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HomeMy WebLinkAbout5617 13th St (2)� Cam,. VIAL.! V ��) L Vt 1 p.11.► For- MoQe, I0RD RIGHT SIDE ELEVATION 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. LEFT SIDE ELEVATION All elevations drawn are for "illustration" purposes only. For "actual" elevation construction, consult construction drawings and structural details for additional information. Wo ea�r�ir r GS OR.ATo./E. GE.HE.OTITIOUS FI�!ISt OVEIZ C00C et-OCK STEM \&//tom L.L- O YP, ) FRONT ELEVATION SCALE: t/4" = 1'- 0" Fiberglass shingles over 15 lbs felt over 1/2" plywood sheathing or "opt" 7/16" OSB sheathing with roof structure spaced so more tha® @ 24" o.c.. See roof framing layout and connection schedule for additional information along with elevations for roof slope. _-* SCALE: 1 /4" = V - 0" REVIEW DATE__,,.. CITy OF E�(AMINERHILk ILLS PLAN-- REAR ELEVATION, Main douse 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" = V - 0" ALL WORK SHALL PREVAILING CODES COMPLY WITH FLORIDA BUILDING CODE, NNAL ELECTRIC c„ 1A'X1 OF 7 pM4YFiKl�+ OR.Dj"CES r 7 . r, i o- . it _ L1� SCALE: 1/4" = 1' - 0" �1 4--. , L/ 8-4 REVISION NO DATE DESCRIPTION u � o a� � a u � � QOb � • y Ci Ix W C � u o G C PON A o tU .0 � C L O N 00 `a.C��o� O C:iSC�T <'M W0� >�� �._�.0 0 W—jU- �� LL 4)� ca C, E c -C 4) E :3 ©.§ Im �- C C T C s— ©��.�EC� :3E E CD � 0 o M N O)o V'mI � 02-0 o>,�� 0 C 'C N 0 FF- 0 UHS va N M CM ♦ ^-�-+ v) 'U �© LL "••� r v7 La N co C-. ch: CL- JOB NO. 5617 13TH STREET DATE APRIL 3, 2017 DRAWN BY DanW M. Ossman SHEET NO. A - 1 PI�' } } .. �"M�t�r h u II 1 �.��IIR� �FiDfIIIAF(t�IRIi11t�i�i91�Al�ll'167'l� . �!T�1fAl�i9'R��IFfiRI���(1"1T�.� i '�� 1 °•R itt'�nilf�i'�'i�'!``�'fi i�,. .m .. Ir�""�' ^1�`� t.�iwrt_a i �(�u��1�;.".LI'.r:�'�, . 'i;�._. r _'I'rfY. � V'.' : � ��.�.rnRr -�,., ,. I x l P, To E>AL.0 5TE Z 3 6 4910°C. -- 0 2 �c Cv P.T. TCJP 2 X4 0*N Z` l I.- -----7 I L- ""-'I SASE. IZd.�I.. F'051r TO GCSC 5LA$ SIHPSOQ /A WO©(% I u v, �°'^'/A 3 i m PTS4�I 1i f%.,441" HANDRAIL DETAIL SCALE: N-T.S. 0 �. sa i TYPICAL CROSS SECTION AT COLUMN SCALE: N.T.S. U STAIRWAY CROSS SECTION man* SCALE: N.T.S. 0 + A pm,- 4 00 For a8 cone. 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 a8 vert rebar no more than 6' - 0" o.c. and at all corners unless otherwise noted. Also include 1 - #5 coat. rebar in the top U - block of the stemwall tamped and filled solid with cone. For all cone. block stemwalls erected less than 18" in height above grade, all cone. block cells must be filled and tamped solid with cone. 0 V E4. 1 WIQUbw Vo! 11..100 .� I"+ DOOR I L f i I Finish floor level to be a min. ' a 24" above finish grade. 100I�++� I D,&S U M E,p z 991 b11 &sSUM ED i NT 4 111 rPour new 4" concrete slab with win. 3,000 p.s.i fibermesh or "opt," 4" come. slab w/ 6 x 6 x 10 x 10 w.w.m. over 6 mil. vapor barrier over termite treated and compacted clean fill. 8" 1161, cone. fltg. w/ 1 2 - #5 velars co*- w/ a 8" x 8" a16" conc block stemwafl above 3/411 Recess for all I 2 doorways )typ). I� Fj w t 4cc�R w e tow j . .,(i 3ti.,C3+1 .I 1 ' - 3" 360 4 1 - I I►+1 �` �I 0 +1 ZGve- p11 FOUNDATION PILfl&—%N i 1N SCALE: 1/4" a 1' - 0„ REVISIONS NO DATE DESCRIPTION � V � " r�. ELM Ix o CA L Cf c -co— CL �6 co CIO cr-o� (5C� g fU . tu C6gx o i- W --' " - a, Co U1 0 a. vE Q= 0� ��- fly M o�_.�,Ea ai 5 T `y tD O C0 fU (0 CQ Nco 4q� c°a p 5, F- �.oW yj a,� SE (D 0 a- C-4 �I LO M U) U) U •� lL. r vi .j C� CD C--j JOB NO. 5617 13TH STREET DATE APRIL 3, 2017 DRAWN BY Daniel M. Ossman SHUT NO A — 2 1 ___ -. _-i I --r- - ��I-v'�iFFAPi�ITI1€�� .. - � .-�� . 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 Single Hung Window SH26 Fire Egress Window PGT Industries 5 Single Hung Window (2) SH26 Fire Egress Window PGT Industries 6 Sin le 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 S Interior Hollow Core Door 36" x 80" - N/A N t : 1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT'. 2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS ASSET 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. 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 C) 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. 1,236 s/f Heated Living Area 184 s/f Covered Front Porch 12,Covered Rear Entry 11432 s/f Total Square Footage Under Roof 400 s/f Proposed Detached First Floor Garage 400 s 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 shearwaR 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: 5617 13th Street Zephyrhills, Florida 33542 Basic Wind Speed (V) 150 mph Building Classification "RISK" Category 11 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. _0 (10 _0 r0 I K Main house roof pitch: 6.5 / 12 Front porch roof pitch: 5 / 12 Main house i"inish ceiling height: 10' - 0" Front porch finish ceiling height: 8' - 0" All door and window header height to start at: 8' - 0" 4- 3,- 0" e>,l to I III I of PROPOSED FLOOR PLAN LAYOUT N _ e U) Eel 4x4 RT, woo P05-r (TYP ) Is SCALE: 1 /4" = 1' - 0" REVISIONS NO DATE DESCRIPTION � o � ►w o &a oc a�49 ix Qa 8 v � � c a c 0 - �- o ca�0V)aa CL CD W t~��� ,y c� jN �M En 0 M S?"iL6 O .r— 2- L W J FT c u. cc (D�nva. � E U�� cu E� o�j2~r) �Q.�w C L oM-�E� ; E �- 5 T 2 0) 22odoo:� V)o o M �� .2 :2 2 � O '0 O 5, F-- .� Cc = u- .r yo.00� t-O F-0 Ul--2NCL -�-+ 04 LO cY) ....� 4-a I, — M ti Z � ac (.0 sI. IUDN D 00 JOB NO. 5617 13TH STREET DATE APRIL 3, 2017 DRAWN BY Daniel M. Ossman SHEET NO. A - 3 Framina. Layout Ngles: 1 Framing layout drawn by Daniel M. Ossman Drag 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 truss that are constructed for said project. Daniel M. Ossman Drafting Service, Inc. "WALL 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" all existing field conditions, roof sk>pes, 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 Strong Tie SP1 #585 . FI 10456.11 R3 Bottom plate to wood stud connection. Simpson Strong Tie SP2 #1065 FI 10456.11 R3 Top plate to wood stud connection. Simpson Strong Tie ABU44 #2200 FI 10860.4 R3 4 x 4 bottom post connection to wood post. Simpson Strong Tie BC4 #980 FI 10860 R3 4 x 4 top post connection to wood post. Simpson HUSC210- #3295 FI 10655.25 R3 2 - 2 x 10 wood beam hanger to exterior frame wall Strop Tie 2 of house. Simpson H10 #995 FI 10456.3 R3 Roof structure connection to exterior frame wall or Strong Tie wood beam. Simpson MTS20 #1000 FI 10456.8 R3 Alternate - Roof structure connection to exterior Strong Tie frame wall or wood beam. Note: I. 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" I ROOFERAMING LAYOUT & - lie -1 �.a..i.. r rya✓ L- 0 ..s (224'' 0- G " (iYP, ) PRE. - UJ _� I J E ERED Z00 P TI LJ 55 E5 (E 2.4if 0.C. SEE STIZUCTUML �E ICI .E_T FO R EApE.12 SIZE (TY P. ) - Z. X 10 WCO p FX4 P, T, woop �5T (7YF) REVISIONS NO DATE DESCRIPTION w a � a� � v � T ae O i. -0 UPI W) E a� o � � a QD a A .0 ►- o a)cr-aci o co IT C1 (D 0 o Cr M a) +-� N d M c N c as > do v M --a N � UJ i QC. 0! OmR n 0 Ecr0:?E M -0 — ca o TAU S �Cn CM< > 0 > s L r +,-O S2� O�O ai E SO-L. rn .- 0 0 rn 0 W to +• � ca rn CO o 0-0_ a)� rn u- r Uj c W c (D H O E--� OF-=Na- N U) 0 LL CY) CO fR z N L0N D m CID t. JOB NO. 5617 13TH STREET DATE APRIL 3, 2017 DRAWN BY Daniel M. Ossman ( SHEET NO. SCALE: 1/4" = 1' 0" A-4 i2ov . - .. * . , m ABOVE• O,- ATH "•. r ♦N 120V IMPLEX - ' DIWT YORE ■ FUSH BUTTON SVTCH u • wzew am FixruRE ► : I'LOUREVOW FlXnW--.. -" • 'ES ft .. DETECTOR rs •►11ALL MOUNT C _- 1 Provide and install locally certified smoke detectors as required by National Fire Protection Association (NFPA) and meeting the requirements of all governing codes. 2 Provide and install Ground Fault Circuit - Interrupters (G.F.I.) as required by the National Electrical Code (NEC) and meeting the requirements of all governing codes. 3 Provide and install Arc Fault Circuits (ARC) in All bedrooms as required by the National Electrical Code (NEC) and meeting the requirements of all governing codes. 4 Unless otherwise indicated, install switches and receptacles at the following heights above the finish floor as follows: SWITCHES: 42" 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 dwellin&m; 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 Cate o 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 RI Note: 1. Any products that are substituted, must meet or exceed products specified. Contractor "MUST" provide all product data to building inspector at tirne of inspection. METER SOCKET-1 1-1 Le 04 CI TO COLD—\ WATER PIPE t DRIVEN GROUND 'ROD. 150 AMP SINGLE PWASE BREAKER PANEL NEMA 1 -30 CIRCUIT I W RIGID NIPPLE WITW 2 ICI AND 103 CU TWW CONDUCTOR BY POWER COMPANY ELECTRICAL RISER DIAGRAM NTS 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 SCALE: 1/4" = 1'- 0" c � � y u "Ct CIA c a. 00 O a� .� ...1 V •N � tL as 76 "D (D (DO �Cao `''rY 10 ���'a (NKCm O +- ui....J L% cu c (0 a— z Ca 0 en M � sa Cu E 0 T.,6 (DM �p �¢ >CD 0C>,.EEo � � E � � 2 u0omCu = , lei O co = �� 0 -a o 5,1= N 7 Fj � LL- - Cn C N C -E N O 0 F— = cv CL tV M M VJ C13 � 0 .j M LL CL r to tr% >1 -C z (.0 OL EU 147) N D JOB NO. 5617 13TH STREET DATE APRIL 3, 2017 DRAWN BY Daniel M. Ossman SHEET t4<>. A - 5 r^7. � a- . z.. ( --.- LEFT SIDE ELEVATION RIGHT SIDE ELEVATION SCALE: 1 /4" = 1 " - 0" 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 lbs felt over 1/2" plywood sheathing or "opt" 7/16" QSB sheathing with roof structure spaced no more than @ 24" o.c.. See roof framing layout and connection schedule for additional information.. Proposed roof pitch: 6 i 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. ©ssman 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 ell ner_ I jr- - I-t SCALE: 1/4" = 1' - 0" SCALE: 1 /4" = V - 0" REVISIONS NO DATE DESCRIPTION V � a a� i11 pp a "fl C *r IS: CL a o E • Q r� o . 15 ar- T o W co MM ON ]-0 UJ Iq C7 M � N<CMM -a N C M >.� �.�ce;:F3 z W -jLL p �15C: Ec'=�2E i- y U 2 W v�3rnd>0 ?'' E- 1-6 r Q M -2 o 6 0) E I -3 i '0CO � ���yy ^�[ V 0. M !" ' W 5 ti 1'_ > r- P 0 h� il W LO M �4-0 Ca �0 < LL .j 0. r _ Z T" -C CL U ) N �.J D IJOB NO. 5617 13TH STREET DATE APRIL 3, 2017 DRAWN BY Daniel M. Ossman Framina Layout Notes: REVISIONS NO I DATE I DESCRIPTION 4 1 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 (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" am 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 fiekl 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. .W"- Embed 1/2 " dis, author beks Ga) 21 " o.c. am. mW aH corners, and on each side of all door and window opening (typ). I (" IG 11 fl� — — — ._._.........A,._ ---. —.— — — ----I 3/41' Recess for all doorways (typ). 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. FOUNDATION PLAN 10" x 20" cone. ftg. w/ 3 - #5 rebars cont. w/ a 8," x 8" xl6" cone block stemwall above or "opt." 2011 x 2011 mono ftg. w/ 3 - #5 rebars cont. IG I 201- pry SCALE: 1/4" = 1- 0" 5 Truss design drawings shall be prepared in accordance to and conformance with section R802.1.6. I. 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 STH 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. NQIL: 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 SPI #585 FI 10456.11 R3 Bottom plate to wood stud connection. Strong Tie Simpson SP2 #1066 FI 10456.11 R3 Top piate to wood stud connection. Strong Tie Simpson LSTA24 #1236 FL IrON2.6 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 Strong Tie H10A #1140 FL 104467 R3 . wood beam. Simpson ABU44 #2200 FI 10060.4 R3 4 x 4 bottom wood post connection to concrete Strong Tie footin I Pd, at stairway landing. Simpson BC4 - #980 FI 10960 R3 4 x 4 top wood post connection to wood beam at Strong Ti4 stairway landing. Simpson 2 x 6 floor joist hanger to wood beam or rim joist at Strop s Tie LUS26 #1165 FL 10666.31 R3 stai= landing- NoLe: 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 telling locations with General Contractor before the manufacturing of any floor and I or roof trusses. All ceiling heights are to be a minimum of 8' - 0" unless otherwise specified by General Contractor. I A`00F FRAMINGLAYOUT_ IV 00" SCALE: 1/4" = 1'- 0" -P EEZEA;� T&JISSES FIRST FLOOR -FLOOR FRAMING LAYOUT SCALE: 1/4" = 1'- 0" E A .Q (�D CL c) 0) ca (D C4 Lo qr C) 0 C1,0) t C-4 Q in - So C 6M 0) 60.0 0 -0 -0 10 U- W U- C: CO CL +- 0 M E E M 0 Fz 0 IT i; 6 a) M < > (0 0 E0 0 Eco r- :; 0 2 =1 CO ..- W I- — %- 0 0 M 0 A 00 C 0 5, Co 0 V— J-- 0 1,- X: C14 CL 04 W Lcyo) z U) .0 0 4-0 LJ- CY) N L0 N :D 100 1 - I JOB NO. 17 13TH STREET DATE APRIL 3, 2017 DRAWN BY Daniel M. Ossman SHEET NO. A-7 Window and Door Schedule No. Type Size Notes Door or Window Manufacturer Name 1 Sectional Garage Door 8' x 7' - Overhead Door Corp 2 Insulated Exterior Door 36" x 80" - Therms - Tru 3 Single Hung Window SH24 - PGT Industries 4 Single Hun , Window SH24 - PGT Industries 5 Single Hung Window SH25 Fire Egress Window PGT Industries 6 Interior Hollow Core Door 32" x 80" - NIA Note.: -1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT". 2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS ASSET FORTH IN FBC 5t" 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: 5617 13th 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, 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 4 Q_g ff Proposed Second Floor Heated Living Area 800 sM Total Square Footage Under hoof 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 wall 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 Categog Manufacturer Approval Number. Asphalt Shingles GAF Materials Corp FL 10124.6 R15 Ridge Vents GAF Materials Corp FL 6267.1 R9 Hardie Board James Hardie Building Products, FL 13192.1 R4 Inc. Vented Vinyl Soft Kaycan FL 16503.1 R1 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 Nate: 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. J'fAT1'• 1_� I _ TM usl1 :„- 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 wails" 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. M 0 0 +r1► ��.oil 113�-01J.l SECOND FLOOR —PLAN r--, 1 (.0 " Pei EG 1- to 0 I.0 `I 3l - 0" FIRST FLOOR PLAN 0 SCALE: 1/4" = 1'- 0" SCALE: 1/4" = 1' - 0" REVISIONS NO DATE DESCRIPTION tip e v V ran ' A% E . � (D 0Co a,ccc � a cx� '"¢C') 0 o . � -0 �W_jiz � W u_ 4) Cc E c' E ._U M = -C F- o 0 M <> E©oM � UEa0�'_EC`., t fwo o a] W 1 ccce) :r cc � � H �. o �-Cz�a CN CLOY) L. c 0 C 7 CL ''�' C.0 v 0 �- RI ,....J MD 00 )Olt NO. 5617 13TH STREET DATE APRIL 3, 2017 DRAWN BY Daniel M. Ossman 67422MAI MIKKKIR TYPICAL LANDING DETAIL ♦ Or 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. SCALE: N.T.S. 2)4 WOO WY lo Oas4 W4 Z., WOOD STe104EZ5 TYPICAL STAIRWAY -DETAIL 0 axft FM mowmalft ELECTRICAL NOTES: 4) 0 Swom PEMTOF. 1 Provide and install locally certified smoke detectors as required by National Fire Protection Association (NFPA) and meeting the T M*ft 4AI requirements of all governing codes. <> CAKI TV JWK M WNMCLM Twat 2 Provide and install Ground Fault Circuit -Interrupters (G.F.I.) as required by the National Electrical Code (NEC) and meeting Eff:] POPM PAI the requirements of all governing codes. W mal evnVN 01 omwe 3 Provide and install Are Fault Circuits (ARC) in All bedrooms AMY as required by the National Electrical Code (NEC) and meeting the requirements of all governing codes. <6p MOM LWW's SWAVM FAft 4 Unless otherwise indicated, install switches and receptacles at the following heights above the finish floor as follows: swaITY OMY "D "141m) 0 CAR" MONOME SWITCHES: 42" Above finish floor DETECTOR OUTLETS: 14" Above finish floor TELEPHONE: 14" Above finish floor TELEVISION: 14" Above finish floor 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" FIRST FL 0-0 R PLAN ELECTRICAL LAYOUT SCALE: 1/4" = 1'-,0" REVISIONS NO DATE DESCRIPTION 42 ar CIO 03 co co tco,4 X �? 08 Im Cc: z; W A) cv < 4i W.L) 0 = i> LU -j a: C4 I U) U CL Do) w 2 E O:E 0 2 (D co .< I C >,.G E- cc tj E :�� 2 T 03 2 10 0 0 cc I IVC�) O'D 0 0 C: %- 0 C,6 0C 0 C-4 C'4 LO (D m z 0 UL CY) CL E (D z C.0 C La N D JOB NO. 5617 13TH STREET DATE APRIL 3, 2017 DRAWN BY Daniel M. Ossman Termite Protection 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 wall 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. Exceptions: inorganic material manufactured for closing cells in foundation concrete masonry unit construction or clean earth placed in concrete masonry unit voids below slab level termite treatment is performed. R 318.4 Concrete bearing ledge. Brick, stone or other veneer shall be supported by a concrete bearing ledge at least equal to the total thickness of the brick, stone pr other veneer which is poured integrally with the concrete foundation. No supplemental concrete foundation pours which create a hidden cold joint shall be used without supplemental treatment in the foundation unless there is an approved physical barrier. An approval physical barrier shall also be installed from below the wall sill plate or first block course horizontally to embed in a mortar joint. If masonry veneer extends below grade, a termite protective treatment must be applied to the cavity created between the veneer and the foundation, in lieu of a physical barrier. Exception: Veneer supported by a structural member secured to the foundation sidewall in accordance with ACI 530/ASCE 5/TMS 402, provided at least 6 inch (152 ni clear inspection space of the foundation sidewall exterior exists between the veneer and the top of any soil, sod, mulch or other landscaping component, deck, apron, porch, walk or any other work immediately adjacent to or adding the structure. R 318.5 Protection against decay and termites. Condensate lines, irrigation / sprinkler system risers for spray heads, and roof downspouts shall discharge at least 1 foot (305 mm) away from the structural sidewall, weather by underground piping, tail extensions or splash blocks. Gutters with downspouts are required on all buildings with eves of less than 6 inches (152 mm) horizontal projection except for gable end rakes or on a roof above another roof. R 318.6 Preparation of building site and removal of debris. R 318.6.1 All building sites shall be graded to provide drainage under all portions of the building not occupied by basements. R 318.6.2 The foundation and the area encompassed within 1 foot (305 mm) therein shall have all vegetation, stumps, dead roots cardboard, trash and foreign material removed and the fill material shall be free of vegetation and foreign material. The fill shall be compacted to assure adequate support of the foundation. R 318.6.3 After all work is completed, loose wood and debris shall be completely removed from _ under the building and within 1 foot (305 mm) thereof. All wood forms and supports shall be completely removed. This includes, but is not limited to: wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose - containing material placed in any location where such materials are not clearly visible and readily removable prior to completion of the work. Wood shall not be stored in contact with the ground under 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. 5. Masonry veneers constructed in accordance with Section R318.4. R 318.8 Foam plastic protection. In areas where the probability of termite infestation is "very heavy", as indicated in Figure R301.2(6), extruded and expanded polystyrene, polyisocyanurate and other foam plastics shall not be installed on the exterior face or under interior or exterior 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. STRUCTURAL NOTES Connection Fastener Number of Spacing Joist to band joist, face nail 16d common 3 Joist to sill or girder, toe nail 8d common 3 Bridging to joist, toe nail each end 8d common 2 Ledger strip 16d common 3 at each joist Sole plate to joist or blocking, face nail 16d common 16" o.c. Top or sole plate to stud, end nail 16d common 2 Stud to sole plate, toe nail 8d common 4 Double studs, face nail 10d common 24" o.c. Double top plates, face nail 10d common 16" o.c. Continuous header, two pieces 16d common 16"o.c. along each edge Ceiling joists to plate, toe nail 8d common 3 Ceiling joists, laps over partitions, face nail - Ceiling joists to parallel rafters, face nail - 3-16 or 4-10d common Rafter to plate, toe nail 8d common 3 Built up corner studs 16d common 24" o.c. Built-up girders and beams, of three members 10d common 32" o.c. at top and bottom and Wood Structural Panel / Subflooring 19/32" or 3/4" Wood Structural Panel / Roof & Wall Sheathing Gypsum Wallboard 1 /2", 5/8" 3 tab asphalt roofing shingles 10d common or • 10d hot dipped gals. box nails 8d common or 8d hot dipped galv. box nails 1 3/8" drywall nail 1 1/" drywall nail 1 %" min. 11 ga. Galv. nails with min. 3/8" diameter head staggered 2 ends and at each splice 6" o.c. edges and 12" o.c. intermediate 6" o.c. edges and 6" o.c. intermediate 7" o.c. on ceilings 8" 1 onwalls 7" o.c. on ceilings 8" o.c. on walls 6 fasteners per shingle STRUCTURAL NOTES: •EI 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). z. SOILS: 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. CONCRETE: 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 Al 85, 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". 4.1 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. 5.1 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 CRITEEIA Dive Loa % 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 10 PSF Built-up Flat Roof: 20 PSF 10 PSF Tile Roof: 25 PSF 15 PSF GENERAL NOTES: 1. All work shall conform with the latest adopted edition of the Florida Building Code, Mechanical Code, Plumbing Code, The National Electrical Code and all applicable codes and regulations, local, city, state, federal, safety board of fire underwriters and fire department. 2. Workmanship shall be equal to the best trade practices. 3. All installations of manufacture's specifications shall be in exact compliance with manufacture's printed instructions. 4. Contractor and / or owner shall verify all existing conditions and dimensions before any phase of construction is to commence. Daniel M. Ossman Drafting Service is NOT responsible for any errors in dimensions. 5. Contractor and / or owner shall coordinate all work between site, building electrical, mechanical and plumbing before each phase of construction begins 6. DO NOT SCALE PLANS. a� O -8 L .a � � �i t- P OC Lo Cit 0) Cr�to U Nd _ )®�M cu crS : o L- W v, (D 0 � L0,6 0.. o E "a�`�?� o Cc ?'` ;a E in :p Q_ _ o o aEE512 Z �n ocs c O a �� M;- o +- cu " 00 4)U- C Uj c cu��a�F-moo 1®UF-2�Na �✓�% W W a D � -I I _ I - , , ai I -;c ,I , 1rr:r uariin,", III 11.1i.if 1-1.7i li', i I I I i I I i T 1 1, i., 1 111 1 , I 1i it I i ,1 "L , 1-i,' SECTION 2406 SAFETY GLAZING 2406.1 Human impact loads. Individual glazed areas, including glass mirrors, in hazardous locations as defined in Section 2406.4 shall comply with Sections 2406.1.1 through 2406.1.4. Exception: 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 11, unless otherwise indicated in Table 2406.2(1). Exception: Glazing not in doors or enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers shall be permitted to be tested in accordance with ANSI Z97. 1. Glazing shall comply with the test criteria for Class A, unless otherwise indicated in Table 2406.2(2). 2406.3 Identification of safety glazing. Except as indicated in Section 2406.3.1, each pane of safety glazing installed in hazardous locations shall be identified by a manufacturer's designation specifying who applied the designation, the manufacturer or installer and the safety glazing standard with which it complies, as well as the information specified in Section 2403.1. The designation shall be acid etched, sand blasted, ceramic fired, laser etched, embossed or of a type that once applied, cannot be removed without being destroyed. A label as defined in Section 202 and meeting the requirements of this section shall be permitted in lieu of the manufacturer's designation. Exceptions: 1. For other than tempered glass, manufacturer's designations are not required, provided the building official approves the use of a certificate, affidavit or other evidence confirming compliance with this code. 2. Tempered spandrel glass is permitted to be identified by the manufacturer with a removable paper designation. 2406.3.1 Multi -pane assemblies. Multi -pane glazed assemblies having individual panes not exceeding 1 square foot (0.09 M2) in exposed areas shall have at least one pane in the assembly marked as indicated in Section 2406.3. Other panes in the assembly shall be marked "CPSC 16 CFR Part 1201" or "ANSI Z97,1," as appropriate. 2406.4 Hazardous locations. The locations specified in Sections 2406.4.1 through 2406.4.7 shall be considered specific hazardous locations requiring safety glazing materials. 2406.4.1 Glazing in doors. Glazing in all fixed and operable panels of swinging, sliding, and bifold doors shall be considered a hazardous location. Exceptions: 1. Glazed openings of a size through which a 3- inch -diameter (76 mm) sphere is unable to pass. 2. Decorative glazing. 3. Glazing materials used as curved glazed panels in revolving doors. 4. Commercial refrigerated cabinet glazed doors. 2406.4.2 Glazing adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge of the glazing is within a 24-inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the walking surface shall be considered a hazardous location. Exceptions: 1. Decorative glazing. 2. Where there is an intervening wall or other permanent barrier between the door and glazing. 3. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing in this application shall comply with Section 2406.4.3. 4. Glazing in walls on the latch side of and perpendicular to the plane of the door in a closed position in one- and two-family dwellings or within dwelling units in Group R-2. 2406.4.3 Glazing in windows. Glazing in an individual fixed or operable panel that meets all of the following conditions shall be considered a hazardous location: 1. The exposed area of an individual pane is greater than 9 square feet (0.84 M2); 2. The bottom edge of the glazing is less than 18 inches (457 mm) above the floor; 3. The top edge of the glazing is greater than 36 inches (914 mm) above the floor; and 4. One or more walking surface(s) are within 36 inches (914 mm), measured horizontally and in a straight line, of the plane of the glazing. Exceptions: 1. Decorative glazing. 2. Where a horizontal rail is installed on the accessible 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 1/2inches (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 114 inch (6.4 mm). Fully tempered glass and laminated glass shall comply with Category 11 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. REVISIONS NO DATE DESCRIPTION Ica, .&D gZ 141. S: 40 0 Q)4- 0 L - 0 woo Ln 0) Cl e"I -q- C> M C - o L) 64 < M 0 -CO 09-0 > 8 - -:e .-M-0 0 W -U- E OF z E a 0 L) 4 0 T ii (D vp tM< > M CD 0 c >, C ­ E0 CU-a'a 0 00) t E :�� E E 0 81M 0 0 0 CU 0 W C 0 H r. 0 L o 8 rE Na UJ U) UJ 0 .J < D D U) JOB NO. MASTER DATE JULY 1, 2015 DRAWN BY Daniel M. Ossman 4� AXel \AIIL7 J �I LLO�;' CrLl- v-//0,5 vt0n�14:�Ai- lAQ, �� 9•Ja' r, 6 � its• ®V 711riTT11fill Bypass Combinations Door Size A/8 2 Panel - 2 Track 57 29 7/16 [ —Al-8 —1 6'0" 35 7/16 F- T 8'0" 477/16 1 10'0" 59 7116 1 Door Size A/C 8 3 Panel - 3 Track 9'0" 351/2 i31 /2 p s c 12'0" 471/2 451/2 1510" 591/2 571/2, 1 Door Size A B C 3 Panel - 2 Track TO" 36 5/8 34 9/16 357116 12'0" 485/8 469/16 477/16 i 15'0" 605/8 589/16 597/16 ILj Door Size AID a/c 4 Panel - 2 Track 12'O" 35 7/16 3411116 A-1 i I cI c i o- 1610" 477=16 47`:lil¢ pocket combinations LAW Door Size A 1 Panel -1 Track 3'0" 365/16 4'0" 48 S/16 r— 1 ST 605/16 Dour Sla A B 2 Panel - 2 Wad 6'0" 3431 a 35 7/16 S'0" 463/8 477/16 Door Size A 8 C 3 Panel - 3 Track 970" 34 3/8 331/2 357116 12V 40318 451/2 477/16 15'0" 583/9 571/2 597/16 j Door Size AB 2 Panel -1 Track MASONRY GARAGE DOOM R JAMB DETAIL F RAM E GARAGE DOOR JAMB DETAIL I ff 477/16/16 10'0" 597116 0" 4 �.�.��::•. _ ,,-.�,.,....,,�,.�r �-r��.,».::.. _,"c s<»�••�. _..� �. �.,::.:a... �c..,,� _ �.. rrnwn i w ..e���.�e � Door Size AID B/C 4 Panel - 2 Track. 1010" 281/8 2815116 A e c 12'0" 34118 3415/16 SCALE: N.T,& SCALE: N.T.S. 1610, 46v8 4615116 Note- Sizes above are buck dimensions and not rough openings. 1 v C- _� 4j ; a- m. F w. rtAI �,� �`. )) �, y Y r } _ a^ x 1Ji L t BUCKSTRIP INSTALLATION DETAIL FRAME DOOR ATTACHMENT DETAIL. SCALE: N.T.S. LED W1 P c. d �JA! LS 1r ts„ FRAME WINDOW ATTACHMENT DETAIL_ Nominal Double Pocket Actual Frame Width" Hookstrip To Hookstrip 2P-1 T-L & R 5'0"x6'8'18'0' 1191/8 60 6'O"x6`8"/8'0" 1431/8 72 8'0"x6'8"19Cr 1911/8 96 10'0"x6'8"/81rt 2391/8 120 Q 2T-L & R I ff x 6'8"/8`0" 176 5/8 1171/2 12'0"x6'8"18'0" 212518 1411/2 16'0"x 6'8'/810" 284 S/8 1891/2 „ r Name Masonry Wood Name Masonry Wood 12 19718 x 26 18.318 x 251/4 $1W 37 3/4 x 49 $61/4 x48114 T3 197/8x383/8 183/8x37518 3044 373/4x53 361/4x52114 14" 197/8x50-5/8 183/8149.118 3650 ,"T7 7/ o7 J/4x601/4 h 15 19718x63 IS3/8x621/4 3060e 373/4x?3 361/4021/4 16 19'7/8x1.3` 183/$x2:1f4 3420 4'1.3I4x25' 401/4x241/4r 1A2 271/4x26 253/4x251/4 3430 413/4x37 401/4x36114 lA3 27i14X'3$318, 25314x3T518 3438 413/4XAS 401/4x441(�` 1 A4 271 /4 x 50 5/8 25 314 x 49 718 3440 413/4 x 49 401/4 x 481/4 1A5 27:1f4x-63 ?5'3/4XQ1/4 3d44 1., 4i3/4-x33 4> iA.-xvv4 1A6 27114 x 73 25 3/4 x 721/4 3450e 413/4 x 61 401/4 x 601M 22 37314x26 361/4*251/4 3460e , V4x•73 'fN431'721/4 23 37 3/4 x 38 3/8 361 /4 x 37 5/8 3820 45 3/4 x 25 441/4 x 241 /4 14 373/4x 50 5/$ 36+1A x: 49 7/8 3830 . 45 3/4 x37 44114 x 361/4 t 2,e� 7 3 .3/4x63 14 214 36 , x6 / 3838 4 4x 5 53/ 4 4 1 441/ x44 14 26e 37 3/4 X.73 3G T/4 x:7,2114 WO 45 3/4 x:'49 d4114 ic:48'M/4 3? 53 7/8 x 26 52 3/8 x 25114 3844 45 3/4 x 53 44114 x 52114 r .5,31/8x383/8. 52318075/8 3850r s; -A5314x61: 44f.11#X"601/4 34 53 7/8 x 50 5/8 52 3/8 x 49 7/8 3860 t° 45 3/4 x 73 441 /4 x 721 /4 517/8:x63 523/8xV�114. 4022Ei. , 443/4'x25 d '1I41s24i1d' 36e 53 7/8 x 73 52 3/8 x 721/4 4030 49 3i4 x 37 48114 x 361/4 .038 149314x.45 4814x441/4 • , 1 , Name Masonry Wood 4040 49 M4 x 49 481/4 x 481/4 2020 25314x25 241/4x241/4 41 493/4x53 48:1/4x5210 2030 253/4x37 247/4x36114 4050e 493r4x61 48IMx60U4 2038 253/4X.45 241/4x44:'1 88(itte 493/4x73 481/4x72114 2040 25 3/4 x 49 241/4 x 481/4 4420 .53 718 x 25 52 318 x 141l4 2044 , 25 374 x53 241/4x 521/4 4430 .. 53 7/8 x 37 53 3/8'x 361/4 2050 25 314 x 61 241/4 x 601/44438 53 7/8 x 45 52 3/8 x 441/4 2060 233/4it73 ?�4u4x721/4 537/8`x49 s2318x481/4 2820 33 3/4 x 2S 321 /4 x 241/4 4444 S3 718 x 53 52 3/8 x 52114 2830 333/4x37 321/4ic36419 *0e' 537/801 ftx601/4 2838 33 3/4 x 45 321/4 x 441/4 4460e 53 718 x 73 52 3/8 x 12114 2W 333/4x49 321/4.xQ1%4 2844 33 3/4 x 53 321/4 x 521/4 Name Masonry Wood 2850 33314 x 61' 321/4 x 601/4 271/4 x 26 25 3/4 x 251/4 2860e 33 3/4 x 73 321/4 x 72114 1A3 171 /4 x 38 3/8 25 3/4 x 37 5/8 3020 , 37 3/4x 25 36114 x 24114 IA4 `. 27114 x.50 5l8. 25 3/4x49-7/8 3030 37 3/4 x 37 361/4 x 361/4 22 37 3/4 x 26 361/4 x 251/4 3038 374/444 361/4x44114 23 37314x383/8 361/4x3TIN, Nominal Panel Stack Actual Frame Size" 2P-2T 5'0" x 6'8"/8'0" XX,OU0 60 x 80196 6'0"x 6'8"/8'0" xX,Ox,xO 72 x 80/96 8'0" x 6T'/8'0" XX,OX,XO 96 x 80/96• 10'0"x 6'8"/8'0"+ XX,0x,x0 '120 x 096 3P-2T 9'0"x 0"!8'0" Ox0 108 7/8 x $0196 1ZO'x 6'8"/8'0" OXO 144 718 x 80/% 15'0" x 6'8"/8'0"t OX0 180 7/8 x 80/96 4P-2T 10'0"x 6TXO" OXXO 119 5/8 x 80/96 127 x 6'8"/&'0-' OXXO 143 5/8 x 80/96 167 x 6'8"/8'0" OXXO 1915/8 x 80/96 3P-3T ° y 9'O" x 6'8"/8'0" xxn" 106 3/4 x 80/% 12'O"x Or/8'0" Xxx 142 3/4 x 80196 15'0" x 68 !$'0"t ;txx 178 3/4 x 80/96 4P-4T I0'0"x6'8"/8'0" XXXX 1171/2x90/96 12'0"x 6'8"/8'0" xW 141 112 x 80/96 16'0" x 6'8"187 XXXX 189112 x 90/96 Nominal Single Pocket Actual Frame Width" Jamb To Hookstrip 1 P-1 T-UR 3'0" x 6'8'/8'0' 7/8 36 506 5'0"x6T18'0"t 1197/8 605/16 2P-2T-UR 5'0"x6`8"/80" 881/2 5815,116 0'x6'8"/TO' 106i/2 7015/16 8'0"x6'8"/8'0" 1421/2 9415/16 10'0"x 6'8"/8'0"t 178 1/2 118 15/16 3P3T•L/R 9'0"x 68"/8T 141 1/4 105 11/16 12'0"x6'8"/87 1891/4 14111/16 1STx 68'7871 2371/4 17711/16 4P-4T-L/R 10.0,. x 6,8..�31,0,. x46 116 706 UT" x 6'8" /8'0` ` 76 140 7/16 16'0'x 6'8"18'0" 236 188 7!16 20'0"x6'8"1S'0"t 296 2367/16 Notes: ":Actual Frames Sizes shown do not include wood buck or shims. t Available in 500 Series only. All openings must be plumb and square. Masonry opening sizes reflect nominal 1"thick pressure treated wood buck strips. Wood frame openings are calculated with the dr1 vall butted to the window frame. Name Masonry Wood Name Masonry Woad 24 373/4x 505/8 361/4 x497/8 5040e 613/4 x 49 60 TU49114 25 37 3/4 x 63 361 i4 x 621/4 5050e 613/4 x 61 601/4 x 601/4 32 53 7/8 xl6 523/" 2S114 5060e 6.13/4.x 73 tit 1Ax 721•/4 33 53 7/8 x 38 3/8 52 3/8 x 37 5/8 6020 73 3/4 x 25 721 /4 x 241 i4 34e 53`718,x,50`5/8 *523/8x49718 6030e 733/4x37 721/4x361/4 35e 53 7,18 x 63 52 318 x 62114 6040e 73 3/4 x 49 72114 x 48114 Me 537403 523/8021A 6050e 73,31061 727/4001/4 42 747/8x26 73318x251/4 6060e 733/4x74 721/4x7771/4 43•e 74`1/8 x38 3/8 73 3/8 x 37518 , F 44e 74 7/8 x 50 5/8 73 3/8 x 49 718 blame Masonry Wood 45,, 747163 73,3/81f621/4 46e 14 7/8 x 73 73 3/8 x 72114 �1U-3 3'3/4ak2S ?1114%24:114 6030-3 73 3/4 x 37 721/4 x 36114 ` r M117111raliftTIM60*3 73 3/4 x 49 7Z 1408:_9/4 Name Masonry Wood 6050-3 73 3/4 x 61 721/4 x 60114 2020 25 3/4 x 25 24114 x241/4 7020-3 85 3/4 x 25 841/4-x241/4 2030 25 3/4 x 37 241 /4 x 361,14 7030-3 85 3/4 x 37 841/4 x 361 /4 2040 25314x49 241,4x481/4 7040-3 853/4x49 841/4X48414 '020 37 3/4 x 25 36114 x 241/4 7050-3 85 3/4 x 61 84 114 x 601;`4 3030 37314x37 361/4x361/4 8020-3 973/4x25 %1/4x24114 3040 373/4x49 361/4x481/4 8030-3 97314x31 %1/4x36114 3050 37314'x61 361/4x601/4 8040-3e 973/'4x49 %1/4x481/4 4020 49 3/4 x 25 481/4 x 24114 8050-3e 97 3/4 x 61 9614 x 60 3/4 4030 4493/4 x37 481/4-x 36 1/4 9020-3 109 3/4 x 25 108114 x-24.1/4 4040e 49 3/4 x 49 481/4 x 481 /4 9030-3 a 109 3/4 x 37 1081/4 x 361/4 4050'e 49V0,61- 481/41:601/4 90404e 1093/4x49 1081/4x481/4 4060E 49 3/4 x 73 481 /4 x 721/4 9050-3 e 109 3/4 x 61 108114 x 601 i4 5020 63314 x,25 601/41-24114 5030e 613/4 x 37 601/4 x 361/4 Mulling Components„ ,.,,1 -— I N KC1 MULLM CLIPFT- [No�Sbvd" srANDANDTUKMULL1016 � 1x3, ixd, lx5, JX,, R5, 2x6 L1,Y 7.,15 4 �L STANDARD MUUx1NS 1x2,11C3,1x4 MUU.IOJO N CUP e - Meets or exceeds egress requirement e'- Does not meet egress requirement in 9000 and 975 Seres. REVISIONS NO DATE DESCRIPTION e,a � L LSr r °w• c+i � r o '«. b0 Isr �i 'O 0 N t�6 No (nap Sj ,U M a) CV �70 cr—Lb 0CF) c M o��co j N Q C) oy ca C/) 0q) 70 > +. s_ -0 d s— 111 3 to t!1 Oy CU U- CC/) a- � E'E ® t4:s0 i � ,0 Q > M Cos E Q= E 0 R Q Co (1) c0 0 � C7 " E cis U I— 00 7s C) E1 M U) �0 0E-M�M VJ Lij —� F— C F— i 2 CrU 0 Y V VJ log ?CIO, MASTS R rL ULY 1, 2015 �o� WN Baniel M. Ossman [ SHEET NO. SCALE: N.T.S. SCALE: N_T.S. S-3 APPLICATION INSTRUCTIONS Timberline' Series shingles coma -- - - - aa" (914mm) _ _ W (203mm) - W W,&M) in either 36" (914mm) or 36715116" t 14. 35Btnm (938mm) lengths, depending on I�11-17 (292mm) �'— 1a"(3B1mm) shingle brand. Application instruc- 1 lo.._ 1 (25 r,m) . ,_1rr (3g„+,,,) 12-1f2" mm (1181ne l+-1 (25) - 1-Itir (3emm) bons apply to both. I 1 (25rtxn) - +-112' (.3lSmm,) -1 -•- - ' (2Smmy - 1-trt t3Bnari) --.) These shingles must be nailed a 5-ere" (143mm) seN sr l 5,W',14 imn, i nominal 5-5/8" (143n)m) from bottom ^ant'"tvr rgmetal unexposed ,m Back nominal unoxoosod of shingles, as shown, to allow for and through ; anal ft., h penetration through the double ply n"tn ta�ar° area just above the tabs. Nails should 1— - - remain unexposed. ulantklrd Nat rnp Patterr lour nsiis per sh vx i.. Nail G,Onix <, tom: Po-7ttt m GENERAL INSTRUCTIONS • ROOF DECKS: For use on new or reroofing work over well -seasoned, supported wood deck, tightly -constructed with maximum 6" (152mm) wide lumber, having adequate nail -holding ca*ity and smooth surface. Plywood decking as recommended by I le F Ineered Wood Assn. is acceptable. Plywood decks for Class A installations must be 3/8" ( m) thick or greater with underlayments as noted below. Shingles must not be fastened directly to insulation or insulated deck unless authorized in writing by GAF Materials Corporation. Roof decks and nistingg surfacing material must be dry prior to application of shingles. UNDERLAYMENT: Underlayment beneath shingles has many benefits, including preventing wind driven rain from reachingthe interior of the building and prevent! sap in some woad nnggdeckin from reacting with t n s I rk, ui ed b man code bod- i es. om .act ng w t asphalt shingles, lnderlayme t e also 'fl r y y Consult your local budding department for its requirements. Where an underlayntent is to be installed, a breather -type underlayment such as GAFMC's Shingle-Mate'underlayment is rm- ommended. Underlayment must be installed flat, without wrinkles. • FASTENERS: Use of nails is recommended. (Staple specifications and application instructions are available from GAF Materials Corporation, Contractor Services Dept., 1361 Alps Road, Wayne. NJ 07470.) Use only zinc coated steel or aluminum, 10•-12 gauge, barbed, deformed or smooth shank roofing nails with heads 3/8" (1Omm) to 7/16" (1-2mm) in diameter. Fasteners should be long enough to penetrate at least 3/4" (19mm) into wood decks or )lust through the plywood decks. Fasteners must be driven flush with the surface Of the shltngle. Over driving will damage the Mingle. Raised fasteners will interfere with the sealing of the shinggies. For normal installation, four fasteners must be installed per shingle, a nominal 5-5/8" (143mm) up from the bottom of the shingle to penetrate both layers of the shingqle. Fasteners must be installed approximately 1"- 1 112 (25 3$mm) and 11-112"-12-1 /2" (292-318mm) from each side. • WIND RESISTANT: These shingles have a special thermal sealant that firmly bonds the shingles together after application when exposed to sun and warm temperatures. Shingles installed in -all or Winter may not seal uritil the following Spring. It shingles are damaged by winds +`Underlayment: Standard Slope-4/12 (333mm1m) or more Application of underlaymertt: Cover deck with one layer of underlayment installed without wrinkles, Use only enough nails to hold un derlaymerit in place trail covered by shingles Application of eave flashing install eave Flashing such as GAF Materials Corpporation Weather Watch' or StormGuard" Leak Barrier in localities where leaks may be caused by water backing up behind ice or debris dams. Eave flashin must overhang the roof edge by 318' (10mm) and extend 24' (610mm) beyond the inside w2line. 4" (102mm)Li:L_. Deck 12' (305mm) or ShxmGuardl Weather watch° Minimum Slope. For lower slopes. see Box to , ` _;J� r Leak 8arrer. All sheets are 36" (914rnm) 'Hide Shingle Mate under:aymsnt. Along rake, drip "a on top of underlayment. 319" Roof overhang 2" (51mm) Side Lap F4-(102rn.M)En,dLap Along saves put urtderkWmant on top of metal drip edge. before sealing or are not exposed to adequate surface temperatures, or if the self -sealant gets dirty, the shingles may never seat. Failure to seal under these circumstances results from the nature of self-sealing shingles and is not a manufacturing defect. To insure immediate seating, (t 4 quarter -sized dabs of shingle tab adhesive on the back of the shingle 1" (25mm) and 13" 31m) in from each side and 1 (25mm) up from bottom of the shingle. The shingle must be pressed firmly into the adfesive. NOTE: Application of excess tab adhesive can cause blistering of the shingle. For maximum wind resistance along rakes, cement shingles to undertayment and each other in a 4" (102mm) width of asphalt plastic roof cement. NOTE: The film strips on the back of each shingle are to prevent sticking together of the shingles while in the bundle. Their rt moval is NOT required during application- ^ CANADIAN COLD WEATHER APPLICATIONS: CSA 123.5-M90 mandates that shin- gles applied between September 1 and April 30 shall be adhered with a compatible field -applied adhesive. See Wind Resistant for GAF Materials Corporation's recommendations for the appli- cation of that adhesive. • MANSARD AND STEEP SLOPE APPLICATIONS: for roof slopes greater than 21" (1750mm/m) per foot (do NOT use on vertical side walls), shingle sealin must be enhanced by hand sealing. After fastening the shingle in place, apply 4 quarter -sized dabs of shingle tab adhe live as indicated in Wind Resistant above. The shingle must be pressed firmly into the adhesive. • EXPOSURE: 5" (127mm) • THROUGH VENTILATION: All roof structures must be provided with through ventilation to prevent entrapment of moisture laden air behind roof sheathing. Ventilation provisions must at east meet or exceed current F.H.A., H.U.D. or local code minimum requirements. • NON -CORRODING METAL DRIP EDGES: Recommended along rake and eave edges on all decks, especlall plywood decks - ASPHALT PLASTIC CEMENT: for use as shingle tab adhesive. Must conform to ASTM 04586 Type I or It. laUnderlayment: Low Slope 2/12-4112 (167mm-333mm/m) Application of urderlaymem and eave flashing: Completely cover the deck with two layers of underlayment as shown. Use only enough nails to hold underlayment in place until cowered by shingles. Use blind nailing for eave flashings. 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 edge 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' undertayment. Low slope 2" to 4" t _ Weather watch" (51mm to 102mm) , ^� ij or StormGuard* 12" (305mm) Leak Barrier. All sheets are 36" (914mm) wide Shingle -Mate" Lap streets underlayment. 19" (483mm) Rake dripto provide edRe x ir" double coverage. 31e" (1(htxn) Root civiarhanig Eaves drip edge 2 Starter Course Apply as shown Start at either rake and lay in either direction Urdertayrrent Non -corroding tu�� `mt+9t� Metal Grip Edge k mnt>,neb ryrt�4 For maximum wind resistance . along rakes, cement shingles 3r�e Gv Place shingle 318" (10mm) to underlayment t vr save and readges a 4" (102mm) width Sete` other in oprovide drip edge of asphalt plastic roof cement. 0 Trim tsbs off all starter course shingles, then place and nail ae shown, 3" to 4" (76mm to Trim 6"(152mm) from end of 102mm) from save first shingle 3 First Course Start and continue with full shingles laid flush with the starter course. Shingles may be laid from left to right or right to left. DO NOT lay shingles straight up the roof since this procedure can cause an incorrect color blend on the roof and may damage the shingles. ttMlerINVITKttlt lss r rer txdety�A�ce°V'Continue asaveand first rx>,ime wish whole shfng esrst r:ourse with whole shingle planed 3/8- (1()mm) ve and rake edties to pjvide dnp edge 4 Second Course Start and continue second course as shown. Trim 6" (152mm) from the end of the shingle. 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 wit shingles having 6" (152mm) trimmed from rake. Trim Shinnies &" (i52mm) Ile Third Course trim 11" (279mm) from the first shingle in the course then continue with full shingies across the roof. 1�C� N, l r n me. Shingles Fourth Course and Remaining Courses Trim 17" (432 min) 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. Fifth Course Furl Sh,ngte -` Thin COUM ° Fourth Cout w -- T +1 ° Serrnb Course ° ` % %'° First Cotirso � a' a° FUliShinglr ° N > ` m Trimmed 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 TTMBERTEX" 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. 8" (203mm) exposure Berri Hip & Ridge shingle Tt14t3URTEV• centered over Hip or Ride Hip & Ridge - Nail 9" (229mm) from botWr, and 5' (127mm) _ 1" (25mm) frorn edge exposure Nail 5-518" (143mm) from bottom and 1" (25mm) from edge Re-Rootingg If old asphalt shingles are to remain in place, nail down or cut away all loose, curled or lifted shin- gles; replace with new; and just before applying the new roofing, sweep the surface clean of all loose debris. Since any irreguiarittes may, show through the new shingles, be sure the under€ying shingles provide a smooth surface. Fasteners must be ref si�cient lengths to penetrate the weZdeck at least 3/4' (19mm) or just through plywood. Follow other above instructions for application. Note: Shingles can be applied over wood shingles when precautions have been taken to provide an acceptable smooth surface. This includes rutting back old shingles at eaves and rakes and installing new wood edging strips as needed. Make surface smooth and use beveled wood strips 9 necessary. Install #30 underlayment to maintain Class A rating. This product is sold with an express LIMITED WARRANTY only. A copy of the LIMITED WARRANTY stating its terms and restrictions is printed on the product wrapper or may be obtained from the distributor of this product or directly from GAF Materials Corporation. Any deviatiklrl from printed instructions shall be the responsibility of applicator andior sperifxx-. Precautionary !dotes Timberline' Series shingles are fiberglass, sett -sealing asphalt shingles. Because of the natural charaeteristic5-of the high quality waterproofing material used, these shingles will be stiff in cold weather and flexible in dint weather. 1. Bundles should not be droppzed on edge nor should attempt he made to separate shingles by "breaking" over ridge or otllel bundles. 2. Handle careful€y. 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 1101 (43'C.) Store on flat surface and use weight equalization boards if pallets are to be double stacked. Shingles must be protected from weather when stored at job site. Do not store near steam ppipes, radiators, etc., or in sunlight. All rolled oduct must be stored on ends. 5. If shingles are to be applied during PROLONfpFD COLD periods or in areas where airborne dust or sand can be expected hefore sealing occurs, the shingles MUS I be hand sealed. See Wind Resistant instructions. 8 Wail Flashing (Sloped Roof to Vertiical Wall) 5" (127mm) Min. Metal Flashkxa (Nailed to the deck, not to vertit:af side wail) Cap Shingle -Do Not Nail. Install with R acafing Cement Roofing Canwnt Shingle Roof Deck 9 Chimney Flashing Non-ror,oding rniNal cointe 5 ashk?B to elaorW yilWTl over base flas`.Ine 0 Valley Construction -Closed Cut Crk:ket nn high We of dwrs,ny Non-comading metal base ftssNng. One piece glop flashing for each course. Cement in plaice and nab with 2 nalls. P"Id overlying srtn*s in asoall prwstic renwnt vatlmy'� rxAsrkfre Extre fastener `n Comm hill Nrllla! rOE ell ° hinitle of weathor wcxd,• �x 3tomGuard" -.-_ _. No fasta:,a'. walla __ Gsnk Asrrue' {6' (152mmJ- 8" i"52rtxn) [yt'.antnrino and Iaps) In vafty. Eoend end sninrle at -east .2" ,.r9Srrim) .^.�..-. - ..• heNC m1 vaNsy tz+nt_.Nria Carty =ndarawrwnt - Y......�._.,��_ Clipped arner seal Ac.rQ•.9 v?Iley -'--..`•'-'—e"a" _ . _ �_ in milling comm"t •oy Valley Construction -Open Content lr(Mrom) Irianar ktfnc wqn afd}:e'uo4 Carrier ^,.o" (.5(NSmm) pkr, eav,attr0 ^,,. wide ran-rzartdng, mar r>Q 24 Wit!rret81 _.. in Noy.-.w..:. �.-_....»,,.4,..,......., Knintum 4" ('.Q2mm) under shirgk,s of owe • " , Run stadw slM and. shingle course orry ac� ,alley 12' (301imm) nlmm:m punier .T width roe' ._._ of weather watch•' or Storrr6uard* Laak eerier (8" (152nzrri) end taps) in valley - Sects the metal flashing ..1^' wwmt punctudntl by plscfrp rooting Waits every 12" to 18' (306 - 451mm) ai". edge OW toil raxna m rto not nag Ih"h mate Valley wdley as owwn Embed eNngka: c, Who. Plastic cemrtH :n vat" Top of valey 6''1p2mm° wide between 2°Halgies. StxaadsS-9-4,---1!8'{1GtnrrJ„) per fxt toward save. ROOF DIAPHRAM NAILING SCHEDULE ROOF FDGF_ I 3. --J rii._.---`,.,_.__..--__.------------ - - RIDGE L f Q� I J2 rl+ 4 .� } t. L_ m� ___ -' _11 L T — ______J I {� (3} NMI! , , MA UAW Mo I M1 .1 Consult lei •; R 0For ♦d• ti 1 8d Ring Shank Nails @ 6" o.c. Edges & @ 12 ox. 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 ROOFEDGE i i NOTES: 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 Rine or Doug Fir or better. D. See truss Manufacture's truss engineering cut sheets for additional permanent bracing that may be required. E. "Tr' bracing may be used in place of permanent bracing provided it extends over al least 99% of the web. REVISIONS NO DATE] DESCRIPTION r� Q 00 old m c1J .,p,. 'rr 6jA r•*'1 � � � C00., b ^v o rA E �✓ ova :. t I T v fir- N ^` T C:L ` Q 00 a�-0ctOfLCF) O O c) — (D C t) (i3 � .0 kv :O (D `0 L UJ LL O O tL a)) (4)M � U C- E�'�W2E C O s= O M () N CO I4VI � a _ I C a.`= E[a� U E s= = w 0) O Cn I " L 0 CO r.- O COO ° Q 0 0 X M (ri oV CO� a)co N i i=- .0 f� C (U C N� r O H�1 UF--=Nth UUJ F-_ UJ D"�' gym! cc U. 1 iii— r� r- C,._7 cl-J 0— JOB NO. MASTER DATE JULY 1, 2015 DRAWN BY k Gj Daniel M. Ossman SHEET NO. S-4 _REVISIONS NO DATE DESCRIPTION 1od 8" O.C. ;om splice over stud Plate lengths must be at least 8' - 0" long (typ). TYPICAL TOP BEARING PLATE SPLICE SHEARIJVA►1 IL PANE 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 WIN IF,&PV„ I , I 1 9%d ILi 11%91Vl I „VI%A ♦ %FVWII a.lF.-o♦T , .ria.pl.,,I G-rV+ 4A& N,1r 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 SCALE: N.T.S. Double 2 x _ header Single hung window Window sill TYPICAL WINDOW SECTION HEADER SCHEDULE OPENING SIZE HEADER SIZE UP TO3'-4" 2-2X6 3'-50fTO5'-4" 2 - 2 X 8 51-5"TO8'-6" 2-2X10 8'-7"TO 12'-6" 2 - 2 X 12 Header SCALE: 3/4" = 1' - 0" Use Simpson "CS 16" strap or (equal), nailed to each stud w/ (2) 16d commons (typ). -7 Single header stud for openings of 6'- 0" or less. Double header studs req'd for openings greater than 8' - 0".' No connector required (typ). 1 - Simpson "HTT16" tension Fold 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 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 SCALE: N.T.S. 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). t:J... . i'a 1'-4" Min R - 30 batt or blown in insulation 5/8" drywall ceiling only See roof framing layout for connector Dbl. 2 x T top plate 1 /2" drywall over 2 x _ studs @ 16" o.c. over min. R - 13 insulation Simpson "SP2" at top plate and "SP1" at bottom plate 2 - #5. _cont, rebars TYPICAL WALL SECTION SCALE: 314" = 1' - 0" 4" conc slab w/ fibermesh or "opt"6 X 6 X 10X 10w.w.m. over 6 mil. vapor barrier on termite Treated and compacted clean fill. 2 - #5 cont. rebars OPTIONAL CONC FOOTING SCALE: 3/4" = 1'- 0" v � � o� fX � c � Ix E a A c*, t .-+ V °c o A � .M Co �w T Q 2 O .N a0�Wo� ctvcto N C4 < co 0) -0 0 Rcc M > "=c'` C6. -a o I- 111 .-J t - rn 2 U- acid c�L a 0)r 2 E o =U 2 Bch -vp'3 rnQ >Cg L OCc: cm: E� Qo C) t� E -3 ` ►.. 0) 2 N o m t5 �' U M v � 0 �.�WE Cn C � C '-2 0 ��-- 0 �6�- = N ii cc r w Q CD W � J VJ JOB NO. MASTER DATE IJULY 1, 2015 DRAWN BY DANIEL M. OSSMAN SHEET NO. S-5 �pOu� I Oj . - Im OF TYPICAL TOP BEARING PLATE SPLICE SHEAR PANEL: Consists of 1/2" CDX plywood or better nailed w/ 8d common nails, at 3" ox. edges and 4" c.o. field also, glue when possible. All other plywood between shear panels to be nailed w/ 8d common nails 4" ox. edges and 8" ox. 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. 2400 r r�arl I � F SCALE: N.T.S. sw f ��Wl xe 1011 1pob(lo CT)"SIIDS, TYPICAL SHEARWALL PANEL SCALE: N.T.S. rffl.r. - TYPICAL IDOW SECTI1 HEADER SCHEDULE OPENM SUE WAVIM SUR UP TO 31- 41, 31- 5- TO 5- - 4- 2-711XF 51- 5" TO 8f - 6?1 2 - 2" X 10" 81 - 7" TO I F 6" L - 2" X 12'"' I r7p---4;0!im 01'4 WM SCALE 3/4" T - OF' e"I A A TYPICL LOAD BEARING HEADER DETAIL AT EXTERIOR WALL ONLY SCALE: N.T.S. Fiberglass shingles over 30 lbs 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.. III x6d'Fpsc 1�0,wp - caj�,,XJT�-p rl FRT - =*ft=W,= ICAL WALL SECTION 0 5 5 """OMNI NN SCALE: 31NI = it - at C; 92 r" t ,x C) mob s. 42 ar 0 M M Lo 0) CL C C cc C a) 0 (00 C24 < 'M W U) 0 0) we fY Cf) 0 2: L Lu -j LL (D 2 C LL U) CL 55 CM M E (D .2 E -0— M 0 = I.;;. tF 6 2 cD co b— < > CO C CM 0 E 4- Ll 0 0)0 E — (0 E's i! - Co 0 M 4) Cc C: 0u 25 CS ,U- U) - o -r- N a- v- CD Uj W Uj D D F- F- 0 n D cc F- W JOB NO. MASTER DATE JULY 1, 2015 DRAWN BY Daniel M. Ossman e "L" BRACING REQUIREMENTS STUD NO (1) 2' X 4" (2) 2►► X 4" (2) 29► X h►► SPACING "L" BRACING "L" BRACING ►'L'► BRACING "L" BRACING 1 6" h1 - 0"-AI - C1, 4f - 5" - Q - 0" v ^ V" - 12" - 0" 12/ - 0" - 1 & - 0" 244" 01_01-'4l-0/1 41-0"-T-0" 7'-0"-)W-0" 1W-0"-141-0" Scissor Gable - (1) 2" x 8" #2 S.P.F. @ Each Vertical and (2) 21' x 8" Full Height @ Diaphragm Blacking NolL 1. "L Bracing must extend at least 90°/® of web length except, scissor gable which requires brace to extend full height of gable. 2. "L" Bracing to be fasted to gable stud with IOd x 3" nails Q 4" o.c. .VI X 411 11,1.ril f5ux'v SINGLE "L" BRACING DETAIL. - SCALE: N.T.S. Z11x 41 11 1 0 (3WC.K I I•k.1 K4 642;lo.C. �/jc1 4'° o, c, ' 1 I . I DOUBLE "L" BRACING DETAIL SCALE: N.T.S. l fv1 6 ..wr+f2 iGC Y' 1/ ■ . ■ 1 1 y./ 4 '■f■/ ■ , TYPICAL GABLE END BRACING DET IWAY1 '�, ,� iMMph U r SCALE: N-T.S SCALE: N.T.S. XQ W ED 6 C2. G' 000 (D CO �vc�cc ._ a� u� .c? 'o � a� M C'; E6 W o to_ju.. CL (DM U C- rns E E c a� .� eta E �❑ cm >`v° c c c Ca .- s� _ 0 o o 00 E 5 Lco (0 � m v � 1 ©®�=ter 200 2 -o a 5, �- S U- . (!) e Nd f ) .�J U1 W Uj D D F- Mn D cc % F-- W JOB NO. -MASTER DATE JULY 1, 2015 DRAI BY DANIEL _R OSSMAK Al Zl'X 4'i 1 -r" 4 j TQf F7 �^'�''!►dx 3'' +. 41 ' o. C,. C') g'' o L Y2'C 1 LI L� pE, JSL 4'Y'3LJ rl V,//A L L. f5C&V-P r4ST-&lE.P ` 18c� L.EjZ scecwG Poe A PST 5-0 'CH E1G' W&L.L & 9-'' 0.6. (-r,(p) it 0, G. Z' x 41 EA, 6 .ICI FI szsT 8'-©' or- &. (2 YvAL.L 1(0 d -To E I-J&I t.z-> 0, Ems,,, E'lp - 1 H Fs () � '' � 'i' 0" o iz UCH' vcz 21' 4" o LJ'TL�o0 KEe � %211 ar(' PLC' P127� o,' osa 4 I ce. r, o s , I�x Z%I' I L'' aebc E -rc E. L-E& T q o % o v�/eL-Ejo ( -'S EE TA.) 5� SEGTioJ Fo¢. ADUI'T ior�L Ii1Fo2ri�TiOd � COtJL1ELTiO�IS 2'',c — STD P5 e I [,a'' 0. c. SECTION — TYPICAL GABLE END BRACINC j-DETAR' 3C ll04,.-TOP COOP LDSI )cKliei F6IZ FI05T" FOLD r-ov-v5 0 F 112115sES W/ 2- IG� TOF, 0,6,1 L 5 � EA . Ea p ;� �'` ► ,'' it ►:ii►���� .V r 6,5�&J r 5rC •• / • • /� '' a ��i I ►it0 SCALE: W.T.S. 5-1 ri p-5O i 11 0I01 1 Ov. LJa, e, F,,&. cXJTL.0ckE-C Z4" D, 6. !1)I I P5oJ " LST1'4 I S' i1yZCr' � V' z4 tl�ldj�Q%! ' EaI ov- ,oppr"it CTION — TYPICAL BALLOON FRAMED ir. z'' ?C -- STU Cs (9 142 ® . c' SCALE: W.T.S. SECTION, 151 I-,l1J "5P 2." OQ E,QU6L SCALE: W.T.S. -rO E. ,L& I L. Y"/*** I - I Cry d r..iW 1. 5 w/ 'Z- I®d OtNiL3 Ft-2 ictM OT M10, VIx4" C7ud0E9.S P ll� IT! ;. , � 10 , A .SECTION 2' x 4! `r" O �-mp Or &J EL. &"y'- Ji , Fly` w�/ ICE d x I L.5 C. U.C.. (2 ) > cad K6j Ls VV J4 4'' 6L.r*3G�K,.i SCALE: W.T.S. SCALE. W.T.S. .e S NO. „REVISION, DATE DESCRIPTION 92 �v C G.C�N� M CZ tL i � N Cq � ri -p O a) '�B = u � rya s a cn m' E ih L o c OEor U E E to � U> L N d m l5 0s... 0 U mm 0 .R C: 2c v H 0 Q Ewa--'�u� c v F- 0 ��C0. U) cr J W W CJ7 JOB NO, MASTER DATE JULY 1, 2015 DRAWN BY DANIEL M. 2§SAAAN SHEET NO. S-8 WE , 4 4 BOUNDARY, TOPOGR4PHIC& TREE SURVEY It's SECTION 11 TOWNSHIP 26 SOUTH RANGE 21 EAST PA SCO COUNTY, FL ORI DA LEGAL DESCRIP RON: SCALE' 1 " = 20' LOTS 9 & 10, BLOCK 105, A MAP OF THE TOWN OF ZEPHYRHILLS, ACCORDING TO THE 6—ii ylmm—mliiii MAP OR PLAT THEREOF AS RECORDED IN PLAT p' 10' ,20' 30' BOOK 1, PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. h 0 O 4'ti N 'L x,11 x 2 O tig 8 12 30 CAMPHOR VE 1'2" 0 o QR� 'Z0 VERIZON q� LOT 8 h GONG' Nt3� BOX � q\ ORS GONG C)- o- r `cam 3 & GP¢P � Cz ,Lr3 P) �� c.E�N GQv 1 Car-le DEH/QI.K 014 ( � 5 NGI- OG �'- 1 h0 O � ��• _ SRN • ; j *Q G RO 0 , OF C, ~ \x �, . �•� 3 �'�� m LOT o x 10 65 2 �2. T- 0 xv r 8 OAK C0j(, PiZIAW&Y 1 w �� •r�r �� / r ,T 9 q5 \ n �r 19� gib Q I eao I-i 1\SET ✓ v 'L \ X� x�b2o) 0�1 .n 200CHERRY LAUREL 4 FC.M. EV.=82.\ \ O ,. I 3 LOT 13 \\ t1� ��� N E��2O ai �' �23 C) b \ ,. l.�PaIZT�fEa.IT % \ 30 ♦• "' r LOT 10 24 CAMPHOR 0 �2h w (�, bb LOT 12 \ r UAD 14 CAMPHOR a 1 1k0 C 2l~ ' w Q (b"� CMVEL 01z \per V f ( / Co, ►JCV-E'TF- \ o -' �0, P P � 65 �b �pGE a 60 R/�'� U V I y E W&Y r \ x SET gNAIL � , IN P.P. ✓ 5 OAK LEV.=84.33 LOT 11 S.I.R. b \ wry ALSO ZO r F. 1/2 - N r 0.17' ST 0.53' ORTH b �(0 gth b PC :Point of Curvature (P) -Plat PT :Point of Tangency (D) :Deed PRC :Point of Reverse Curvature PCC :Point of Compound Curvature (Desc) :Description P.I. :Point of Intersection (0) :Calculation SIR :Set Capped Iron Rod 1/2' /16962 (F) :Field Measured RR :Found Iron Rod SEC. :Section RP :Found Iron Pipe TWP. :Township FCM :Found Concrete Monument RGE Rar+ge S.C.M. :Set Concrete Monument C/L Centerline cER17FIED Ta: SE7 DISK :Set P—K Nail & Disk C :Air Conditioner STARR MOTORSPORTS I RA YID L. SMITH FFND WD DISK :Found P—K ad SSW Disk i� :Overall G T NCF R : :Found Comer Found or Set J v?' A.P.O. : A Part Of PA�PIYlrirEF' K.H. PRY :Permanent Re/erence Monument COV SURVEYING AND MAPPING, INC. kwANN or� � o/N :overhead Wires AAS Masonry C.L.F. :Chain Unk Fence RES. -Residence 1406 W. LINEBAUGH AVE. Tampa, R. 33612 P.O.B. : Point of Beginning pig : Plat Book C' 04 Phone 813 935-1960 Fax 813 933-9446 SUrKe Ors Notes. POC :Point of Cummencamanf pa : p� '`Ppr y P—K : Parker—Kdon O.R.B. : OfHcid Records Book TYP. : Typical 1) Property shown hereon appears to be located in Flood Zone X" per F.I.R.M. No. 12101C 0456E Doted 9-2ti-14. This W.F. :Wood Fence NOTE' ALL TREES ARE MEASURED IN INCHES Certificate of Authorization "LB. #6962" surveyor makes no guarantees as to the accuracy of the above Information. Local F.E.M.A. agent should be contacted V.G :Concrete Valley Gutter E, :Elevation TBM : Temporory Benchmark SURVEYORS CERTIFICATE for `�tlon' ASPtI. :Asphalt 2) No underground ufr7ities, underground encroachments or budding foundations were measured or located as part of BM :Benchmark WC. :Wdrwss Comer ELEVATIONS ARE BASED ON NGS BENCHMARK S 106", 1 hereby certify that the survey represmrtad hereon meets the requkementa of Florida Administrative code this survey. Trees and shrubs were not located a»less otherwise shown. PP :Power/Utdity Pole R/W :Right Of Way ELEVATION $9.41 (NAVD88). pursuant to Chapter 5J-1'rwdar 51A5Z of the Rarldo Statutes. Unless it bears the aignature and the 3) This survey was conducted without the benefit of an obstruct of tlt/a therefore theta may be other easements, P''11f :Pro(sss<on°i Su^elor rk clapper EWE :Easement original raised seal of this Florida licensed surveyor and mapper this dmwh7g, sketch, plot or map is for rI hts of veer setback lines, o regiments, reservations, restrictions or other similar matters of public record not shown LB :Licensed Busi+ess intwmationd purposes only and is not vdid. hares». y g RLS :Registered Land Surveyor S/W :Sidewalk GB. :Chord Bearing BEARINGS ARE BASED ON THE SOUTHWESTERLY R/W LINE OF Field 4) Unless otherwise noted, distances shown hereon refer to plat and Held measurements and are measured In U.S. feet. AAMA :As Their Interests May Appear COL :Column 13th STREET AS, N 25100'00'W ", ASSUMED. Date: 04110117 5) Re—uso of this survey for purposes other than R was intended, without written verification, will be the re —users sole 15AOA :It's for cal on And Assigns SO : Squae risk and without liability to the surveyor. Nothing herein shall be construed to convey any rights or benefits to anyone R.S. : United St Conorate Ptne D/A. : Diameter J. M/CHA£L Fi/C7L41 P.SAI 4192 Signature Job Date . Number 1704-004 other than those to whom this survey was odgkrally certified U.S. :United Stag Q LEGAL DESCRIPTION: LOTS 9 & 10, BLOCK 105, 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, FLORIDA. LOT 13 i CER77AED TO.• STARR MOTORSPOR7S NOTE ALL 77?EES ARE MEASURED IN INCHES ELEVA77ONS ARE BASED ON NGS BENCHMARK S 106" ELEVATION 89.41 (NAVD88). BEARINGS ARE BASED ON THE SOU7HWES7ERLY R/W LINE OF 13th S7REET AS, 'N.25 00'00"W , ASSUMED. BOUNDARY, TOPOGR4PHIC& TREESURVEY SECTION 11, TOWNSHIP 26 SOUTH, PA SCO COUNTY, FL ORIDA RANGE 21 EA S T h � ��2� �x�2, � \ ` W � t ^ x q3 O 30 CAMPHOR � 1%2 � q�`Z � p' ORS ZO VERIZON LOT 8 2�h GAG � BOX � S G�0/6_ O OR RP 3p moo„ & o z 'L 00`+- tA c0`� oC tP7 0. 5 F 0 p_ 1ICE 00 aN�: P f�3Ar c.v � LOT 9 5' x e _- a N C)8 OAK C) 3 x 2 �1T .B.M. �b 0 G A' 20 CHERRY LAUREL �2 SET NAIL\ G x �2� / z 1 C O F. C M. ELEV =82. 4 X4' ELEV.=83.27 i 0 1Alb C3► �2!'� 2�0 � �2!3 x e- i LOT 10 24 CAMPHOR O �2' 7 (�, fro QUAD 14 CAMPHOR O O P.P. o T.B.M. x SET NAIL Zo , rny. IN P.P. 5 OAK LEV.=84.33 12 RO �3c� <b S. R. �� r3. ALSO F. 112 20• a 17' ST 0.53' ORTH ,�lo / ' Bt� (b x� DA YID L. SMITH SURVEYING AND MAPPING, INC. 1406 W. LINEBA UGH AVE. Tampa, F/. 33612 Phone (81.3) 935-1960 Fax (813) 9JJ-9446 Certificate of Authorization L.B. #6962" SURVEYORS CER77FICA7E I hereby certify that the survey represented hereon meets the requirements of Florida Administrative code pursuant to Chapter 5J-IZ050.051.052, of the Rorlda Statutes. Unless it bears the signature and the original raised seal of this Florida licensed surveyor and mapper this drawing, sketch, plat or map is for informational purposes only and is not valid. J. MCHAEL FVOUA P.S.M. 4192 Signature r rani 04110117 Date: Job 1704-004 SCALE 1 " = 20' C, .y 0' 10' 20, 30, PC :Point of Curvature PT :Point of Tangency PRC :Point of Reverse Curvature PCC ,Point of Compound Curvature P.I. :Pant of intersection SIR :Set Capped Iron Rod 1/2' 16962 FIR :Found Iron Rod RP :Found Iron Pipe FCM :Found Concrete Monument S.C.M. :Set Concrete Monument SET DISK :Set P-K Nail & Disk FND DISK :Found P-K Nail & Disk FND RRS :Found Railroad Spike NCF :No Comer Found or Set PARTY C/AEF- K.N. PRM :Permanent Reference Monument Dr8 W 8m 0/4 C.L.F. :Overhead Wires :Chain Link Fence Surve ors Notes' P.O.B. : Pobnt of Beginning .O.0 -K :Pa(rf of Commencement : Porker Kalon 1) Property shown hereon appears to be located in Flood Zone X" per FLR.M. No. 12101C 0456F Dated 9-26-14. This O.R.B. :Official Records Book surveyor makes no guarantees as to the accuracy of the above information. Local F.E.M.A. agent should be contacted va :Concrete Valley Gutter for verification. T/M : Temporary Benchmark 2) No underground utillties, underground encroachments or bur7ding foundations were measured or located as part of BM :Benchmark this survey. Trees and shrubs were not located unless otherwise shown. :Power/Utilty Pole 3) This survey was conducted without the benefit of an abstract of title, therefore there may be other easements, PSW :Professional Surveyor & Mapper rights of way, setback Ilnes, agreements, reservations restrictions or other svn#ar matters of public record, not shown LB :Licensed Business hereon. RLS :Registered Land Surveyor 4) Unless otherwise noted, distances shown hereon refer to plot and field measurements and are measured in US feet. AAMA :As Their Interests Mo Appear 5) Re -use of this survey for purposes other than it was intended, without written verification, will be the re -users sole ISAOA :it's Successors And7Or Assigns risk and without liability to the surveyor. Nothing herein shall be construed to convey any rights or benefits to anyone R.GP. :Reinforced Concrete Pipe other than those to whom this survey was originally certified. U.S :United States N (P) :Plat (D) :Deed (Dow) :Description (C) :Calculation (F) :Field Measured SEC. :Section TWP. :Township ROE :Range C/L Centerrine A/C :Air Conditioner O/A :Overall CONC. :Concrete A.P.O. : A Part Of COY. :Covered MAS : Masonry RES. :Residence P.B. :Flat Book PC. :Page TYP. : T)pkd W.F : Wood Fence EL. : E3evvfion ASPH. :Aspholt W.C. :Witness Comer R/W :Right Of Way ESMT. :Easement S/W : Sldewak CB. :Chord Bearing COL : Column SO. : Square D1A. : Dlamefer