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HomeMy WebLinkAboutBuilding PlansCONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES FRIOR TO CONSTRUCTION INDEX OF SHEETS SHEET NO, DESCRIPTION I. SITE PLAN t NOTES 2. FRONT 1 LEFT ELEVATIONS, PERMIT INFO 3. REAR 1 RIGHT ELEVATIONS 4, FLOOR PLAN, SCHEDULES 5. FOUNDATION PLAN L. ROOF PLAN 1. D—I DETAILS, TYPICAL SECTION 8. E—I ELECTRICAL PLAN, SANITARY RISER ` i L�4NC�= U TE�fi��C. I I 0 0 o o� � EXISTING / POOL � o o m Y. o III P S �I MEW g� GALLON INDIAN HAUL PLAN 1104 Ito HO�1 CON7R/4C7CR TO FIELD VIEF,IFY ,4LL DIMENSIONS FFICF, TO S7/4RT OF CONSTRUCTION O v Existing pool d&ck to r&main t rem in r \ANY PLANTS IN THE FOOTPRINT WILL BE RELOCATED � EXISTING PLANTS TO REMAIN �A INDIAN HAUITHOIZNE O CR0T0N OC ILEX SCHILLINGS 05 cHoLEus O ROEBELLINI PALM BROMELIADS U®5 `mil E UU ' Z U GALLON o INDIAN HAIJJTHO- tQNIE 31' 3701 3 NEB S GALLC Scdle 1:10 ROTONS JOB NUMBER: 20-w42 R8Fi , :0 ' Ar9770 co��, Color to Match EXISTING Entegra Estate "S" Roof Tile installed per product approval FL# 1804.2 and evaluation report using (2) IOd ring shank nails over ppoly lass self adhered roofing underlayment over 19/32 OX plywood attached to trusses per sheeting attachment diagram on roof plan. - T.O.R. 12 5 MATCH 1` EXISTING` , — i T.O.B., �Iij A.F.F. 24" 24" - - - — — - -- -----G.H. O.H. A '-O" = Finished Floor ISTING 5/8" thick light textured stucco on typical concrete block construction - Color Texture to Match Existing LEFT SIDE ELEVATION POLYGLASS SELF ADHERED ROOFING iSYSTEM FLU 5259.1 SCALE: 1/4' - Product Approval Submittal Affidavit Opening Schedule Swing Doors, Ovvs 'bgad Doors, Sliding Doors, 1lindows & skylights Opening NOA/FL product M Manufacturer Glass Attachment method ExzSp ration Design Pressure Type NUMBER j, Date of Approved Tests I, IS-0430.06 Single Hung SH-"Ii0 PGT 5/16" 1/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to + 80.0 PSF Impact min. edge distances specified in Product approval - 2 I1-0504-OI French Door FD�IOI I PGT Type A 1/4" din. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to + 63.1 PSF Impact! min. edge distances specified in Product approval - 3 18-0430.05 Fixed glass PW1 20A PG 5/I6° 1/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to + 80.0 PSF Im aot min. edge distances specified in Product approval - Product NOA/FL Model � ;,`' ��� [anufacturer Attachment Method it ation maximumTEST Design resaure NUMBER l� $ Date of Approved Tests Mullions P G T Roof ESTATE S i'1 Install Tiles per Product approval and evaluation report Polyglass Self Adhered NOA 18-0829.03 oral Roofing LLC over roofing system installed „�; per FL# b259.1 over 19/32 CDX plywood sheeting attachedsheetingat diagram o fa Siding STUCCOS rl 5/8" Thick light textured stucco on typical ON BLOCK lil, l Concrete block construction k' 5/8" thick stucco on 3/8" Hi -Rib lath attached to Soffit STUCCO, horizontal and vertical wood framing with nails or staples to ON LATH w provide no less than 1 3/4 penetration into horizontal wood framin and /4" penetration into vertical framinci ALL Pr! sT Ming by: Miami —Dade County Building Code Compliance Office / Product Control Division I have reviewed the above ) r�', f approved it by my seal below. ( Architect or Engineer of Record__j Color to Match EXISTING Boral Roofing LLC Estate "S" Roof Tile installed per product approval NOA 18-0829.03 and evaluation report using (2) IOd ring shank nails over ,.polyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan. IFRONT ELEVATION 12 MATCH 5 EXISTING SCALE: 1/4' - 1'-0' mv, PERMIT INFO APPLIES ONLY TO NEW WORK PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6TH Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Speed: 140 mph ultimate Mean Roof Height: '- " Roof Pitch: 5:12 Internal Pressure Coefficient: ±0_18 S6bjectabihty to damage from: Weathering: Negligible Termites: Vero Heavu Width of Roof End Zone: 5`4" Wind Exposure Classification: B ,W'djustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.6DL+0.6WL E,xp Height Adi Factor: 1.00 x Load Combo Factor 0.6 = 0.4 applied below Components t Cladding Wind Pressure (NET) Roof Zone: I. +16.0/-26.0 pef RRoof Zone: 3. +IL.00j-45.00 pstif 5/8" thick light textured stucco on typical concrete block construction - Color ( Texture to Match Existing V9 8 i30 60 00 one. +IL. -LL. ps p_ Roof Zone I Qomponents E Cladding Wall End Zone Width: 5'-6" Walls Zone 4 Components i Cladding Wind Pressure (NET) Wall Zone: 4. +28.0/-30.0 pef Wall Zone: 5. +28.0/-38.0 pef p _ Roof Zone 2 Walls Zone 5 Shear Walls Considered for Structure? Yes END ZONE Continuous Load Path Provided? es Ere Components an Cladding Det� Provided? Yes Minimum Soil Bearing Pressure: 2,500 psi. Presumptive: X By Test: psi - Caner Zones This Building Shall Have the Following: Root zone 3 APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: i i w I. L U z N Ql c s U v 0 !D o: OL j 6- v Cr m Ory O LL ?rr F- � v- Lin U a o� ° U -0 fn v oil Ll Z =I) 13 U LLI U W Q L O Q O D V W U Q •• L z L O � � L � n Q-- ONC W o O W = " O Z W ao rn O J Q ao ao s Q <0-Hrr�Q I Z NN v # O 0ir .a W U in HW x � L = N � _j� d �QZ;F =� N � N Qi SHEET NO: 2. OF 8. JOB NUMBER: 20- 42 10%SL . 4, o �o AR 9770 i l t V T. A.F.F. 2 — O.H. O.H. tIIcIIo` 5/8" thick light stucco on typical block construction Texture to Matc 4 ESP Bronze Alummum Enclosure to Match EXISTING 1 ri I i� iv Color to Match EXISTING Entegra Estate "S" Roof Tile Installed per product approval FLU 7804.2 and evaluation report using (2) IOd ring shank nails over ppolyglass self adhered roofing underlayment over I9/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan. T.O.R.OL A.F.F. ji 12 MATCH 5 EXI$T1NG -- ---------- ---- - - ------- - - - - -- — — — 24 — — — — - — — - -- — — — — 24" 24„ — — — � O.H. I. O.H. O.H RIGHT SIDE ELEVATION REAR ELEVATION r L : 1/4" 1,-0. Sf j L L 5/8" thick light textured stucco on typical concrete block construction - Color 4 Texture to Match Existing U f- z N Qi C r U v 0 m a v w � 0 a- u 6' d- m Q 0oo jrr � y I I Lh U c O 0m q N U t!J Qm o U� c� C U w U Q W H 0 � O � O JC7 E3 V W � U Q N � � z o U) U- Lo O N N 4 W- W O O w =3 U O Z W to CID U O X J Q 00 00 Q (L 4 I Z 00 OD NN v # I— U rr- Q.1 U O rr a ,a -� W U cn ui LL UU) LiN -tlri to Lm... SHEET NO: 2), OF 8. JOB NUMBER: 20-42 0 0. i � '.. AR 0770 i ���...o °per � Pavers over Concrete Slab Tbeknew Location Orientation inb�r xxaxqq p°'ewaw d Mti"niri opti Ned "rare ons for rnetallatron 1 drpNO into freer Nab Screw wood ineeibPro 2' x an t kne Calling Perpendicular 24" 13ga 13/8' long with 1-1/64' Mad 0.018' dromi er x 1 1/4' bna y1 annular —ringed or 5d coder nail 0.060' diaOR 1 5/8' long nth wellsD"recuon EE 1L• 8• IL' IS/[4' Mad OR Gypeon board nod 0.084' cis. x 1 5/e' with -1/ 2' has& Cwhng Perpendiculer 24' 13ge 1 5/8' lop with 19/G4' head OR 0.098' diameter x 1 3/8' I annular —ringed or Ld coder nal O 09h2""d a. ire re 1 1/8" lonth Wage �Khwr It' g• IL' OR Gruen board real 0.0119' der. rum x with 11/6ad. Provide new 42" high _ Knee wall BATH '& u5 DEN BATH # OO Lmaarco Drmn � close glow o 12'-6" XISTIN \ EDROO tt2 O�O Rod t Shelf Square Footage Breakdown New A/C Space = 1,218 sq. ft'. f �i!I New Covered Porch = 102 sq. ft i.. Addition Footprint Total = 1,380 sq. ft#I'�� ! Existing Footprint = 4,991 sq. ft ; New Total Footprint = 4,311 sq, ft 1 1 i I E%0GI NG �I e XISTIN DN I N G ;--XISINC,f MEDIA CC ew 6"W_ enln \ In II �ea CBS wells — Fill cells said with concrete and (1) u5 bar vert. at 40" o.c. for walls to 10'—O"* high. Space 32' o.c. for walls up to 15'-0"* For walls overdo'—O" a special inspection is required by ang licensed structural engineer to review and approve the vert. steel installation in the footings, in the wall cavitg and into beam. aw 2" x 4" non —bearing stud walls —see sections. Insulate with R-11 batts at bathrooms t between A/C and Non —A/C spaces wee 2' x 4" bearing stud walls — see sections. Insulate nth R-11 batts at bathrooms t between A/C and Non —A/C spaces Zoo 2" x L' bearing stud walls — see sections. Insulate with R-19 batts at bathrooms t between A/C and Non —A/C spaces E EXIST G BR K ST Remove existin window and frame in exist g 5' penmg as needed th studs n F1 h to match existin Walls e - 2 O1e I - I' . I ill►►-' � li 5', 8„ " 2'-0„ avers to Match Existing 0 oo 0 m O i v M 2' U o 00 z m o s o00o u 0 L O O B v_ — N MASTER 3Q SUITE O o r m I I L O O_ Q _l N c 0 0 LL o CV tV � I I � � r I I V- lfl U O c0 20'-4" d3`o 0 U a m J -0" C-2" 4'-5" 5'-8" _ O 3 Q (] m rnt// -�< 3� v o u IL a c�1 Ca Z r 0 o U L B � U ��� O ER2,_2„ E n LK r -1 E) r W I G CI I D 5' 4" MASTER BATH M W ° U W -4" o Window Schedule Z O I I m Q Mark Size (wxU Window Description i. 4'—B" x I°—L" FIXED GLASS TRANSOM 2'-6" � Lmaar Oran � 0 o 0 2. 2'-O" x 1'-6" FIXED GLASS TRANSOM ` Z 3• L'—OR x I'—L" FIXED GLASS TRANSOM r O Ln e Slope Ploy -- 4. (5) 2'-8' x 5'-3tSINQLE SINGLE HUNG Lo S. —I" x 5'— HUNG 0 Qp N ALL Windows to be bronze frames with tint to +3 O _ —A D , � TEMPEREDO Match EXISTING. Provide muntin's and II II I strructural mullions per elevations - See product approval chart for window Q 3'-2" >< 3'-101, manufacturer information. NowMasterp - All windows to withstand Pressures stated I c I on Permit Information Box on these plans. HIS °� - All windows in bathrooms to be tempered. All windows within 18" of finished floor to E W o O be tempere(d unless impact rated. u.l =3 U O Relocate - verlfy all masonry/rough opening sizes prior ` z z a O to ordering windows. < Q > W)ry p Existing L �' u _ J Rod t Shelf J Door Schedule L Q °-� Q 0 0 0 0o r-r� i* I z N cN C I I. Mark Size Door Description N O u xistin v New 4/C A/C A 3'—O' X 8'—O" 12 LITE FRENCH DOOR C U O r- (r 4r #I #2 B (2) 2'-0' X 8'-0" SWING DOOR — SOLID CORE U "" elM use exis r ----- — WOOD W C 2'—L" X 8'—O" SWING DOOR — SOLID CORE — WOOD to H Ul v x —� D 2'-8" X 8'-0" SWING DOOR — SOLID CORE — WOOD L U U) l- U a L" E 2'—L" X 8'—O" POCKET DOOR — SOLID CORE — WOOD Q T-0" F (2) 2'—L" X 8'—O" BIFOLD DOORS — SOLID CORE — WOOD 00 G 2'—L" X 8'—O" BIFOLD DOORS — SOLID CORE — WOOD ALL exterior doors including garage doors to withstand " pre sure stated in permit information box on the a plans. ver all masonry/rough opening sizes prior to ordering wlnMs.-0 PP F OOR PLAN - See product approval chart on these plans for exterior `l SCALE I/4" = I'-o' door manufacturer information (including garage door) L Provide one exit door (sywinq� type) that is 3'-O" wl�l Contractor to verify ALL notes and dimensions prior to minimum and one emergency a cape door (not shuttere proceeding with work, if escape door has glazing then It must bff�dv e Impact resistant Contractor to STRICTLY enforce ALL OSHA Require ants. _ ALL Lumber to be used as Beam, Rafters, etc... to hav and shall NOT be thru garage. This ma be the same doo SHEET NO: a minimum 1,400 P.S.1. fiber stress. No dissimilar metals to touch. If it meets both criteria isted above. X ALL Concrete used For slabs shall be 2500 PSI concrete, an a ALL Concrete used for vertical Filled cells, continuous. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 4. Drywall at ceilings shall be leveled and attached to bottom chord OF 8. of trusses with screws. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. JOB NUMBER' 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Pan i Drain at water heater in accordance 2 O — 2 with the Florida Plumbing Code current edition. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibdit requirements.�ODOO� 12. A108.1 �AII8 I,Lile A118.3.aA134.lsanid A131.1 conform to ASTM A108.1 thru A108.4, 13. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, CI325. OR C1118 and mstall'ed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 14, wall and Ceiling shall have a fiame-spread classification of not greater than 200 15. wall and ceiling finishes shall have a smoke -developed index of not greater than 450 ° IL. All exposed attic insulation materials installed on attic floors shall have a critical radiant j 31' AR9770 Flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation metermis exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. Residential Section R314 - see permit info box of code edition V�,` w O' D 11. G sum board material shall conform to ASTM C36, C19, C415, C514, C430, C931 C 0, C1002, CI041,CII11, C1118, C1218, C1395, or C1394 and shall be installed 2T- Dowel #4 x 12" long bar 4x4 - 10/10 WWM 6" Into existing slab and OR FIBER -MIX over set in epoxy at 48" o.c. vapor barrier EXISTING 12" Favors to Fool Slab MATCH 6 EXISTING nits Lmeer DraTia aIoee floor tourer rem r, • 1,��1 "X12" Concrete Column Block fllee Concrete a d (4) bars vert. I x3Gxl8" con ate footing c way — REF Imo`_ �. ►., NEIIR Fii cell with concrete and (l) 1. #5 bar vert. (typical). I I I I - all not exceed 4q" un es D erwise noted �r 7— sea'f nda plan notes for apgcing III nings ( LL I' icken edge to 8"x8" joele O D) 71 i; — . T-8 — J • r7 r7 �•� T with concrete and nne #5 hnr cnnrrn"nun a T r L -� - �MMat • I F-fL F-IL I E�la iir4 i d II I • I is I P I Ic .I °D I P d I c f T F_ I I .- TE :I P—IL, r— I r F— 'I p: •p p I I d• � d- d C)II c Recess for = #I Shower- . ., Llrror Drpn I C • d P 81 door d j concrete, slab III fibermesh OR TT I I I I—T-T-T T T L xG 410/10 WWM -on L' mil Visqueen over GElearr compacted, termlZe treated' fill. �7 dowel #5 bar x 12" long C' into TI y etxistin slab ate at irl Hilti HIT = d tLr Nast Master RE500 adhest (or equai> a� 18" o.c. I SUB -PANEL for slab- to slab Connection end settlement reeietarfce, , per/ Dowel -footing steel min. '• 6" into existing footing I Relocate and eay in epoxy Ewating Generat ll I(71 i i i i i i-iMI I I I I IRl i i i i i i I Jn M 19 26'-8" 2'-0" l'-0" 9" concrete slab with flbermesh OR 6"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE I,, III -\II\ 8:: T-8 FOOTING DETAIL SCALE 1/2" = I'-O" #5 bar vert. w/ 30" overlap SECTIONS AL at each filled cell 4" concrete slab with flbermesh OR I" recess for VxV #10/10 WWM on 10 mil Visqueen over waterproofing at slab clean compacted termite treated fill G ade ro V — —— 14% x W'd concrete monolithic "" II footingg with (2) 45 barn cont. end #5 transverse bare at 32" o.c. Ln F-16 FOOTING DETAIL SCALE 1/2" = 1'-0" T rmlte Protection for New Construction as per F.B.C. 181LI CONTRACTOR TO REFERENCE F.B.C. BUILDING 1816.1 FOR FURTHUR REQUIREMENTS 03 Sail treatment used for subterranean termite prevention in -side the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If oil area is disturbed after initial chemical soil treatment, area shall be re -treated with a chemical soil treatment inc uding spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose -containing materials and shall have a min, wall thickness of 0.010" and shall be sealed within the slab using a noncorrosive clamping device to eliminate the annular space between pipe and sleeve. NO TERMICIDES shall be applied inside the sleeve per FBC Plumbing 305.1.2 TT -- FOUNDATION PLAN Ex ing Pent FOUNDATION NOTES: SCALE: 1/4" = 1'-0" 4" concrete ab wit' " i`mesh OR I ° 1. Any changes to plans must be submitted to the architect for approval prior L"x #10/10 Ww on ' I 'I✓isqueen over to proceeding with construction. c an compacted f 1 i`eated fill I 2. Contractor shall be responsible for verification of all notation and dimensions prior to start of construction. T 3. ALL Concrete used for slabs shall be 2,500 PSI concrete min., and T oT ALL Concrete used for vertical filled cells, continuous, tie beams etc.. r' shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix min. -4. Soil bearing capacity assumed to be 2500 psf and stable. This shall be confirmed in writing by soil testing report done by others prior to the start of any construction 5, Verify all recess thickness at shower floors, all floor finishes as selected by owner, door sills � thresholds including pocket SGD frame widths etc... prior to placing any slabs. 6. Contractor to provide for Form Board Survey — Form Board Survey B' I to be provided to Truss Company prior to truss construction 1. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel 8. Provide a minimum of 3" concrete protection at footing and 1-1/2" concrete protection at beams for ALL reinforce g bars. 9. Contractor to provide the Architect with truss shop dr wings including ALL truss ALL cut sheets showing truss reactions prior to START OF FOUNDATION WORK for strap and footing size v rification. H Z N rn c ns .c o I m a� q o a- v 6- r m c 0 0 LL > rr m I I U O a7 V a cal Z D U LILI U w f- 0 o V W � U Q Q N z o � � LL U) O N ,- N N QC W o O UJ =3 " O ' Z W 00 O XX J < CNO CND u Q 'V` p- F• r r Q I X OD 03 NN v # v W U a ~ LLI ii x J � U N LL F- LL Q � to t� SHEET NO: S e OF a. JOB NUMBER: 20-42 R. ®4� AR 9770 LINTEL SCHED LE np Pre - Rows of Iflax Max Max Mark Urwt Lintel Stressed BM Blooveck Bottom Taq Losd Lo dt Lateral Widt Size rrast-Crete sedlcatfon Steel e� bteel Mn (PLR) IPLf) fPLr) L22 ;_O� 2'-10' ere-OBAT NO — I IB 3061 1649 IL42 L31 3'-0' V-1" efe-OBAT — 1 ei 26N 1110111.3 163 L45 4'-6' 6'-1' I ere-OB/IT NO ji I ai 1341 IOK 1 411 L50 it 6'-e' 8re-OB/IT NO — 1 IB nos 101 334 LLO C-e' L'-e' ere-OB/IT NO — I 1B 1011 121 534 LILO Ic'-O" IL'-e" er1L-IB/2T YES ONE I 1 #i 1 2 ei aw 600 114 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFOR ATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 13'-11" LONG ARE TO BE PRESTRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASE ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS ACCORDINGL PRIOR TO ORDERING ANY/ALL LINTELS ,vaoftionai a5 bare Lintel Bar Clear "A" "B" '' Length Length Span Bars Bars 4E 2'-10" 2'-8 -G" 2,#3 more f ':j:; r Precast Lintel f f 2'-2" 2,43 none efe-OB/IT Additional 4'-0" 3'-10" 2'-8 2,43 none s5 bare �ovei 4'��-4" 3'-2 2,#3 none `-:r•;;,".r :: One Roe of Bsam Block 5'-2 2,#3 one 5'-8" 4'-G" 2,tt4 one Precast Lintel r'c" 1 5'-4" 2,44 rore Addition i �'-G" �'-O" G'-2" 2,1*5 rore OGAR ----e tt5 bars ----e erle-ID/IT eFle-e3/2T 8'-4" 1'-10" �'-O" 2,45 r one NOTES: I. MIN. COVERAGE OF STEEL = 1.5" 2. MIN. BEARING REQUIRED e EA. END = 4" ALL reinforcing steel is grade Go. 3. STANDARD FOR REINF, STEEL = ASTM A415 GRADE 60 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) R F TYPICAL Scale 1/4" = 1'-0" — Overha kt be 2'—O" and assumed TO MATCH EXISTING I be 5.12 and assumed TO MATCH EXISTING Ings to be provided by manufacturer — 'OOf hit — Truss sh — ny cha I "` '''i i' this plan shall be submitted to the pproval in writing prior to starting construction. REFER , — ALL T TRUSS ' 0 TRUSS CONNECTIONS BY FACTURER — Arch" e evlew Truss Shop Drawings Prior to cons i on for layout and uplift verification — Contrac ' to!; provide for Form Board Survey and to provide Form Boat Survey to Truss Company prior to truss construction — Contract. IF `toi�''verify all Roof Pitches PRIOR to truss order — Contract* to provide the Architect with truss shop drawings including ALL tru sit ut, sheets showing ALL truss reactions prior to START OF FOON 1ATION WORK for strap and footing verification. !Kr. egra Estate " ap rova FL 18( (2 IOd ring 3half roo ifing nderl gme to truss s p sh+ MA CH EXI ITL n- oof Til cost I0d eval ti rl�r 19/ 2" I !attachment Lie 12 6 MATCH EXISTING Q ed per product report using )X plywood att iibaram on roof R T (-a n BILLO MATCH W W BI LLO I__U n � Wl__ EE B W U Wod, N BI L20 W it- I Q a � BI OC N BI L20 BI L20 €q IA 2U I�- �I 3:Z U f- rX w oir� i'L3�ice TCH [4 • I6i�i'� ■�I�II�I I=T ;i HETA 20 PRE—ENGINEERED TRUSSES AT 24"o.c. TYPICAL ¢; shop drawings by manufacturer ) O 1 �. =Z I UE BI I _ a r Barra) Tile — See roof plan, slevetions, and typ section for manufacture Contracts to adhrre each tile t "� produnote epprovei fbo�ineM�G I.A.W. Wnphele STRAPPING SCHEDULE HETA 2 SIMPSON HETA 20 hurricane anchor at each truss supporting Max. 1,810 lbs. uplift. Strap of have (9) IOd x 1 1/2" nails. ROOT= SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size =tt8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws baaad on res re for roof box these stated in permit info on plans " 8d ring shank 45 of Zone 2 8d ring shank lL of Zone 8d ring shank 84 of ** Zone 3a L" L" tt8 wood screw 112.5 per BEAM SCHEDULE Mark Size and Description BI Two rows of beam block filled with concrete and fp >t5 bar continuous In each row. Provide precast lintel filled with concrete and (U u5 bar per lintel schedule continuous over ernn s, B2 (3) 2" x 12" SYP u2 wood Beam Underlayment notes: - Contractor shall strictly follow these guidelines; Underlayment design pressure for ILO mph Ultimate =PER PERMIT INFO. BOX for Category II Buildings in Exposure 8 with Importance factor of 1.0 for roof with less than 112 slo e TILE ATTACHMENT -use (2) IOd ring shank Walla in each the as shown in product approval BeII adhered underieyment f ass notes on rod plan ) Contractor to adhere each the 19/32" CDX plywood per note inbox above and I.A.W.(we details for nailing) product approval from MFG t\ ) True Tel Bee detach for constructionZa Galt'. Drip V system Roof Tile Installation Detail nta INSTALL TILES PER SYSTEM SHOWN IN LOAD BOX Contractor to adhere each We per note m box above and LA.W Ridge Tile product approval Noth relmaybeusedFasten ridgeandhip onspecified metal chennals tal ehanrisl atexhed to rod !U 3/4" 4ely. screw at G" o.c. Underlagment on 19/32'° provided by East Coast Metals CDX plywood Concrete The Ridge Detail nts Self adhered underleyment 1 we notes an roof plan ) /34" roof sheepng we roar plan for attachment ) cc Oil IL Barrel Tile Attachment Detail nits Ci SCHEDULE Mark Size and Description BI Two rows of beam block filled with concrete and fp >t5 bar continuous In each row. Provide precast lintel filled with concrete and (U u5 bar per lintel schedule continuous over ernn s, B2 (3) 2" x 12" SYP u2 wood Beam Underlayment notes: - Contractor shall strictly follow these guidelines; Underlayment design pressure for ILO mph Ultimate =PER PERMIT INFO. BOX for Category II Buildings in Exposure 8 with Importance factor of 1.0 for roof with less than 112 slo e TILE ATTACHMENT -use (2) IOd ring shank Walla in each the as shown in product approval BeII adhered underieyment f ass notes on rod plan ) Contractor to adhere each the 19/32" CDX plywood per note inbox above and I.A.W.(we details for nailing) product approval from MFG t\ ) True Tel Bee detach for constructionZa Galt'. Drip V system Roof Tile Installation Detail nta INSTALL TILES PER SYSTEM SHOWN IN LOAD BOX Contractor to adhere each We per note m box above and LA.W Ridge Tile product approval Noth relmaybeusedFasten ridgeandhip onspecified metal chennals tal ehanrisl atexhed to rod !U 3/4" 4ely. screw at G" o.c. Underlagment on 19/32'° provided by East Coast Metals CDX plywood Concrete The Ridge Detail nts Self adhered underleyment 1 we notes an roof plan ) /34" roof sheepng we roar plan for attachment ) cc Oil IL Barrel Tile Attachment Detail nits Ci F-- z N N v) c r U O f� v� QC u tr r m a I I W I I F- °L r in U JOB NUMBER: 20-42 I I I L" min. of Icgnene LD-C-50 spray foam Insulation on -al Roofing LLC Estate "S" Roof Tile Installed per productbottom of roof sheathing in compliance with ICC-ESR-1824 p roval NOA 18-0829.03 and evaluation report usingdated Feb. 1, 2012. Install DC 315 Intumescent coating IOd ring shank nails over ��ppolyglass self adhered ling with 15emiinn hermalobarrir`ier reguireme„tsabove to comply underlagment over 19/32" CDX plywood attached trusses per sheeting attachment diagram on roof plan. match existing Dowel new beam steel into existing beam L" and set in epoxy t h atcexisting Simpson HETA 20 or equal mg hurricane anchor at each truss with (10) IOd x 1 1/2" nails 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Ma . 5 1810lbs. at 24"o.c. TYPICAL New Beam - see typi, block uplift ( shop drawings by manufacturer ) section at wall. Galv-Alum Metal drip on I" x 4" Drip on 5/8" drywall with smooth finish I" x 8" Fascia on _p to Match Existing 2" x L" Sub -Fascia BI to Match Existing Contractor shall provide for tomporarg shoring U under block to amain Dowel new steel Into existing beam min. 4" ~ Contractor shall remove and set in epoxy Z Contractor on r ct or I remove Extend filled cell wall as needed for new lintel a wall r new lintel up Into beam �___- - v Exist I Provide Cast -Crete Remove need g Cost -Crete "- 8U8-OB/OT precast +}°} 03 block t needed u u and set new lintel lintel npracaat I_ I, }I lintel set in mortar •:r•f, t`,T • : over new opening Sue- IT preas- rp•..,.•" .•y i y; mortar- Min. 4" Bearing ;h �ac;..1.<, r��,tic y ; r New Lintel shall o Min. oaring have min. 4" bearing �•• I on each side of new tie opening i New Lintel shall i- f - have min. 4" bearing ram to remain I" x` CBS WALL Ir on each side of new _ fopening NEW FILLED Provide New PT I EXISTING Cell - O Bucks attached per - CBS._WALL - _ `�° oto fill and (D ( jamb details into l 6 to fill lest cell VERT. #5 bar i ' �' e EXISTING existing filled c il. CBS WALL -�- rt. for new wall Provide New PT - v .i I 'p See plan CBSWALL Bucks attached per _ :I P I- - - _ iamb detach Into T_ r i i I' I existing filled c 11 Dowel I tt5 bar x 12" 1 ) I� Pour cell solid with new Q 9 Existing wall to remain ;f:Y t'�t #4 ` f�,. i.% lerneta installed and steel LL impacted c 0 0 L' into existing filled cell t set in epoxy. Pour sill block --- solid for wind �; I I Provide new filled cell on aide of opening �- g - 1 > I/2" thick stucco on 3/8" hi -rib lath atrtpa a IL o.c. with R4.2 fyfod — I -- - - -- - - r r- each f - I/2" drywall over I' x Furring attachment a,. attached to horizontal and vertical wood inw anon on t ical 8 Block walla P,i .a- Ln — Framing with nails or staples to provide Dowel new footing steel - W_ no less than 13/4" penetration into All drywall is per FHC 102.3.1 and L into existing and set in Epoxy U horizontal wood framing and 3/4" penetration shall meet all pertaining ASTM codes. I I Dowel new steel Into into vertical wood framing members Mortar to be Type "f1" one . ( I existing ftg min. 4" c O Provide Dur-O-Rock at al`>' wet See foun ion plan ---0 Existing ftg to remain and set In epoxy a Lv areas (ex. xhowera, tuba etc...) _ _ L _ _ _ DETAIL A T N E lU DOOR OPENING o O 3 U Q match existing to Match Existing C m 5/8" thick light textured g 6" I t DETAIL AT WINDOW OPENINGS q I- (k stucco on typical concrete :r „ Scale: 1/2" = 1'-- of 1 ` o► block construction -Color t Fdi cell with concrete and scale: 1/2 = I -O q 0 Z r Q Texture to Match Existing b (1) tt5 bar vert. (typical).: Attach door to block wall with Max. spacing shall not exceed )� �. 1/4" dia. x 3" tap -cons with min. at each felled cell Scale: NTS I I/2" penetration m each O.C. Max Q 32" unless otherwise noted j tt5 bar vert. w/ see foundation plan notes For t Oe k W (� 1 1 C on n e t I on D t ail l 30" overlap spacing of openings Attach window to block wall with and L" o.c. max from oath corner thru P Exterior face 1/4" die. x 3" tap -cons with min. of wall I" x 8" PT Buck 11/2" penetration at 12" o.c. max base 4,' concrete slab with fibermesh OR and L" o.c. max from each corner thru L xL ttl0/10 WWM L I V Li/ I" x 4" PT Buck Grade board on ml isqueen over clean compacted termite treated fill II face \I"x4" P.T. Buck Detail at Windows 2 cedes t header _ _ I NTS I I I i � it Ic—I6 I I II Dowel (1) 45 bar Filled Cell Masonry Column With Filled Cell Masonry Column With One I I and 65"l a in lap #5 From Footing To Beam. #5 From Footing To Beam Each. T Y P I C A L SECTION Conc. Fill To Be 3000 PSI Scale I/2" = I'-O" I � Conc. Fill To Be 3000 PSI See Floor Plan For Location , . I See Floor Plan For Location in. oor 5/8" drywall ceiling on I 2" x 4" top plate truss bottom cord O •J4�•% ? •�;' "?( y EpAtBox ) MIX Con. Concrete Footing Sin le Filled Cell Colu Double Filled Cell Column Ht issed Tie Down Roe der N NTS ,. 1.1 nts •I I, I Ar 1/2" drywall on r 2" x 4 etude at IL" O.C. Finish to match existing I, f�pSUm wallboard I ! wood casing I I' I II New base -board to match existing profile II 2" 4. 4" P.T. bottom plate _C -77777777 E existing� • � , II slab l Tx-4" Wood Buck Interior Non -Bearing Partition o I all doors II Note: T Scale: 1/2 I -O k3 L. III stucco return o�{ t o be prehung Attach window to block wall with L - `"y w 1/4" dia. x 3" tap -cons with min. k a c 4 W f- I'x8" P.T. Buck O 2 sides t header Q Detail at Exterior Doors �-- p NTS I I I N � m F P I I I I I I I I I I I I I IuL_ Jl _� II J � z Filled Cells Q (TypicaU � z O � � 4 1/2"x 4 1/2" U- Masonry Inspection _ I Clean Out Hole VI 90* bend from footing 48 bar dia. lap in wall and footing Q Ty0. Masonry Filled Cell Detail N ac w o � 0 NTS ' Z Z ui O Z W Lo omo O See roof plan Q �r U for finish and decking IL F I r Q material and attachments Z N N I U New Trusses at 24" o.c. C: F- rrP-�ir details by manufacturer \ O U ry a .r -� .... a (4W ~ W 0X u rr�� L U tri h- u N fo a Q c 4J _111:11121. tN y p I L. I i n t� r I Or D OOr L l) & L I I Provide Simpson VTCR strap I I/2" penetration at 12" o.c. max l I p p � and 6" o.c. max from each corner thru aligned w/ ea. existting truss top I" x 4" PT Buck NTS Ik 30 min. hchord oles in straps w with IOd Wallis II I drywall return � ner Steel La � nts � <-��- ---- Contractor to add Simpson marble sill � II 91 �, 11 n IY • Section Win -III ead s Sill NTS I ____` MTS 12 strap at each existing truss SHEET NO: board a supporting new trusses" Contractor to fill (sing I all strap nail holes with IOd nails j )re —hung pocket door i.l. 7 Existing wall to remain Remove Existing overhang OF 8. and cut truss tail off Tublcal Pocket Door for new ceiling JOB NUMBER: �y Connection of New trusses to Existing Truss Detail 20-42 :I , � �00000000 q nts QOQ ��°��n R. 8�0 vo NTS ®�® ®4 14% AR9770 e , FILE COPY ,r1rW"'z:j SO A00, =dIt!1LI BAT #,4 XISTIN \ EDROO u2 . STIN E RO C E STING �IVI Cs 00 IN 3 XISTIN D ING T ELECTRICAL LOAD CALCULATION SHEET Load Descri tion Qt Watts Total(Watts) General Lighting (3 watts sq. ft.) Small Applian,ce..C.ircult(s), 1,282 3 3.166 2 1,500 3,000 Total Watts 6,166 First 10000 Watts 9100% 6,105 6,166 Remainder O 940% O O Electric Heat or A/C 965% 10,000 6,500 Calculated Load Watts 13,266 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 55 G WP EXIS ING\ MEDIA OOM 3`74 N 0 GFCI 1 r Ir— — #2 1 Abo I -- 1 E IST GI ix BR K ST' l` 1 HERD ��, Ow XISTIN ° 7CHEN r-------- --------------- ----- ---,i I 1 I I 1 'I � 1 ®C Existin New A/C A/C #1 #2 GFCI relocate ® Door Opener ° HI HE MASTER BATH HIS I o I ` v m Relocate Ewsunngg 4enerat Ir U z 2' VTR N N AL BATH 11:4 12 �' U i ( „ WC-1 LAV-1 O :LAAV-1 w -1 2" Q 3„ $14-1 o"'"�rir.� (3 07 BATH #5" WP GFCI U 2' VTR LL AL r1 1 f— �wE '44- Ln U 2 „ WC-1 LAV-1 3" mC-23„ 3" 2 a n 3' 0 U Ifl J 3 3„ C O q u 11 MASTER BATH LAv-1 2" 2, MT- ttl Z t „ 3„ 2° saa-i 31, q Q U LLI " U 3" „ Q w F- O SANITARY RISER p nts — Q u w Q� z Q Q --— -- — — —— — — — ——, vi =j 1 z A/C disc. i A/C disc. gen disc. p Ln to l +a EXIST G I GO AMP -gyp PA L PANEL Q I M TE < (3) #3 copper feed #6 cA E C4 cu ground p� W °u 1 i/2" Conduit Uj 7 ZW ao c<1 u O Q � -A MOD u Q I MOD2 tt t FPL u serve a gr nd to r ar in slab I I z N 0 ry mIr �— -- -----------d F— v ELECTRICAL RISER �� U U rr � _ -3 ,� (Q W x J N ELECTRICAL FLr4N Q Vj 4j N ELECTRIC NOTES: SCALE: V V = 1'-0" I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors as noted below. 3. Contractor to verify location of electrical service and provider 4. All NEW recessed cans to be installed per NFPA requirements. S. All NEW branch circuits that supply 125v single phase 15 amp or 20 amp outlets i shall be protected by combination -type AFCI Circuit Breakers. 4. ALL new receptacles to be Tamper resistant AFCI. 7. Smoke Alarms shall be installed in the following locations per FBC R31-4: SHEET NO: a) In each sleeping room. b) Outside each separate sleeping area in the immediate vicinity of the bedrooms. c) On each additional story of the dwelling F. — 1, d) ALL Smoke Alarms shall be interconnected and hardwired per FBC R31,4.5 8. Electrician to complete electrical load calculation and panel schedules as OF 8. required by the governing building department. JOB NUMBER: Electrlcal S mbol Legend $ Single Pole Snatch lRecessed Can Light Sj Double Pole Switch SS Exhaust Fan Duplex Outlet Wall Mounted Light Waterproof, ground fault interrupterCeding Fan ® Smoke Detector © Carbon Monowde Detector I® Motion Detector ( closet light ) 20-42 lw .S�oee,oe,vo;o e�0�� ��9EL R. BRAD4�o AR 9770 X