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HomeMy WebLinkAbout5328 4th StREVISIONS NO I DATE I DESCRIPTION Approx. proposed roof pitch: 4 / 12 "MUST" be field verified by truss manufacture before production of roof trusses. Proposed finish ceiling height: 8' - 0" (min.) Contractor "MUST" field verify and match existing ceiling height on SFR. 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 roof conditions, roof slope, overhang bearing points, tie-in, etc. before engineering and manufacturing of roof trusses. Daniel M. Ossman Drafting Service and Architect who signed / sealed the plans assumes no responsibility for errors in production of roof trusses due to negligence to conduct proper and accurate field inspection by truss manufacture and dimensioning. EXTERIOR FINISH: Match existing vinyl 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. All elevations drawn are for "illustration" purposes only. For "actual" elevation construction, consult construction drawings and structural details for additional information. API;�1 SFQ LEFT SIDE ELEVATION Fiberglass shingles over 30 Ibs felt over 1/2" plywood sheathing or "opt" 7/16" OSB sheathing with roof structure spaced no more than @ 24" o.c.. See roof framing layout and connection schedule for additional information.. H: Match existing vinyl 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. Contractor MUST field verify and match all existing conditions including roofing material, exterior finish / paint colors, and soffit / fascia board. Truss company is responsible for verifying and matching existing roof pitch and overhang. r &.%. 1 N I L-4..- W— V REAR ELEVATION iig" SCALE: 1/4" = 1'- 0" r71rvC % Xa !T 5 FQ ADD PNJ EL Cr-(R,) RIGHT SIDE ELEVATION W= W z ONQ W O0 W z ixva. i a w o CL O N ao o.C�Wo0) c Mcv o 0 0: M V N Q cM — a 0 v) o -0> .� M � 0 'C L uj J LL 0 OCL 3 M U U Ect 0 .. 2 E V O V ~ 0M -e p Q ` co o M �.S Epp E a. 0 0 rn �WE� >` N 0 m a) � �O" M cow 0 >j- �C'E(v 0 fJ W qq LO v t'M f'7 z +�a to �_ 0 nJ CL I 0 00 Z NQ L0 N J Z) m 1 JOB NO. 5238 4TH STREET A:L SEPTEMBER 5, DRAWN I3Y Daniel M. Ossman SCALE: 1 /4" = 1'- 0" SCALE: 1 /4" = 1'- 0" SHFFF N(A A - 1 I I - II L 1911ILTF * 1 R 111111111 I-ijil 11 11 ri iP 11 'Im Tl f 1.11'1•n a I'Ilp III I `IIIPP 111 I' �_ 4 1 SIP I I I - -1 1 ' 1 '-N 1n "TFAII�®All I ' 111 11 1, 1 Ir _ 11 1. -IT I-Ino REVISIONS NO I DATE I DESCRIPTION w e . TYPICAL DECK CROSS SECTION *o' SCALE: N.T.S. TYPICAL STAIRWAY CROSS SECTION__ SCALE: N.T.S. i s I 1t L I r- a i V rA ,. 1; jYr f TYPICAL HANDRAIL DETAIL S �EA?La i K4 - SEE V✓A LL SEGr1 O J CA�YE�Tlo�lq� F2t,rt,,,� FEZ -rZJSS t,gYoUT t 1 SI rt Aso r� �. L-T-s 1 Z _TTZU Ss a Z- CA MjvWTi © IJ, ,!.-F., II I ►..� a VALLEY TIE - IN DETAIL Si Ni PSo It r'►T'S 1211 SCALE: N.T.S. SCALE: N.T.S. DESIGN AND WIND CRITERIA (FBC 5th EDTION 2014 RESIDENTIAL) Address: 5238 4th 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). Florida Product Approval Product Cate i Manufacturer Approval Number Single Hung Window PGT Industries FL 1435.4 R16 Insulated French Door PGT Industries FL 331.3 R11 Vinyl Siding Certainteed Vinyl Siding FI 12483.1 R3 Asphalt Shingles GAF Materials Corp FL 10124 R15 Ridge Vents GAF Materials Corp FL 6267 R9 Vented Vinyl Soffit Kaycan FL 16503.1 R1 Note: 1. Any products that are substituted, must meet or exceed products specified. Contractor "MUST" provide all product data to building inspector at time of inspection. 960 s/f Existing heated living area 320 s/f Existing enclosed porch to be demo 392 s/f Existing open deck to be demo 1,280 s/f Total square footage under roof 390 s/f Proposed heated living area addition 268 s/f Proposed open wood deck 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. 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. � � 3 a� v � � N p •� O�0 v Z C Rl M C C u Rt 00rA 8 i ; ® E. i l: C ZA., v (D o Q O N C L -0 Elf ofQ (6oC0 V N Q M O— fU C �0 M "O O WJLL NM0- E c O E 5 10 :s M 0 0 � �M �0•3 CIDQ `� 0 Eon �Esz_��� O v� E .5 L u,om6 a a O U N C2 Co"O �pp O C -E qy I— O (M L M z � CID 0 �U_ Co Z `� LO a) 0 N J J011 NO. 5238 4TH STREET DATE SEPTEMBER 5, 2016 DRAWN BY Daniei M. Ossman SHEET NO. A - 2 - -_1 I IF, _[11 1 1 1' 1 Jill 11111 REVISIONS NO I DA i 1: I DI -SCRIPT I«N 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-ergineered 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" all existing field conditions, roof slopes, overhangs, and dimensions prior to the manufacturing of any / all trusses. Tess 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). 40 l - 2't oll 0 _. 0 S. 0 0 4-x4 PIF. woop PO5T- SE.E NAIL P6 IZ NO 2 E i a Fo (Typ') FOUNDATION PLAN 6 This plan as indicated is diagrammabcal 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 METHOD. 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. For all conc. block stemwalis erected more than 18" in height above grade, must have 1 - #5 vert. rebar in a masonry cell, filled and temped solid with conc. Space all vert rebar no more than 6' - 0" o.c. and at all corners unless otherwise noted. Also include 1 - #5 cont. rebar in the top U - block of the stemwall tamped and filled solid with cone. For all conc. block stemwalls erected less than 18" in height above grade, all conc. block cells must be filled and tamped solid with conc. 8" x 16" conc. ftg. w/ 2 - #5 rebars cant. w/ a 8" x 8" x16" conc block stemwall above Indicates 1 - #5 vert rebar in a conc. masonry block cell filled and tamped solid with conc. a ss PAkr.J E � (TYP, Connection Schedule Manufacturer Model No. Uplift FI Product Approval Location / Use Name Number Simpson ABA44 #566 FI 10849.2 4 x 4 bottom post base connection new concrete S Tied footing Simpson Strong Tie AC4 #980 FI 10860.1 4 x 4 top post connection to 2 - 2 x 8 wood beam. Simpson LUS26-2 #1165 FI 10655.31 2 - 2 x 8 wood beam hanger connected to rim joist, Strop Tie ledger board and / or wood beam. Simpson LUS26 #1165 FI 10656.31 2 x 8 floor joist hanger connected to rim joist, StrongTie ledger board and / or wood beam Simpson Stemwall connection to 2 x 8 rim joist every 32" Strop Tie HETA20 #181A FL 11473.3 o.c. max. Simpson HETA40 #1810 FL 11473.3 Concrete block pier connection to 3 - 2 x 8 wood Strong Tre beam / girder. Simpson Strong Tie SP1 #685 FI 10456.41 Bottom plate connection to exterior wood stud. Simpson Strong Tie SP2 #1065 FI 10456.42 Double top plate connection to exterior wood stud. Simpson MTS12 #1000 F110456.37 Valley rafter tie - in connector to existing roof Strop Tie structure. Simpson Strong Tie LTS12 #775 FI 10456.29 Valley jack rafter tie - in connector to ridge beam. Simpson Pre-engineered roof truss connection to wood Strop Tie LTS12 #775 FI 10466.29 beam. Note: 1. Any products that are substituted, must "MIDST" or "EXCEED" products specified. Contractor "MUST" provide data to building inspector at time of inspection. 2. it's the responsibility of the truss manufacture to coordinate all cathedral ceiling locations with General Contractor before the manufacturing of any floor and / or roof trusses. All ceiling heights are to be a minimum of 8'- 0" unless otherwise specified by General Contractor. ROOF FRAMING LAYOUT a t F1r �� a� lox rC 4 C 00 u -0 c cc frn C "a oc w 6 o E JE L O C O � y ea a •� 0 aa) s T7 aci Quo (AGO 0�MCN �U) CL L C V C) C O 0 0 U UNQCM O (A O -0 > :E .0 cei -0 0 0 Co a) � 6 a s aa� E Us ca 0 UQ 0c�o 0 3 > �- L C >, C r- 1 6 E �� C) '6 L N O m �♦W 1 O *" U M M o0 �00 C a? O C-E O H 0 IL- ovF-iNa �--+ N Lin '^ M V J -4-0 ca Z Q C� O _J 4-1LL- oo _ Z N -C u-) i) N J 0 itl� N(_'�. 5238 4TH STREET t) Q.y..I_. SEPTEMBER 5, 2016 - Daniel M. Ossman SHFF-r NC 0011 , 1 '17M L.Zs SCALE: 1 /4" = V - 0" SCALE: 1/4" = 1'- 0" A-3 REVISIONS NO DA-11 D St_RIP110 Window and Door Schedule No, Type Size Notes Door or Window Manufacturer Name 1 Existing door to remain Varies Existing door to remain N/A 2 Single hung window SH 25 New fire egress window PGT industries 3 Insulated exterior french door 72" x 80" Temp glass door PGT industries 4 Interior hollow core door 30" x 80" New door or change - out if needed N/A 5 Interior hollow core bi - fold door 24" x 80" N/A N/A 6 Interior hollow core bi - fold door 48" x 80" N/A N/A 7 Interior hollow core bi - fold door 72" x 80" _ N/A ^ T N/A " 1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT". 2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS AS SET FORTH IN FBC 51n 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. 40 _ 2.11 -1 141- b 11 _I co 1- 0j1 J 19 I— (0 11 T �,- O11 E4QE55 PROPOSED FLOOR PLAN LAYOUT Gti-:?. i 2411, Existing concrete block wall to remain. Existing 2 x frame wall to remain New 8" concrete block wall. Finish the interior with 1/2" drywall over min. R - 6 insulation over P.T. furring strips For all "exterior walls" use 2 x 4 studs @ 16" o.c. and finish with 1/2" drywall over min. R -13 insulation. For all "interior walls" use 2 x 4 studs @ 24" o.c. and finish with 1/2" drywall. Provide min R - 13 insulation for all adjacent walls or any other locations that are required by code. Note: At all plumbing walls use 2 x 6 studs to allow for ventilation plumbing stacks. Closet maid ventilated shelving. FRAME WALL TIE4N: Tie-in new 2 x _ frame wall into existing 2 x _ frame wall with 1/2" dia lag bolts or 1/2" thru bolts at 24" vertically o.c. :2) Ex,-IeC55 SCALE: 1 /4" = 1'- 0" Existing bathroom in the house already has a 2'- 8" handicap door. EXISTING FLOOR PLAN LAYOUT 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. All exterior masonry and / or frame perimeter walls are to be considered shearwall segments, except at door / window openings and wall lengths less than 2'- 8" in length. State of Florida Energy calculation form overrides any insulation R - values shown on plans. Contractor "MUST" coordinate and verify with mechanical contractor before the installation of insulation and mechanical equipment. SCALE: 1/4" = 1'- 0" � c 3 ✓� pip � •p C � = u ce o 0 v E a+ O E. •E s. ° a 8 � •�I .r L 1 z -0 aa)) 4- o cL C. C) Nao N N M N Q C) � C M CO CD N� j�<M a) C M >�co -moo Z �w_Ju_ c� Q M (p U) U a I E.� E ( �$UoLi`� c 0 E_ U 2 a) M I o �>•-9 °)Ep- EE L -a-0 =v�� �- 0 0m a) �� O Q r a) co 1 U j,i— �.2U— C C a) F— 0 i 3 t I 4-4 qT (1) Lh co V1 L. M V J 4-0-0 cu Z (/) -0 Q C O0 cli W " M >' Z 04 r o L0 a) Q N D M W 7 N�: 5238 4TH STREET SEPTEMBER 5, 2016 I la A� N °f Daniel M. Ossman I I I. _ . 1 !A __ IL I I @'1' I I I 1 11 11 1 1 1 11I I 1 3111 1 if 1 I I I - I 1 __ II IH91 -I - _. REVISIONS J NO I DA-I F I DFSC RIP [ION W16IR ELECTRICAL NOTES: wv mm rx amm-r ® Gl uft PAN MWMwIlme 1 Provide and install locally certified smoke detectors as required by WV DUPLEX OUTLET National Fire Protection Association (NFPA) and meeting the a ABOVE COUNTERTOP � T RAN requirements of all governing codes. J� 9N00 DC'fl5GTOR VvYM MATERMtOOF CIOI ' MOM 404K 2 Provide and install Ground Fault Circuit - Interrupters (G.F.I.) ICY OUTLET as required by the National Electrical Code (NEC) and meeting 6KOUw FAST n GAF N -� the requirements of all governing codes. ® VRMGLER T�lR 220V WMALTY OUTLET' ® MM FAML 3 Provide and install Arc Fault Circuits (ARC) in All bedrooms 9PWALTY ONMWT YM an NM 19UTTON as required by the National Electrical Code (NEC) and meeting *VTC44 ® 0" the requirements of all governing codes. 0 MCI= C'm mxnm- CM AK'.l1A'M.Y 4 Unless otherwise indicated, install switches and receptacles at ParAft ® C*OM ?iX URE DI1r4GTiO4M. 4:�6.p MOM Liwm the following heights above the finish floor as follows: F' XWEW Ntr FiXnft- 2 L OM MJ 9CpW1"Y ram- SWITCHES: 42" Above finish floor KTTW Lim OM KEY "D "W4VW OUTLETS: 14" Above finish floor gyp - C240 TELEPHONE: 14" Above finish floor 0 CARSON MONOXIDE TELEVISION: 14" Above finish floor CaL ift MOW MXnft DETECTOR Y66" MOW MA1W Air handier is located in the existing house either in the attic, closet or garage. Under this scope of work, this unit will remain in it's present location or to be changed out and relocated. If this unit is to be relocated, it's new location will comply with the most current mechanical and / or building code. All new ductwork that is to be tied into the existing trunk must use 6" flexduct (typ). Electrical layout is schematic only. This electrical layout hereby complies with the 2011 National Electrical Code, and the Florida Building Code 5th Edition 2014 Residential. Electrician "MUST" coordinate with general contractor and / or owner before the installation of all fixtures. Per section R 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. Per section R 315.1 All carbon monoxide detector are required to be installed within 10' of all sleeping areas. Detector must be both hardwired and battery backup. ELECTRICAL LAYOUT v �.C•I c c e N � C pop u b G r. E Ix oa s, C O -0 L � N Q CC) N CO Q-0 W X W) C Co r U V N Q co > U� e� t ch 'C O Z L Lu N O O U- 0� ML � C- E� rn s a� E U-vr ca U O U ~ O U W C) 0 CM C �C Eon i cc — -a E E— v°� 4)rn N CD O m 0 I ca Co o� co 0 F-- U h- CN d ,},r N L0 �^ L. M v/ L. M Z U) 0 J '� LL I ) W E Z M _ N Q L0 a) N J M� W JOIN NO. 5238 4TH STREET DAT I. SEPTEMBER 5, 2016 IDRAWN BY I Daniel M. Ossman SHEET NO. SCALE: 1/4" = 1' - 0" A-5 Termite Protection STRUCTURAL NOTES: MEEMSTIM REVISIONS NO1 DATETDESCRIPTION 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 mm) 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 1.1. Current edition of The Florida Building Code 5th Edition 2014 Residential. 1.2. Building code requirements for reinforced concrete (ACI 318.06). 1.3. American Society of Civil Engineers minimum design loads for buildings and other structures Chapter 46 (ASCE 7-10). 2.1. Minimum allowable soil pressure 1,500 PSF. See Table R401.4.1 for specific soil presumptive load bearing values of foundation materials. 3.1. Concrete compressive strength at 28 days: 2,500 PSI (Normal weight). 3.2. Reinforcing bars: ASTM A615 (Grade 60). 3.3. Welded wire fabric (WWF): ASTM A185. 3.4. Detail reinforcement in accordance with ACI 315. 3.5. Concrete coverage of reinforcement: Footings 3; bottom and sides. 3.6. Earth supported slabs: (Including exterior walk and driveway slabs) 3'/s" thick, reinforced with 6 x 6 - 10 x 10 WWF at mid depth of slab. Fiber -mesh may be used in lieu of WWF at contractor's option. 3.7. Concrete operators shall comply with ACI standards. 3.8. Lap splice shall be as follows: #5 bar 25"; #4 bar 20„ and #3 bar 15". 4. MASONRY: 4.1 Design and construction shall conform to the specification of the National Concrete Masonry Association and ACI 530. 4.2 Minimum masonry unit strength: fm 1,900 PSI. 4.3 Mortar shall be type "S" or "M'. 4.4 All block cells and cavities below grade shall be filled with concrete when stemwall is greater than 24" tall above grade. 5.1 Wood structural framing members: #2 Southern Yellow Pine (unless noted otherwise) with an allowable bending stress (fb) per NDS-91 = 1,250 PSI and a modulus of elasticity = 1,600,000 PSI. 5.2 All exposed wood or wood in contact with earth or concrete to be pressure treated. 5.3 Roof sheathing: 1/2" C-D grade plywood (or 15/32" OSB) under 30# felt under 240# fiberglass shingles. 5.4 Untreated wood shall not be in direct contract with concrete. Seat plates shall be provided at bearing locations without wooden top plates. STRUCTURAL DESIGN CRITERIA Areas: Dwelling Floors: Live Loads: 40 PSF Dead Loads: 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 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 GENERAL NOTES: 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 1. All work shall conform with the latest adopted edition of the Florida Building Double studs, face nail 10d common 24" o.c. Code, Mechanical Code, Plumbing Code, The National Electrical Code and all Double top plates, face nail 10d common 16" o.c. applicable codes and regulations, local, city, state, federal, safety board of fire Continuous header, two pieces 16d common 16"o.c. along each edge underwriters and fire department. Ceiling joists to plate, toe nail 8d common 3 Ceiling joists, laps over partitions, face nail - 2. Workmanship shall be equal to the best trade practices. Ceiling joists to parallel rafters, face nail - 3-16 or 4-10d common 3. All installations of manufacture's specifications shall be in exact compliance Rafter to plate, toe nail 8d common 3 with manufacture's printed instructions. 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 4. Contractor and / or owner shall verify all existing conditions and dimensions staggered 2 ends and at each splice before any phase of construction is to commence. Daniel M. Ossman Drafting Wood Structural Panel / Subflooring 19/32" or 3/4" 10d common or 6" o.c. edges and Service is NOT responsible for any errors in dimensions. 10d hot dipped galv. box nails 12" o.c. intermediate 5. Contractor and / or owner shall coordinate all work between site, building Wood Structural Panel / Roof & Wall Sheathing 8d common or 6" o.c. edges and electrical, mechanical and plumbing before each phase of construction begins. 8d hot dipped gals. box nails 6" o.c. intermediate 6. DO NOT SCALE PLANS. Gypsum Wallboard 1 3/8" drywall nail 7" o.c. on ceilings 8" o.c. on walls 1/2" 1 '/" drywall nail 7" o.c. on ceilings 5/8" 8" o.c. on walls 3 tab asphalt roofing shingles 1 %" min. 11 ga. Galv. nails 6 fasteners per shingle with min. 3/8" diameter head = 3 � a � a °o CC o � � u C do �, w a � � � a � o N r r- N Tr M 64 CIL CC C) c (a C 'r.. �p G) V�jNQM c > -c o. M.o = Z L_ ui , - N a) acid ca�i a �s E �e0-8s0 22 0M a0'3 cm¢ iCO c c 0 M-'' 0 v E a5 V 2?0 Nomo3co cOo M M o .- o CO U 'p p 5, f- W_ U W - ._ 0 c 0 F- o �o OF-=Nn- ''^^ cr V, W J ♦♦� Q V1 Q W 0 J J Q Q cc cr D D 0 D D VJ JOB NO. MASTER DATE JULY 1, 2015 DRAWN BY Daniel M. Ossman SHEET NO. S-1 HAZARDOUS LOCATIONS SECTION 2406 SAFETY GLAZING 2406.1 Human impact loads. Individual glazed areas, including glass mirrors, in hazardous locations as defined in Section 2406.4 shall comply with Sections 2406.1.1 through 2406.1.4. Exception: Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 2406.1.1 Impact test. Except as provided in Sections 2406.1.2 through 2406.1.4, all glazing shall pass the impact test requirements of Section 2406.2. 2406.1.2 Plastic glazing. Plastic glazing shall meet the weathering requirements of ANSI Z97.1. 2406.1.3 Glass block. Glass -block walls shall comply with Section 2101.2.5. 2406.1.4 Louvered windows and jalousies. Louvered windows and jalousies shall comply with Section 2403.5. 2406.2 Impact test. Where required by other sections of this code, glazing shall be tested in accordance with CPSC 16 CFR Part 1201. Glazing shall comply with the test criteria for Category II, unless otherwise indicated in Table 2406.2(1). Exception: Glazing not in doors or enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers shall be permitted to be tested in accordance with ANSI Z97.1. Glazing shall comply with the test criteria for Class A, unless otherwise indicated in Table 2406.2(2). 2406.3 Identification of safety glazing. Except as indicated in Section 2406.3.1, each pane of safety glazing installed in hazardous locations shall be identified by a manufacturer's designation specifying who applied the designation, the manufacturer or installer and the safety glazing standard with which it complies, as well as the information specified in Section 2403.1. The designation shall be acid etched, sand blasted, ceramic fired, laser etched, embossed or of a type that once applied, cannot be removed without being destroyed. A label as defined in Section 202 and meeting the requirements of this section shall be permitted in lieu of the manufacturer's designation. Exceptions: 1. For other than tempered glass, manufacturer's designations are not required, provided the building official approves the use of a certificate, affidavit or other evidence confirming compliance with this code. 2. Tempered spandrel glass is permitted to be identified by the manufacturer with a removable paper designation. 2406.3.1 Multi -pane assemblies. Multi -pane glazed assemblies having individual panes not exceeding 1 square foot (0.09 m2) in exposed areas shall have at least one pane in the assembly marked as indicated in Section 2406.3. Other panes in the assembly shall be marked "CPSC 16 CFR Part 1201" or "ANSI Z97.1," as appropriate. 2406.4 Hazardous locations. The locations specified in Sections 2406.4.1 through 2406.4.7 shall be considered specific hazardous locations requiring safety glazing materials. 2406.4.1 Glazing in doors. Glazing in all fixed and operable panels of swinging, sliding, and bifold doors shall be considered a hazardous location. Exceptions: 1. Glazed openings of a size through which a 3- inch -diameter (76 mm) sphere is unable to pass. 2. Decorative glazing. 3. Glazing materials used as curved glazed panels in revolving doors. 4. Commercial refrigerated cabinet glazed doors. 2406.4.2 Glazing adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge of the glazing is within a 24-inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the walking surface shall be considered a hazardous location. Exceptions: 1. Decorative glazing. 2. Where there is an intervening wall or other permanent barrier between the door and glazing. 3. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing in this application shall comply with Section 2406.4.3. 4. Glazing in walls on the latch side of and perpendicular to the plane of the door in a closed position in one- and two-family dwellings or within dwelling units in Group R-2. 2406.4.3 Glazing in windows. Glazing in an individual fixed or operable panel that meets all of the following conditions shall be considered a hazardous location-. 1. The exposed area of an individual pane is greater than 9 square feet (0.84 rn2); 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. 3. Outboard panes in insulating glass units or multiple glazing where the bottom exposed edge of the glass is 25 feet (7620 mm) or more above any grade, roof, walking surface or other horizontal or sloped (within 45 degrees of horizontal) (0.78 rad) surface adjacent to the glass exterior. 2406.4.4 Glazing in guards and railings. Glazing in guards and railings, including structural baluster panels and nonstructural in -fill panels, regardless of area or height above a walking surface shall be considered a hazardous location. 2406.4.5 Glazing and wet surfaces. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface shall be considered a hazardous location. This shall apply to single glazing and all panes in multiple glazing. Exception: Glazing that is more than 60 inches (1524 mm), measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool, or swimming pool. 2406.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the plane of the adjacent walking surface of stairways, landings between flights of stairs, and ramps shall be considered a hazardous location. Exceptions: 1. The side of a stairway, landing or ramp that has a guard complying with the provisions of Sections 1013 and 1607.8, and the plane of the glass is greater than 18 inches (457 mm) from the railing. 2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface. 2406.4.7 Glazing adjacent to the bottom stair landing. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches (914 mm) above the landing and within 60 inches (1524 mm) horizontally of the bottom tread shall be considered a hazardous location. Exception: Glazing that is protected by a guard complying with Sections 1013 and 1607.8 where the plane of the glass is greater than 18 inches (457 mm) from the guard. 2406.5 Fire department access panels. Fire department glass access panels shall be of tempered glass. For insulating glass units, all panes shall be tempered glass. SECTION 2407 GLASS IN HANDRAILS AND GUARDS 2407.1 Materials. Glass used as a handrail assembly or a guard section shall be constructed of either single fully tempered glass, laminated fully tempered glass or laminated heat strengthened glass. Glazing in railing in -fill panels shall be of an approved safety glazing material that conforms to the provisions of Section 2406.1.1. For all glazing types, the minimum nominal thickness shall be 1/4 inch (6.4 mm). Fully tempered glass and laminated glass shall comply with Category 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: A top rail shall not be required where the glass balusters are laminated glass with two or more glass plies of equal thickness and the same glass type when approved by the building official. The 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. F r� {^�- :�.r..ViSeL_ NS N0 _ DATE DE$CR,11,Ti0N fi i u a � c c CZ ® c u �a ro au � c ea a W -C ca To ay n.Co� C ca C�`-o o � cav Q c` i o o -o Urrj ---0 0- O w_JU_ o o u_ a�MLO0 a 5�toE ­0 -0 M ,$0 F-m o -a p . Q > co C C s- o E = 0 ornf^ L 0)0 W = (/ NO W c) M1: cNvr C o� �. �co v -0 o c*E y�-� o i--0 c-C MolF-=Na. r k t ry c J ,t �.i'13 s °jf . MASTER DAB JULY 1, 2015 DkA N B r n l M. Ossman fir;'. ".S_ 4 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 1/2 inches (38 mm) in cross -sectional height. 1. ___ tee__! 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Nmnm Moarry w"d Nava Masonry tlloed . - V b 60 i/4x 1Ht 25 373/4 x 63 361/4 x 621/4 5050e 613/4 x 61 60114 x 601/4 < . 633 f0#4Xn114 33 53 7/1 x 38 3/3 S2 318 x 37 5/8 6020 73 3/4 x 25 72114 x 241/4 W "Vake" wilt nN*. t37 72 IA- 36 314 35e 53 7/8 x63 52 3/8 x 621/4 6040e 73 314x 49 721/4 x 481/4 36e 537403 52WnVit of 4M+jM 721/4-ziO'7H 42 747/8x26 733/8x251/4 Me 733/4x73 721/4021/4 4k WW3 73.3t iMV8 44e 747/8 x 50 5/8 73 3/8 x 49 7/8 Nle momy wed 72~1/4 46e 74 7/1 x 73 73 3,1 x 721/4 6030-3 73 3/4 x 37 721/4 x 361/4 72 i/4ror�=1/4 Na Manma y weed 6050.3 73 3/4 x 61 721/4 x 601 /4 *1 a MOS WM4x25 841Mx241/4 2030 25 3/4 x 37 241/4 x 361/4 7030-3 85 3/4 x 37 841/4 x 361/4 as 2€lkwo 3a w_ Sfrsuv 84 H+ VM/4 3020 37 3/4 x 25 361/4 x 241/4 7050.3 85 3/4 x 61 841/4 x 60114 3888 3 3MR37 36'1fMt'+r34rW 8W WY4x.25 %IAX.24114 3040 37 314 x 49 361/4 x481/4 8030-3 97 3/4 x 37 % 114 x 36114 9'Zyfto %V4 49-1/4 4020 493/4x25 491/4x241/4 8050-3e 973/4x61 %1/4x60114 *W MOWIS 1081Mx24;1/4 4M0e 493/4x49 481/4x48A 9030-3e 1093/4x37 1081/4x361/4 - !a! "wx* inI/4x481/4 4060e 49 3/4 x 73 481/4 x 721/4 9050-3e 1093/4 x 61 1061/4 x 60114 5030e 613/4 x 37 601/4 x 361/4 _ �J mrmarimuomae i !1 u Fr Ll� SJU 5111�!i awe i un it i FIR11uet a is a a wwwar vkwu �. e - Memts er etcecdc mgass regrrirearent e' - Dmes not meet ingress rmquirement in 9000 and 975 Series. REVISIONS NO I DA Fd DESCRIPTION u � � C • e `4 C G bG ,tw o ,� C Q ^' M 4x cd as o � :iA L C MD .r C5 A m o � Lr N m NO woo m��o� yC @ C T- 'I- o �N C j N Q M — m c �co � C LWJtL h 0) U- C co a.—. cp y M to U Q r77 L � .r 0) E C � �U •vs � o M U L co �p 3 �a >co o �T�Eo'� tEE 2rn �- to o m N c° U 0 M rp 0 m = m O o -0 N a)00 o _� -v _o >, H 'c rvF—r o C/) a: J W F_ `< 1 W a J J U U D a: F_ F VJ )CAB NO. MASTER DATE JULY 1, 2015 DRAWN BY Daniel M. Ossman SCALE: N.T.S. SCALE: N.T.S. SHEET NO. S-3 I I I- I 1 11 I 111 liii,slffi(R t I _I I .11 l^ T'lli I L_ i f f, 1 I I A'A"p'7f Pl f! '1 111 If - I I -- Em 1 I I I I I l i, _ t t pn ' 11 IFRIf It. 1. 11-- WRPORATION APPLICATION INSTRUCTIONS Timberline Series shingles come --- -------- W (914mm) — — +{ s" (203ni - 9' (229mm', In either 36" (914mm) or 36-15116" t4• (938rnm) lengths, depending on 1+11 1rr (292mm} ; �� - 1s?�,,�,,,} — shingle brand. Application instruc- I I� — 1 (25mm7 • -trr (30mmi T2-1,^ (3?tbmml -- t (25nwn; 1 lrr (38mn;i tions apply to !loth. 1 (25rtun; - + Ir t3tinan) -� - ' i2sm ^i 1-f/2" (36mmi +i 12- {304mm) i—� These shingles must be nailed a sw I 5-sh8"(143m i AAdne®rve s_sre (143mm} 1 nominal 5-518" (143mm) from bottom ,onward unexposed of shingles, as shown, to allow for and x on' and through penetration through the double ply t both layerI I �( I PF � ban peyera area just above the tabs. Nails should Naa Six tea Pattern unexposed. Standard No" Pert - tod'r raft par > e Line GENERAL INSTRUCTIONS • ROOF DECKS: For use on new or reroofing work over Krell -seasoned, supported wood deck, before sealing or are not exposed to adequate surface temperatures, or if the self -sealant gets ticght y-constructed with maximum 6" (152mm) wide lumber, having adequate nail ling dirty, the shingles may never seal. Failure to seal under these circumstances results From the capacity and smooth surface. PI decking as recominerided b The Engineered! Wood mature M self-sealinci shingles and is not a manufactturim defect. To insure immediate sealing. Assn s acceptable. Plywood decksysffodr Class A installations must be 3/8" (lbmm) thick or 4 quarter -sized d Hof shkVie tab adhesive on the back of the shingle 1' (25mm) and 13" greater with underpayments as noted below. Shingles must not be fastened directly to insulation �) in from each side aid 1 (25mm) up from bottom of the shingle. The shingle must be or insulated deck unless authorized in writing by GAF Materials Corporation. Roof decks and pressed firmly into the adhesive. existing surfacing material must be dry prior to application of shingles. NOTE: Application of excess tab adhesive can cause blistering of the shingle. .ffIDERLAYMENT: Underpayment beneath sh les has many benefits, including preventing For maximum wind resistance along rakes, cement shingles to underlaymerlt and each other in wind (rivet rain from reaching the interior of the btelding and preventing sap to s� wood a 4' (102mm) width of asphalt plastic roof cement. decking from reacting with asphalt shingles. Underiayment is also required by many code bod- NOTE: The film strips on the back of each shingle are to prevent sticking together of the shingles ies. Consult your focal building department for its reeqquuiIrements. Where an underpayment is to while in the bundle. Titer removal is NOT a�icatiort. be installed, a breather -type underpayment such as GAFMC's Shirtgte-Mate'urtderiayrnert is red- • CANADIAN COLD WEATHER AP LICA�S: CSA 123.5 M90 mandates that shin- ornmertded. Underpayment must be installed flat, without wrinkles. glen applied between September 1 and April 30 shall be adhered with a compatible field -applied • FASTENERS: Use of nails is recommended. (Staple specifications and application adhesive. See Wind Resistant for GAF Materials Corporation's recommendations for the appli- instnuctions are available from GAF Materials Corporation, Contractor Services Dom., 1361 cation of that adhesive. Alps Road, Wayne, NJ 07470.) Use only zinc coated steel or aluminum, 10 12 gauge, - MANSARD ANO STEEP SLOPE APPLICATIONS: For roof slopes greater than 21" bated, deformed or smooth shank roofing nails with heads 3/8' (lomm) to 7/16' (12mm) (1750mMm) per foot (do NOT use on vertical side walls), shingle sealing must be enhanced by in diameter Fasteners should be long enough to perpetrate at least 3/4' (19mm) into wood hand sealing. After fastening the shingle in place, apply 4 quarter -sized dabs of shingle tab adhe decks orjust through the plywood decks. Fasteners must be driven flush with the surface sive as indicated in Wind Resistant above. The shingle must be pressed firmly into the adhesive. of the shire. Over driving will damage the shingle. Raised fasteners wiA interfere with the •EXPOSURE: 5" (127mm) sealing of the shin. Fo normal installation, four fasteners must be installed per shingle, •THROUGH VENTILATION: All roof structures must be provided with through ventilation to a rtorrpinal 5-5(8' (43mm) up iron the bottom of the shingle, to perpetrate both layers of prevent entrapment of moisture laden air behind root sheathing. Ventilation provisions must at the shingle. Fasteners must be installed approximately 1" 1 1 f2" (7.5 38mm) and least meet or exceed current F.H.A., N.U.D. or local code minimum requirements. 11-1/2° i�-1/2" (292-318mm) from each side • NON -CORRODING METAL DRIP EDGES: Recommended along rake and save edges on • WIND RESISTANT: These shingles have a special thermal sealant that firmly bonds the all decks, especiaHy� decks s together after application when exposed to sun and warm temperatures. Shingles • ASPH lli Mry„.��i CEMENT: for use as shingle tab adhesive. Must conform to ASTM installed in ral1 or Winter may not seal txitil thefollowing . If shtirtgles are damaged by winds D4586 Type I ar ll +'Underpayment: Standard Slope-4/12 (333mrMm) or more Applit�tiart of untWWyntertt: Cover deck with one layer of underla installed without wrinkles. Use only enough nails to hold un�nderlayrriert in �e until covered a ed by shingles Application of em flash Install eave flashing such as GA Materials Corporation Weather Watch' or StormiSuard" L Barrier in localities where leaks may be caused by water backing up behind ice or debris dams. Eave nashin must overhang the roof edge by 3 (10mm) and extend 24' (610mm) beyond the inside wall line. 4" (102rrnrtj�`�\ Dealt 12' (305mm) `- weaaler watch" rlAinimum Slope. rnCr or Stoniarde For power slopes. see Box I I Leak Barrier Ail shoots are 36' (914mni wide Shingle -Mate' urxferlayment. N7N Along take, place drip edge on top of underpayment. 3tW Rod overhang rK72" (51mm) Site Lap ( 102mm) End tap Along eaves put undertaymen( on top of metal drip edge. la Undedaymont: Low Slope 2112-4112 (167mm-333mmlm) Application of undedapmnt and eon flashing: Completely cover the deck with two layers of underlaymernt as shown. Use only enough nails to hold t r der'layment in place until covered by shingles. Use blind nailingq for eave flashlinngqs. 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 Mr (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' underpayment. Low slope 2" to 4" ✓/ weather watch- (51mm to 102mm) � or StomGuwd" 12" (305mm) ` teak Barrier - AN shoots are 3rrur,) (914 Wide e sineets 4m) urder(ayrnent 19" (483mm) Rake drip edge to provide double coverage. 318' (1 thruRoof overhangEaves ddP edge Zstarter Course Apply as shown. Star, at either rake and lay in either direction undertoymernt Ili Non -caroling Utz Meta( Drip Edge rite` `rl Got+lt+e� " • titan - Lor maximum wind resistance along rakes, cement shingles Goo�so Place shingle 31a' (10ri 110 of e, 1, a4" 1 0 mm) w dth S`e het - + oprovided p edand achger eave and roke e as of asphall plastic roof cement. p• - " Trial tabs off all starter course + shrngles, then place and nail mm} +" as shown. 3' to 4' (75mrr to Trim 6"(152 ++ 102mm) from save from end of first shin* 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 140T lay shingles straight up the roof since this procedure can cause an incorrect color blend on the roof and may damage the shingles. Undertnyrtnem tied! 0*40 e dealt W &N" wow F ie+ cnntinue first wines *0 whale shtnipleb Start rest axes® with whole shorgle placed 3V ('omm} - aver alive and rake edges to provide drip edge 4 Second Course Stint and continue second course as shown. Trim 6" (152mm) from the end of the shingle. Position the shingles in the second and subsequent douses flush with the tops of the wide ctA(xRs. This results in a 5" 0 27mm) exposure. Continue with full width shingles across the roof. Strike a chalk line about every 6 courses to check parallel alignment with eaves. NOTE: Shingles may be laid from either left or right hand side. Start. at either rake edge with shingles having 6" (152mm) trimmed from rake. Trim shingles 6-(152mm) L Third Course s7 Trim 11" (279mm) from the first shingle in the course then continue with full shingles across the roof. �l 7nomi ned Shingles'' First Course Full Shagis 6 Fourth Course and Remaining Courses Trim 17" (432 m) 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. Firth Course Full Shingle - Thee Course r r' ♦ Fourth Course — r r �♦ r rr r �.r N%PK econd Course se`�Full Shingle J1 Trammed Shingles 7 Hip and Ridge For single layer application, use hip and ridge shingles and apply as shown. To enhance appearance, use GAF I IMBERTEX' or a double layer application of Universal Hip & Ridge. (One bundle of TIMBERTEX" Hip & Ridge confers 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 Bend Hip & Ridge shin gie TIMBERTExe centered over Hip or Ridge N'lp & Ridge Neil 9' (229mm) from bottom and 5" (127mrn} 1" (25mm) frrxn edge exposure Nail 5-SW (143mm) from bottom and 1" (25mm) from edge Re -Roofing If off asphalt shingles are to remain in place, nail down or cut away all loose, curled or lifted shin - replace with new: andjust before the new roofing sweep the surface clean of all ktose is. Since rys irrequularitres rrlay show xougtt the new , be sure true = shingles provide a srrnooth sir ace. Fasteners must be of sufficient to penetrate the deck at least 3/4' (19m m) or just through piyvroou�!. Follow other above inst turn for tc�ion. Note. Shies can be applied over wood shingles when precautions have been takers to provide an acceptable smooth surface. This includes cutting back old shingles at eaves and rakes and installing new wood edgiM strips as needed. Make surface smooth and use beveled wood strips if necessary. install #36 uikWaymertt to maintain Class A rating. This product is sold with an express LIMITED WARRANTY only. A dolly of the LiMITED WARRANTY stating its term aid restrictions is prinked on the prc dtfct wrapper or may be obtained from the distributor of this product or dirxtI from GAF Materials Corporation. Any deviation from printed instructions shall be the responsibility of applicato arpd/a specifier. Precautionary Notes Timberline' Series shiingles are fiberglass, self -se asphalt shingles. Because of the natural characteristii the h quaf wall oofing material used, these shingles will be stiff in cold aril flex ible exible in ttot wilea r. 1. Bundles should not be dr= on edge nor should attempt be made to separate shingles by 'breaking" over ridge or bundles. 2. Handle carefully. Shingles can easily be broken in cold weather or their edges damaged in hot weather. 3. All exposed materials must be of Class A type. 4. Storage should be in a covered. ventilated area -maximum temperature 110°F (43°C.) Store on flat surface and use weight equalization boards it pallets are to be double stacked. Shun ies must be protected from weather when stored at job site. Do riot store near steam pipes radiators, etc., or in su nfigtht. All rolled product must be stored on ends. 5. If shingles are to be applied curt PROLONGED COLD periods or in areas where airborne dust or sand can be expected before sealing occurs, the shingles MUST be hand sealed. See Wind Resistant instructions. Wail Flashing (Sloped Roof to Vertical Wall) Sheerhing —►fi •.-- Siding i 5" f 127mm) Min, �-�--- - Metal Fla�hithg (Nailed lo the dei not to vertical ski VON) 8 Chimney Flashing / Not Nail. ins all with t ap �oollong Cement �- Roofing Cement in Shingle -f- -Roof Deck Cdicltet on high side of Non-dxnodang mew c hl-I counla fiaehrlg to expand down over Non-conodag moat base A"trblg. t plastmg One place stop asaMrg fir each course. Canard in pled:0 and nas with 2 nails. Bond overlying shingles in as" _ 1 Piesbc coon 10 Valley Construction -Closed Cut Cerlew fA V"ft boa Val" d Weatharwa@r3L• or SoorwroQlard _ Leak Bernier (61 (151hrxr ) and lope) „+alloy. Shwtales a 2' (l 11 Valley Construction -Open rtle1N n t&rgnsxrl 4' (102mm intern shirgias,few Extra tasternr in end of shkngie Na lssw- .s Wolin 6-1152mm} of Cen9erXrla Extww and shiroll at se" it (308mmj beyond vasep, aernloodone CYpped owner set _ an rodalg ownerx File $wow slap and Aral area course daey saoas valley 12' (305mm} nnirarturn :sneer U w51111h roe if vv.enar Waldr• dx Atim,cuard•Look earn« 6- (157r i end taps; 1 •alley 00" the mewl loashoirp g �osng t � tY to tut' 4to root )abi� oultil W i valley Ell sloorvies in o +n valley Top of vea" 6- (,152mm1 wide bell~ etnllipo", spreadsta-tionrrJmi per foot tpaard eaves ROOF DIAPHRAM NAILING SCHEDULE, ROOF EDGE — — — — — — j j i ,3. uL————————————————— — — — — —— er I 21 RIDGE 2: i S ---- —— — — —— —� r2 _---------! 49 L — — — — —— —I� TL — — — — —— -j :2 3; �n 3; Z ROOFEDGE i i ROOF DIAPHRAM NAILING SCHEDULE Consult Section R 803.2.3.1 For Additional info 1 8d Ring Shank Nails @ 6" o.c. Edges & @ 12 o.c. Intermediate 2 8d Ring Shank Nails @ 4" o.c. Edges 8t @ 6" o.c. Intermediate 3 8d Ring Shank Nails @ 4" o.c. Edges & @ 4" o.c- Intermediate 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 Pine or Doug Fir or better. D. See truss Manufacture's truss engineering cut sheets for additional permanent bracing that may be required. E. "To' bracing may be used in place of permanent bracing provided it extends over at least 90% of the web. RE -VISIONS NOIDATE 3 ESCRIP T IEO y L t r s Lzra:vs E Call C C OQ v V C bA '4 �` G Will" C � v '•= ram• •G Cie � ei etc �: L "a T _ a) aa4) CV o C C: C'oW O W co a) C V N Q co a) � o N i o_ LJJ LL 4) O L L � U) 0. ►n U Ll E-C (D (DE V "0 tt3 v O v H O��r0�-yM [] ' OIa i CD C C C r O m �' E l 1; E Q"= d°n �rn w O L tD 2 O O m N� l O 0 N 00 O C -E O !-- Do F— = N a. jOB NO. MASTER DATE JULY 1, 2015 DRAWN BY Daniel M. Ossman SHEET NO S-4 r 1 I 1 Mill I' IILII I�I�Allllrtll ill q rtl I I .' I� I; 1 I II_ I - I � - -- I _ MIR EMMM r I I REVISION_ S_ _j NO. DATE DESCRI['—TION� 111 Mqf- - 1 M NoIC- PLAJ-E, L b-j/,Tl4S M u s-r �E- pT L&&5 r' $'- o'' LQ �TyP,) �l lode 80,C, �TTbrI 9PL I CE calEz 3Tu P TYPICAL TOP BEARING PLATE SPLICE SCALE: N.T.S. Consists of K" CDX plywood or better nailed w/ 8d common nails, at 3" o.c. edges and 4" c.o. field also, glue when possible. All other plywood between shear panels to be nailed w/ 2d common nails 4" o.c. edges and 8" o c. fiieW. All plywood edges (in shear pawl areas) supported by 2" x _ shear panel ends w/ (2) Simpson "CMST" amps (or equal), sailed to each stud tap and bottom. �v g1.• EToP PLDTE_ L Try OF S rl fbRMALL ja �r'oP ADD p�aT"ra►"i PLarE 4..I, s-rLi Pb S I M PSOr-( ST"A 24" AT W, STU D A,JP C0J 1JEc--r'EP 70 lZI r-1 JO I IE�" (TYp) TYPICAL SHEARWALL PANEL WI�jpow S! LL TYPICAL WINDOW SECTI HEADER SCHEDULE OPENING SIZE HEADERS SIZE UP TO3'-4" 2-2"X6" 3'-5"TO5'-4" 2-2"X8" 51-5"TO8'-6" 2-2"X 10" 8' - 7" TO 12' - 6" 2 - 2" X 12" AWr4 5�►.�LE �Ur-Il v✓i►.1POW N SCALE: 8/4" = T - 0" STD (ov- eQ Li At,) I LED Tb EAC+4 S't�U D / (2) I �►d GO MOOS C`'T`(P) —7 4c3TE: i � 14 O� STu D Foe o�-I 1c,S Eo.G'AF-lv co,bv �IE�,pE.25TuVS oaP osceEAI Ee'fi-��2 0EAPM STU D (z) S I ri PSoH STD 24' STWS AT T4C , t Ems! P of —r� E So U, r EXT TO M 1 Ii1 ou M DoU BLE sTup A ap co,JdEcmp To iziH Jo I ST (`TYPE TYPICAL LOAD BEARING HEADER DETAIL AT EXTERIOR WALL ONLY 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. SEE ELEVATI l o Irlsl� E�''���# e FELT MOTE SEE �R FP.�r'1 i LAYO,� Foe np�rrl 0-IA.L f..IOTE •. SEE Ft�ooe � � ►J� "Yo L1'r Isvprn11JFOfZr'I�? O� L 5 '' LUAU-. CEI Ll t o L't' -SEE r-00F FMOIIJ o�LS LAi� FO1Z Co ECT '� Top PL.DTE M?**y aL C` EZ z'x_SrUase,I(.0 11 O.C. a/EQ fZ-13INJiDUL. SI riPSorJ `' SPl'' goTTo rt "5P2" TO RATE 5 Eb--T-W 1 �J4 8''x 8IIx Ito" CO n1C BLOCK STEMv�o►L1. 5 140 CoLk PT4 SCALE: 3/4" = T- T -3/¢1' R.YWpop FL.00cz 15 EATS-I1 �4 R- 13 INSLjL, SEE_ Fo u j po,-T-I o fJ PL1i1 FOR r- CXZE- 10 r-0 TYPICAL INTERIOR PIER SECTION v .s N � � C E =� w� o 0 o° a •�I Z .r A ono (D — CU Q1, :2 Coo Nco oo 0�WCoo N v v N < c+M 4 NU),o � C M .2 C6 -0 O WJLLL Q 0 W U0 U Q . �=E $ U -g Z c� O TRU E v a,o OC C, E�� Q _ o o ENE5cO 000in �C? •. N � �70 2 � � 0 o C� Uj .J f— Q W 0 J J Q D D D Cr �- ��F-^^ U) v1 DATE JULY 1, 2015 DRAWN BY Daniel M. Ossman SHFET NO. SCALE N.T.S. SCALE: N.T.S. SCALE: 3/4" =1' - 0" S-5 "L" BRACING REQUIREMENTS STUD NO (1) 2' X 4" (2) 2" X 4" (2) 2" X f" SPACING "L" BRACING "L•' BRACING "L" BRACING "L" BRACING 16" 1)'-Q"-4'-5" 4'-5"-8`-0" 8'-0"- 12"-0" 12'-0"- 16'-0" 24" (P-0"-4'-0" 4'-0"-T-0" 7'-0"- 10'-0" 10'-0"- 14'-0" Scissor Gable - (1) 2" x 8" #2 S.P.F. @ Each Vertical and (2) 2" x 8" Full Height @ Diaphragm Blocking N • 1. "L Bracing roust extend at least 90°/. of web length except, scissor gable which requires brace to extend full height of gable. 2. "L" Bracing to be fastened to gable stud with 10d x 3" nails @ 4" o.c. x 411 ''T'1 L! Ewe ATT� e v C �'> SINGLE"L" BRACING DETAIL SCALE: N.T.S. VIX 411 'IT EN�h 10 d aiL_S Ga 41' o.c. (-tYF. ) GaBLE.TEUss WEg DOUBLE "L" BRACING DETAIL w rl i G -.-T7 1 GC - r vJvI -- r r I %-J 1 %L.? 1 1 It %—x L E.&C O STUD tryp) 0, EbCO STU D TYPICAL GABLE END BRACING DETAIL r7 eN 11 2 a r •—r-... fT ril i ^rT" SCALE: N.T.S. *1-0 1 6a ri V v—..a 1 %.v v r %.. . TYPICAL BALLOON FRAMED GABLE END BRACING DETAIL � C o ai a a 4 y 04 8 00 X V 13 a 3 a A b o 0- C) (1) m N cTs cM O N Q � - 0) cCa .� ?CD o IY m = V M Q M ?NUig(D =•UM a� O Lu _t LL cc N M � U CL E Ec�wa) U 1 :c cis O �L) 2 (DM 3 CD ` OCCU 2:,'a E.5Eo`� E 5 E L o m 0 CD OocU=coo am O v o >, F- N .- WE �=- L i� O L id)L~ �L E- o °i E- i c4 CL J LIJ F— Q U) F-- < W rrrrrrrr j c Q 0 C (l) JOB NO. MASTER DATE. JU LY 1, 2015 DANIEL M. OSSMANl SCALE: N.T.S. SCALE: N.T.S. SHEET N(`_ S-6 ITif IFTIRWIN", Vllpw Jq qj qr nrv�ll N �'IRII� iiw�hyl� Iry �f�rll�Rgl �� R I�'P 3to o.c.,.-rbF COOP ppL-4Id/1 Fbe F I esT FoLJe ZOV41/5 or uSS ES V�/ 2 - I Cc � ZE I L5 e Ea. E-I J P z'' �'' C2 --� �E-&elDE, Fa5�.�1ED Jor t,w 2X411 i'-j"'' o J Top or P EL. f5L GKI 02� 41' o. ,✓$'' 0 e %'CE,I L I k 9DJSE. ,4YPSIJ r1 QA LL_ f50b ¢D r2SED wl8d CaoL_�O 1Z I /4" Lo+.4 peyw,&L -- scecws PoE pie5T5-00 AZO-1 &ID v%&LL c° ,+ o. G . (-ry?) 360'' o. (::,. Z' X 4" P�,j E.L.. gL,�KI kk Fcw- n szsT" S'-o' or- &J.D wAL.L- `^r/2 - I& d Tb E t-J&I LZb 0, E & - Ea 1p - sI M Fso IJ i' IJ 101' c rz CQ uk, G. Ems- oLMLoo 14c z 4" o LrTLAo K EE E, 1 21--w iPAY D Lw Iod x I Via'' j.1Q, I LS 9 Co'' 0, C E-Q E 121' CD, G '' L'' !!3 PSG E . T'rr E �- L_ E -ST 9 o % o v,/Ef5 Lc� c sEE'rA�)LL) SF� SELTIO�I FOfG A��I'("Io�.�.L. II.1F02r'lA"T70►,�. � CO�I.��.TIOt.�S SECTION — TYPICAL GABLE END BRACING DETAIL SCALE: N.T.S. 3G'' o,G. -TAP CrJeD l31 K I 5 I ti PSo ►� '' ! O'' O Q. GpLl aL Fo Iz F! 2ST" F0L1 V-Zoo45 EA. COR-00V1E2 O F 1-p-L) 5S E.S W/ 2- i G d �E � I L.S � Ea , E�. D �c 4'� oLrTLoO �rE.@ �- '� '' Z4 �� Z � 4 C-ZbSs ' '. ��&, oI�E FD►S'1T-•IED C Eac►45° + ,� Jol�h' 24►�,i Iz GDx R_Y D oe' �g Sta E,a� I Oe oPr PEE E END 4"(PS U O W4/ L L 6640D FAS C1 ED 0/8d COOLE2 0411 L.S 0 2 1 %4LOK� Pefvvw L G 4'' o . G. tr(P.) — 3(01'Z'+x &JELL FOV- rr I aS-r S'- ZfLs fEtjD \n/Au, "l''/ 2 - I &J To E 6 E.&. fr--.�.1 D 11 �" BVZI ' E, "rc) D El�� LE1�ST 9O`ro o L S E E TiNaL.E c ) Foe bL17i-n0jjN, z'1x _ STUDS C ICv'' o.c. SECTION — TYPICAL BALLOON FRAMED GABLE END BRACING DET SECTION DIAL. 211 x _._. -nP' PL-10tstTE- SI ri Psoj " CE E-QU a - SCALE: N.T.S. To EI•LIS..I L_ �/ I- I (o d d .I L 5 I od x 3', o. C . it Cam', 0, C . (TYF. 2`x 4''=ice' 24'' o.c. w/ 2- I od IJAI L.z Paz Uo + Q-r Mlr�. 2.11x4" eud0EZS ALTERNATE NON — DROP GABLE END DETAIL SECTION 20 x 4" ''T''Oa�T�P of PNjEI. gLAGKII...1C,, F4 ""/ (2) ICod K6jLS V'x 4" 6L0CY--,1j4 SCALE: N.T.S. 4 ° A 0 a T o N co t0 cn N G. -s � O c c co o��� N V jNacM ��oc cv a cYi .v 0 +Z L ui v3o (D u- gc�� 5 EcLa�a?Ea �����cn � �o3rna.L� c c c —� a. _ o o 2 00 Om N BCD j O U cc i� � c 0 .. C.) m e 0H �- 0 H-f� c�l-=Na J W F <C U) F— <( W � .J J F— ~' V V D F— F' U) Ci) JOB NO. MASTER DATE JULY 1, 2015 DRAWN BY DANIEL M. O SMAN SHEET NO. S-7 SCALE: N.T.S. SCALE: N.T.S. BOUNDARY& TREESURVEY LEGAL DESCRIPTION: LOTS 19 & 20, BLOCK 131, CITY OF ZEPHYRHILLS, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. CON5T oPCtJ PC Pr :Point of Curvature :Point of Tan envy 7BM : Tenporary Benchmark CONIC o PRC :Paint of Reverse Curvature A.P.O ;A Pat Of PCC :Point of Compound Curvature PP : Power/btlrlty Pole COV. : Covered Pi. :Point of hrteraection PSM :Professional Surveyor & Mapper MAS : Masonry SIR :Set Capped iron Rod 1/2- /6M LB : Lkensed Bus &" RES :Residence FF :Found kon Rod RLS :Registered Land Surveyor P.B. :Plot Book F1P :Found Iron Pipe AAWA :As their Interests May Appear PG :Page FCM :Found Concrete Monument jSAoA :It's Successors And/Or Assigns TYP. : T)pkd S.C.M. :Set Concrete Monument RGP. :Reinfaraed Concrete Pipe W.F. : Mbod Fence SET DISK :Set P-K Nag rt Disk FM DISK :Found P-K Noll d Disk (P) :Prot M :E7evatlon FND RRS :Found Rdood Spe oF (0) Deed ASPH. : Aphdt tNCF (Dees) W.C. :M mess Corner PRM :Permanent Reference Monument (C) 4okulation RIV : Right Of May O/H :Overhead Wow (F) :Field Measured ESMT. -Easement C.LF :Chain Unk Fence SEC. :Section S/W : Sk4wdk P.O.B. :Poet of Beginning TMr. :Township CB. :Chard Bearing P.OG :Pant of Commencsment RGE : Column P-K : Poker-Kdon C/L :Cw tafine Sa O.R.O. :OfFcfd Records Book A/C :Air Conditrer DIA. :Dkaneter V.G. :Concrete Valley Qutter 0/A :Ovaraff U.S :United States SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EA S T PA SCO COUNTY, FLORIDA / f WRIZON aD BOX, FIRED HYDRANT jot\ i o -FL. / 6 U E / / 6 OAK O 1/4" N / FRB Ito , o�c. c o 1 1P.P. 1 1 oy f F.C.M. 47W 0.0 s, 2 N o -10 �\X o 0 o� O 46 OAK 1, 14 OAK O / VV--��-IL io (3r F.I.R. \1/4" 57 OAK \ APPROXIMA7E FLOOD ZONE ` LINE S'urve or's Notes: 1) Property shown hereon appears to be located k flood Zone AE & X' per F.I.R.M. Na 12101C 0456E Dated 9-26-14. This surveyor makes no guarantees as to the accuracy of the above i►fonmaton. Local F.EM.A. agent should be contacted for verification. Base flood Devation-82'. 2) No underground utff1d^ underground encroachments or buldkng foundations were measured or located as pat of this survey. Trees and shrubs were not located unless otherwise shown. 3) this survey was conducted without the benefit of an abstract of title, thereflre there may be other eoaernher►ts, rights of wax setback l k►ex agreernernts. reservations, restrictions or other sknlar matters of public record, not shown hereon. 4) Unless otherwise noted, distances ces shown hereon reier to plot and field measurements and are measured in U.S feet. 5) Re -use of this survey for purposes other than it was intended, without wrftten verh7catiae, wN be the re -users sole risk and without inability to the surveyor. Nothing herein shall be construed to con ve y rights or benefits to anyone other than those to whom this survey was originally Oeff 1 X H.. or I ca / /t / 6 OAK cr 7 OAK O 9 OAK O C) 12 PALM / LOT 20 n -5 CHERRY LAUREL / / / i/ O 13 PEC LOT 19 j a, 0 �39 j*0 . n'0'J LOT 18 coJerr d EATM L AV I NC, b600N M sFcz - rUX-rc." EX IS^r SFR PL-00R LEVEL / \ LOT 1 / q LOT 2 D K \\ o_ \ Ir \ LOT 3 AN F.I.R. 114" SCALE I" = 20' Z J ! 1 J O 10 20 30 S 5 ITS DA VID L. SMITH SURVEYING AND A00APPOW, INC. �� 1406 W. LINEBAUGH AVE Tompo, f7: JJ612 G1Q6,�Y0 Phone (81J) 935-1960 Fox (813) YJJ-9446 Certificate of Authorization L.B. #6962- SURVEYOR'S CER7IFICA7F I hereby certfy that the survey Jepreamted hereon meets the roWkwriehts of Rondo AabnhAetrotive code pu►mant to Chapter 5.-tZOSU051.05Z of the Ronda Statutes. Unless it bears the soiature and ire orlo?d rained sed of this Fkrlda licensed surveyor and mapper this dromft sketch. Plot or map is for Inhormatimd purposes only aid la not v /d J. AMGYf U FL4" P.SM. 4192 Signature Dote: Job 08/29/16 1608-080 CER71RED T0: STARR M07ORSPORTS INC. NOTE:- ALL 7REES ARE MEASURED IN INCHES BEARINGS ARE BASED ON 7HE NOR7HEAS7FRLY R/W LINE OF 4th S7REET AS, N 25i70'00"W. ", ASSUMED.