSF 2. Live loads, For Roof Is 20 PSF 7/8" Textured Conc, Stucco Finish Over Galvanized Laih Over 1(15 Felt Over House Wrap Over 7/16" OSB (TYP) ALL ROOF TRUSS HANGERS ARE 5HAPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE TI-IA422 UNLESS NOTED OTHERWISE, r Windows Note: All Windows To Meet U --Factor (0.4) And SHGC (0.25), x s 7 Lath Nailing Note: All Lath And Lath Attachments Shall Be Of Corroston-Resistant Materials. Expanded Metal Or Woven Wire Loth Shall Be Attached With 1-1/2in. Long (38rnm), 11 Gauge Nails Having A 7/161n. (11,imm) Head, Or 7/8in. Long (22,2mm), 16 Gauge Staples, Spaced At No More Than bin. (152mm). Weep Screeds Note: A Minimum 0.019in, (0.5mm) (No.26 Galvanized Sheet Gauge), Corrosion -Resistant Weep Screed Or Plastic Weep Screed, With A Minimum Vertical Attachement Flange Of 3-1/2in. (89mm) Shall Be Provided At Or Below The Foundation Plate Line On Exterior Stud Walls in Accordance With ASTM C 9Z6, The Weep Screed Shall Be Placed A Minimum Of 4in. (102mm) Above The Earth Or 21n. (51rnm) Above Paved Areas And Shall Be Of A Type That wll Allow Trapped Water To Drain To The Exterior Of The Building. The Weather -Resistant Barrier Shall Lap The Attachment Flange. 'Rio Exterior Loth Shall Cover And Terminate On The Attachment Flange Of The Weep Screed, Water -Resistive Barriers: Woter-Resistive Barriers Shall Be Installed As Required In Section R703.2 And, Where Applied Over Wood -Based Sheathing, Shall Include A Water -Resistive Vapor-•Perrneable Barrier With A Performance At Least Equivalent To Two Layers Of Grade D Paper. The Individual Layers Shall Be Installed Independently Such As Each Layer Provides Separate Continuous Plane And Any Flashing (installed In Accordance With Section 8703.8) Intended To Drain To The Water -Resistive Barrier Is Directly Between be Layers. EXCEPTION: Mere The Water -Resistive Barrier That Is Applied Over Wood --Based Sheathing Has A Water Resistance Equal To Or Greater Than That Of 60 -Minute Grade 0 Paper And Is Separated From Stucco By An Intervening, Substantially Nonwater-Absorbing layer Or Designed Drainage Space, U -M L L 11 J .. ........: ... . ........ : — 1 Tit O.H. Proposed Lei Side Elevation -"-" '"�"'-"•--•-"'"'�' ----wStart 0f Addition 5/6" Textured Conc, Stucco over CMU (TYP) proposed Electrical plan, Tru55 Layout, And Elevotim BUILDER: BUILDING DESIGNER: t±eve. Ciijisrut(laq ��dditioris., L1g14C61, iclgr,• 226 Oak Road Winter Springs, FL 32708 407.435.6959 SOanjoudesigns@ott.net STRUCTIJ,RAL ENGINEER: 'cn ca 17: tt- �' ra CO .t.�- LoC;] cl� Lo 1 � 4 -� F4 . V!"�. � p VZ C/i � r-• O . W er) p x G F lL U STRUCTURAL NOTES: c.a 0 p - ¢' co }— u7 C c a� < CO mom. , s 3 u) CJ U, C� :U) 1 ra �l U W C C E i_ tU Ll. Q) 0 C7 D p L2 �V) :12 a_ IM E �� CD Q � �' `r' •u) � in a ,� v F c C7 o cn o� a' cel v C�'p- p cn . ¢' �2 cV rte, a°' E j o w a Q N r � cn ,-: c.1 rri Revisions p Q Cn S� 7 is, p "'•. _ J' t2 r7 V_ flit CD JOB: QUIGLEY DATE: 04.25.2017 SCALE: SHEET: OF: 3 ROOF FLOOR TRUSSES TRUSSES ACCU SPAN TRUSS CO. 407-321-•1440 / 386 -872--5098 / 352-557-49D1 rPNGWO011 / UItMOIJr) aGACH / h1ASCDTFE CUSTOMER JOHN QUIGLEY Jaa NAME ' QUIGLEY ADDITION LOT qtK su41NY 134 CALABRIA SPRINGS CV. SCAIE OA1E 4-z5-17 ORAYRt UY ....�— JOq NUMBER MIKE T, 15908 Unless Noted Otherwise: 1. Use HETA16 CMU To Trusses, If A lintel Strap Is Missed, Apply (1) HTSM16 With (4) 1/4" x 2 1/4"' Tapcons For 1,175 LBS, Uplift And (2) HTSM16 For 2,350 LBS. Uplift, Design Requirements: 1. Live Loads For Floors is 40 PSF 2. Live loads, For Roof Is 20 PSF 7/8" Textured Conc, Stucco Finish Over Galvanized Laih Over 1(15 Felt Over House Wrap Over 7/16" OSB (TYP) ALL ROOF TRUSS HANGERS ARE 5HAPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE TI-IA422 UNLESS NOTED OTHERWISE, r Windows Note: All Windows To Meet U --Factor (0.4) And SHGC (0.25), x s 7 Lath Nailing Note: All Lath And Lath Attachments Shall Be Of Corroston-Resistant Materials. Expanded Metal Or Woven Wire Loth Shall Be Attached With 1-1/2in. Long (38rnm), 11 Gauge Nails Having A 7/161n. (11,imm) Head, Or 7/8in. Long (22,2mm), 16 Gauge Staples, Spaced At No More Than bin. (152mm). Weep Screeds Note: A Minimum 0.019in, (0.5mm) (No.26 Galvanized Sheet Gauge), Corrosion -Resistant Weep Screed Or Plastic Weep Screed, With A Minimum Vertical Attachement Flange Of 3-1/2in. (89mm) Shall Be Provided At Or Below The Foundation Plate Line On Exterior Stud Walls in Accordance With ASTM C 9Z6, The Weep Screed Shall Be Placed A Minimum Of 4in. (102mm) Above The Earth Or 21n. (51rnm) Above Paved Areas And Shall Be Of A Type That wll Allow Trapped Water To Drain To The Exterior Of The Building. The Weather -Resistant Barrier Shall Lap The Attachment Flange. 'Rio Exterior Loth Shall Cover And Terminate On The Attachment Flange Of The Weep Screed, Water -Resistive Barriers: Woter-Resistive Barriers Shall Be Installed As Required In Section R703.2 And, Where Applied Over Wood -Based Sheathing, Shall Include A Water -Resistive Vapor-•Perrneable Barrier With A Performance At Least Equivalent To Two Layers Of Grade D Paper. The Individual Layers Shall Be Installed Independently Such As Each Layer Provides Separate Continuous Plane And Any Flashing (installed In Accordance With Section 8703.8) Intended To Drain To The Water -Resistive Barrier Is Directly Between be Layers. EXCEPTION: Mere The Water -Resistive Barrier That Is Applied Over Wood --Based Sheathing Has A Water Resistance Equal To Or Greater Than That Of 60 -Minute Grade 0 Paper And Is Separated From Stucco By An Intervening, Substantially Nonwater-Absorbing layer Or Designed Drainage Space, U -M L L 11 J .. ........: ... . ........ : — 1 Tit O.H. Proposed Lei Side Elevation -"-" '"�"'-"•--•-"'"'�' ----wStart 0f Addition 5/6" Textured Conc, Stucco over CMU (TYP) proposed Electrical plan, Tru55 Layout, And Elevotim BUILDER: BUILDING DESIGNER: t±eve. Ciijisrut(laq ��dditioris., L1g14C61, iclgr,• 226 Oak Road Winter Springs, FL 32708 407.435.6959 SOanjoudesigns@ott.net STRUCTIJ,RAL ENGINEER: 'cn ca 17: tt- �' ra CO .t.�- LoC;] cl� Lo 1 � 4 -� F4 . V!"�. � p VZ C/i � r-• O . W er) p x G F lL U STRUCTURAL NOTES: c.a 0 p - ¢' co }— u7 C c a� < CO mom. , s 3 u) CJ U, C� :U) 1 ra �l U W C C E i_ tU Ll. Q) 0 C7 D p L2 �V) :12 a_ IM E �� CD Q � �' `r' •u) � in a ,� v F c C7 o cn o� a' cel v C�'p- p cn . ¢' �2 cV rte, a°' E j o w a Q N r � cn ,-: c.1 rri Revisions p Q Cn S� 7 is, p "'•. _ J' t2 r7 V_ flit CD JOB: QUIGLEY DATE: 04.25.2017 SCALE: SHEET: OF: 3 5HINGLE LOADING tis n WINO rz prop05ed Truss Layout EXPOSURE uf�� a s ©' 4-3/16' HE L Existing Areas To Not Be Remodeled BRC, Otherwise) rQVMHANC -.. PLUMB CUT (Unless Noted TYPICAL -TRUSS END ALL BEAMS BY OrHERS UNLESS NOTED ON LAYOUT Unless Noted Otherwise: 1. Use HETA16 CMU To Trusses, If A lintel Strap Is Missed, Apply (1) HTSM16 With (4) 1/4" x 2 1/4"' Tapcons For 1,175 LBS, Uplift And (2) HTSM16 For 2,350 LBS. Uplift, Design Requirements: 1. Live Loads For Floors is 40 PSF 2. Live loads, For Roof Is 20 PSF 7/8" Textured Conc, Stucco Finish Over Galvanized Laih Over 1(15 Felt Over House Wrap Over 7/16" OSB (TYP) ALL ROOF TRUSS HANGERS ARE 5HAPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE TI-IA422 UNLESS NOTED OTHERWISE, r Windows Note: All Windows To Meet U --Factor (0.4) And SHGC (0.25), x s 7 Lath Nailing Note: All Lath And Lath Attachments Shall Be Of Corroston-Resistant Materials. Expanded Metal Or Woven Wire Loth Shall Be Attached With 1-1/2in. Long (38rnm), 11 Gauge Nails Having A 7/161n. (11,imm) Head, Or 7/8in. Long (22,2mm), 16 Gauge Staples, Spaced At No More Than bin. (152mm). Weep Screeds Note: A Minimum 0.019in, (0.5mm) (No.26 Galvanized Sheet Gauge), Corrosion -Resistant Weep Screed Or Plastic Weep Screed, With A Minimum Vertical Attachement Flange Of 3-1/2in. (89mm) Shall Be Provided At Or Below The Foundation Plate Line On Exterior Stud Walls in Accordance With ASTM C 9Z6, The Weep Screed Shall Be Placed A Minimum Of 4in. (102mm) Above The Earth Or 21n. (51rnm) Above Paved Areas And Shall Be Of A Type That wll Allow Trapped Water To Drain To The Exterior Of The Building. The Weather -Resistant Barrier Shall Lap The Attachment Flange. 'Rio Exterior Loth Shall Cover And Terminate On The Attachment Flange Of The Weep Screed, Water -Resistive Barriers: Woter-Resistive Barriers Shall Be Installed As Required In Section R703.2 And, Where Applied Over Wood -Based Sheathing, Shall Include A Water -Resistive Vapor-•Perrneable Barrier With A Performance At Least Equivalent To Two Layers Of Grade D Paper. The Individual Layers Shall Be Installed Independently Such As Each Layer Provides Separate Continuous Plane And Any Flashing (installed In Accordance With Section 8703.8) Intended To Drain To The Water -Resistive Barrier Is Directly Between be Layers. EXCEPTION: Mere The Water -Resistive Barrier That Is Applied Over Wood --Based Sheathing Has A Water Resistance Equal To Or Greater Than That Of 60 -Minute Grade 0 Paper And Is Separated From Stucco By An Intervening, Substantially Nonwater-Absorbing layer Or Designed Drainage Space, U -M L L 11 J .. ........: ... . ........ : — 1 Tit O.H. Proposed Lei Side Elevation -"-" '"�"'-"•--•-"'"'�' ----wStart 0f Addition 5/6" Textured Conc, Stucco over CMU (TYP) proposed Electrical plan, Tru55 Layout, And Elevotim BUILDER: BUILDING DESIGNER: t±eve. Ciijisrut(laq ��dditioris., L1g14C61, iclgr,• 226 Oak Road Winter Springs, FL 32708 407.435.6959 SOanjoudesigns@ott.net STRUCTIJ,RAL ENGINEER: 'cn ca 17: tt- �' ra CO .t.�- LoC;] cl� Lo 1 � 4 -� F4 . V!"�. � p VZ C/i � r-• O . W er) p x G F lL U STRUCTURAL NOTES: c.a 0 p - ¢' co }— u7 C c a� < CO mom. , s 3 u) CJ U, C� :U) 1 ra �l U W C C E i_ tU Ll. Q) 0 C7 D p L2 �V) :12 a_ IM E �� CD Q � �' `r' •u) � in a ,� v F c C7 o cn o� a' cel v C�'p- p cn . ¢' �2 cV rte, a°' E j o w a Q N r � cn ,-: c.1 rri Revisions p Q Cn S� 7 is, p "'•. _ J' t2 r7 V_ flit CD JOB: QUIGLEY DATE: 04.25.2017 SCALE: SHEET: OF: 3 HETA16 See Elevation For Roof Pitch Pre -Engineered Roof Trusses At 24" 0,C. - Asphalt Shingle Roofing Over #15 Felt aver 7/16" OSB 13--38 insulation (Min.) m� (As Per Energy Calcs) Metal Drip Edge 'Y r• R.S.C.• Drip Edge (10) 5d Cooler Nails Or GWB54 At 7 O.C. R.S.C. Fascia (20) 1/2" Ceiling Board Aluminum' Vented Soffit Filled lintel Block With 25" Splice Min. 8"x16" Cone, Block Pre -Cast Header With (1) #5 Over Openings —0—Vinyl Window Or Equivalent Pre -Cast Sill Window SIII 5/8" Textured Cone: Stucco Over CMU ---°— 1 /2" Drywall On 3/4" Furring Strips And Foam Board Insulation (Refer To Energy Calculations) 4" Colic. Slab With 6x6, 10/10 W.W.M. #5 Rod In Filled Cell As Per Floor Plan On 6 Mil Vapor Barrier And Clean Tied To Cont. Rod In Footer & Lintel Compacted Termite Treated Earth Fill. Rod Above. . co Grade _ Footing Per Foundation Page 6" ACI 9ODegree Hook (TYP) 1,sto Block Mall Section Poured Cell With (1) #5 Bar Cont. From Beam �1) #5 Rebar To Footing ALL Laps 25 Min,) 1) #5 Rebar ALL Laps 25" Min,) -�- 25" Min. Lop i Vertical Rein. In Grouted Cell '25" 'Min. Lap Footin "4. ' = �- — Standard Hoak Reinforcing 3" Min, Cover One Stbry-Mo5on Wall Step Down Tle Beam Detail i 7/0' CFUEIITHI0U5 POSH FELT/ PAPERGACKED LATH MATERIAL WPM n >HOaUSE N' W) RE BARRIER � � t ( /" [ITS BUILDER: Genere l - Zone 1: { ol Lumber Notes 8d Rin Shank Nails At 4" O.C. Or E uivilant Pneumatic Nails At Supported Edges And And Arid 6" O.C, Field q For Shaded Areas Of Roof. All Lumber to be Svtth,6m Yellow Pirie f2 with maximum content of moisture 197.Exterior Lumber to, be Pressure WOW Studs May Btti Spruce #2, "........................... ., ...a��,. 13905.2.7 UNDERLAYMENT APPLICATIOW. For roof slopes from two units vertical in 12 Units hor€zontal (17 —percent slope), up to four units vertical in 12 units horizontal (33,percdnt slope), underlayment shall be two layers•a'pplied in tWe'following manner. , Apply a 19 Inch (483 mm) strip of underlayment felt parallel to and starting at the ebves; fastened sufficiently to hold in place --- Starting at the eave apply 914 mm sheets of underly menta overia in successive sheets 19 -Inches 483 irlm , and pp v ( ) v pp (. ? BUILDING DESIGNER: fastdned sufficiently to hold in place. Distortions in the underlayment shall not interfere wit€i the ability of the shingles -to seal. For .'.'.'.'.'.'.' '•'•'.'..' ' -� ' Ride ' roof slo es of four, units vertical.in 12 units horizontal 33- ercent slo a or'greater, underly meat shall be one la ei- a lied, in the «-gym 9 — ` _. 4 ' p P g ( p) Y Y Pp following manner.. Underlayrrment shall be applied shingle fashion, parallel to and starting from the eave and lapped 2 inches (51 'fast c' .mm), erred sufficiently to hold in place. Distortions in the underly mens shall not Interfere with the ability of the shingles to seal.. , .Y h' t e;v Christ rKi or . Ad o , l End laps shall be offset by 6 feet (1829 mm). 4' Light.ummG{clal:; ��• 226 oak Road % Winter Springs, FL 32708 2 RIS k 5 e�cJ, 5i e plcc \ rT-- -�, ...- .-.. ... �' 407,435.6959 P �RIv :..: - Tun faudesign s0utt.not @ e, OAV. Z,Q. 'lone 2: STRUCTURAL ENGINEER: er 8d Ring Shank Nails At 6" O,C. Or Equivilant Pneurnatic Nails At Supported r Edges And 6" O.C. Field For OTher Areas Of Roof. 2y,6 COLLAR Tim AT 61 0.0. ?JAIL WIZ -10v 301 O�<4 t. Rafters/Trusses f d i AIL15 r-ACH END Ir .b �-� Sheathing � CO NIrs€� D Ck n %riyi L 1V V) civ r`' c �-- lot CZ)0 Blocking At 48" O.C. STRUCTURAL NOTES: 1st Two Spaces, Each End -,.-----Building Length-1r� . Roof heathing Layout � co JW Gable End Truss LO Q a p ao LU 5 v7 4 .� •� ' � T -Brace Gable Truss Per `B�`�2•• ' Truss Engineering ._ w Wood Trusses At 'Bay 124" O.C, felt g . _ as w o Roof Nailing Pattern: over house wrap over 7/16" OSI3 (Typ.) Zone 1: Field) Use 8d Ring Shank Nails At 6" U.G. Spacing �Sopported Edges) Use 8d Nails At 4" U.C, Spacing u Q Zone 2: Field) Use 8d Ring Shank Nails M 6" O.C. Spacing > cu w t 12 NA14S 6 a Supported Edges) Use 8d Nails At 6" 0.C. Spacing Pneumatic Nails May Be Used In Lieu Of 8d Ring Shank Nails. p a E u � v -r, 1/2" .Ceiling Board Field) At 6 O.C. a o' ' Edges) At 4" Q.C. 2x4 Diag. Brace !fit 96 O.C. f:: - 8" CMU Wall Senco 2 1/4°x,131 Arid Poselode 2 1/4"x.099) With 4 Nails At Each End With - Exterior Wall Nail Pattern: 12d Nails At First Two Bays 1. Plywood: Oqe) ld) Use 8d Nails At 6" O.C, Spacing a �~ — v 2x8 P.T. Plate With 1/2 Dia, x 8 Anchor Bolts Use 8d Nails At 4" Q.C. Spacing (Exterior Wall Sheathing) `� ?' `1 L ai 2x4 Blocking At 48" O.C. With 2" Washers At 2' O.C. ©3� G sum Board Nailing Pattern: �' Laps 25" Min.05 '= ; a 0 - All ;, At First Two Bays, Roof And Ceiling _ m g Use 5d Nails At 7 O.C. spacing Q C' Gable End'Brocing Detail- Block Nailing Pattern Notes Dowel Lapped With Wall Reinf, ReVi51ons Standard Hook - 1 1/2" Min. Cover Bond Beam ,a Min. Lap t� Vertical Rein, In Grouted Cell Cleanout Req'd For 1' Grout,Lift Greater Than N ,> 3' Unless Footing ; 25 Min. Lap Drill Not Req'd `It: Footing Standard Hook a .. Reinforcing 3" Min, Cover Onemomry Wall 5to� Furring Strip With 1 /2" Drywall Window Sill Material T3/4" � I r -Window Concrete Sill P.T. 1x Window Buck Anchor To Masonry Per Mfgr, Specs Finish Per Elevation 5 Vertical Bar On Poured Cell �lF Shown On Floor Plan) Jomb k Windows , �#5 Corner Bar Filled Cell With (1) #5 Rebar ('Wood Casing m � 3/4" Furring Strip With 1/2" Drywall -poor Frame To Block Per Manuf. Specs Corner Contlaill, r Of Bond Beam Wolleinforcemen / P P 2x P.T. With 1/4" Dia, x 3" Topcons Staggered At 8" O.C. - -+---Threshold Metal Or Wood Door --� Sill Finish Per Elevation - 5 Vertical Bar On Poured Cell F Shown On Floor Plan) Jomb At EXTerlor Dom Footing Step Down Detail �'::''..,' N'000 51lEATfONG (7/16' 0 OR 1/2' COM) MOISTURE BARRIER (WALL TRANSITION) qzil ,. . F av � —DRIP EOIM; 14a .l �' ,a °• � • ••.•''1!" CEidE1r71TIOUS FOi15{1 —ems • d coilcRETE BLaax OR SOCIO CELIEttT a CNI _ NOTE: 1- ALL EXTMOR ACCESSORIES SNAIL BE PYO MAUTAL MIRAVING TO ASTL4 STANDARDS t� Oi784, C926, C1063, AND 04216. CD w 2- CAM ALL BUTT MIT$. 0105, ANGLES, 3/4" w O C RIO INTERSECTIONS AT TIME OF RWAUTION CONTROL BEAD WITH DRiP EDGE JOB: [ITS BUILDER: Genere l - Zone 1: { ol Lumber Notes 8d Rin Shank Nails At 4" O.C. Or E uivilant Pneumatic Nails At Supported Edges And And Arid 6" O.C, Field q For Shaded Areas Of Roof. All Lumber to be Svtth,6m Yellow Pirie f2 with maximum content of moisture 197.Exterior Lumber to, be Pressure WOW Studs May Btti Spruce #2, "........................... ., ...a��,. 13905.2.7 UNDERLAYMENT APPLICATIOW. For roof slopes from two units vertical in 12 Units hor€zontal (17 —percent slope), up to four units vertical in 12 units horizontal (33,percdnt slope), underlayment shall be two layers•a'pplied in tWe'following manner. , Apply a 19 Inch (483 mm) strip of underlayment felt parallel to and starting at the ebves; fastened sufficiently to hold in place --- Starting at the eave apply 914 mm sheets of underly menta overia in successive sheets 19 -Inches 483 irlm , and pp v ( ) v pp (. ? BUILDING DESIGNER: fastdned sufficiently to hold in place. Distortions in the underlayment shall not interfere wit€i the ability of the shingles -to seal. For .'.'.'.'.'.'.' '•'•'.'..' ' -� ' Ride ' roof slo es of four, units vertical.in 12 units horizontal 33- ercent slo a or'greater, underly meat shall be one la ei- a lied, in the «-gym 9 — ` _. 4 ' p P g ( p) Y Y Pp following manner.. Underlayrrment shall be applied shingle fashion, parallel to and starting from the eave and lapped 2 inches (51 'fast c' .mm), erred sufficiently to hold in place. Distortions in the underly mens shall not Interfere with the ability of the shingles to seal.. , .Y h' t e;v Christ rKi or . Ad o , l End laps shall be offset by 6 feet (1829 mm). 4' Light.ummG{clal:; ��• 226 oak Road % Winter Springs, FL 32708 2 RIS k 5 e�cJ, 5i e plcc \ rT-- -�, ...- .-.. ... �' 407,435.6959 P �RIv :..: - Tun faudesign s0utt.not @ e, OAV. Z,Q. 'lone 2: STRUCTURAL ENGINEER: er 8d Ring Shank Nails At 6" O,C. Or Equivilant Pneurnatic Nails At Supported r Edges And 6" O.C. Field For OTher Areas Of Roof. 2y,6 COLLAR Tim AT 61 0.0. ?JAIL WIZ -10v 301 O�<4 t. Rafters/Trusses f d i AIL15 r-ACH END Ir .b �-� Sheathing � CO NIrs€� D Ck n %riyi L 1V V) civ r`' c �-- lot CZ)0 Blocking At 48" O.C. STRUCTURAL NOTES: 1st Two Spaces, Each End -,.-----Building Length-1r� . Roof heathing Layout � co JW Gable End Truss LO Q a p ao LU 5 v7 4 .� •� ' � T -Brace Gable Truss Per `B�`�2•• ' Truss Engineering ._ w Wood Trusses At 'Bay 124" O.C, felt g . _ as w o Roof Nailing Pattern: over house wrap over 7/16" OSI3 (Typ.) Zone 1: Field) Use 8d Ring Shank Nails At 6" U.G. Spacing �Sopported Edges) Use 8d Nails At 4" U.C, Spacing u Q Zone 2: Field) Use 8d Ring Shank Nails M 6" O.C. Spacing > cu w t 12 NA14S 6 a Supported Edges) Use 8d Nails At 6" 0.C. Spacing Pneumatic Nails May Be Used In Lieu Of 8d Ring Shank Nails. p a E u � v -r, 1/2" .Ceiling Board Field) At 6 O.C. a o' ' Edges) At 4" Q.C. 2x4 Diag. Brace !fit 96 O.C. f:: - 8" CMU Wall Senco 2 1/4°x,131 Arid Poselode 2 1/4"x.099) With 4 Nails At Each End With - Exterior Wall Nail Pattern: 12d Nails At First Two Bays 1. Plywood: Oqe) ld) Use 8d Nails At 6" O.C, Spacing a �~ — v 2x8 P.T. Plate With 1/2 Dia, x 8 Anchor Bolts Use 8d Nails At 4" Q.C. Spacing (Exterior Wall Sheathing) `� ?' `1 L ai 2x4 Blocking At 48" O.C. With 2" Washers At 2' O.C. ©3� G sum Board Nailing Pattern: �' Laps 25" Min.05 '= ; a 0 - All ;, At First Two Bays, Roof And Ceiling _ m g Use 5d Nails At 7 O.C. spacing Q C' Gable End'Brocing Detail- Block Nailing Pattern Notes Dowel Lapped With Wall Reinf, ReVi51ons Standard Hook - 1 1/2" Min. Cover Bond Beam ,a Min. Lap t� Vertical Rein, In Grouted Cell Cleanout Req'd For 1' Grout,Lift Greater Than N ,> 3' Unless Footing ; 25 Min. Lap Drill Not Req'd `It: Footing Standard Hook a .. Reinforcing 3" Min, Cover Onemomry Wall 5to� Furring Strip With 1 /2" Drywall Window Sill Material T3/4" � I r -Window Concrete Sill P.T. 1x Window Buck Anchor To Masonry Per Mfgr, Specs Finish Per Elevation 5 Vertical Bar On Poured Cell �lF Shown On Floor Plan) Jomb k Windows , �#5 Corner Bar Filled Cell With (1) #5 Rebar ('Wood Casing m � 3/4" Furring Strip With 1/2" Drywall -poor Frame To Block Per Manuf. Specs Corner Contlaill, r Of Bond Beam Wolleinforcemen / P P 2x P.T. With 1/4" Dia, x 3" Topcons Staggered At 8" O.C. - -+---Threshold Metal Or Wood Door --� Sill Finish Per Elevation - 5 Vertical Bar On Poured Cell F Shown On Floor Plan) Jomb At EXTerlor Dom Footing Step Down Detail qzil to Q Crr Q-5 =�= C:) -tea a� C a CNI _ idation Stepdown t� CD w w O C Q JOB: QUIGLEY erlap DATE: 04,25.2017 SCALE: 1/47=1,-0„ SHEET: _ Propo5ed Structural netaile OF: 3