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HomeMy WebLinkAboutBuilding PlansqunoO oonl 1S Iuaw4ndea 6v414lwioU. Iz0z 1 I Aaw 03AIDO321 � Z O G7 0 -- mDIAZ a0DmCD z n >03: M Z �'r pOr ram' � o D v m D Z c D N 0 N O 0 M I I I " CS I r'o�NA v M --A I to O Nn�OZ 00 00 m A X E20M c: 0A'0 I. 0 f ZOO I -iN-n Nm-< Up A CAA-.{� o Io Fri 0m0m� c-> Lv Z N 00 -z{cc�z I �C-Z-{-D.IO _q M Z jam, O 00r 0.4 ao-•cDi 5:4 0 D� mZ GD W � 00 I I 0'OZ I n �v L7 ITI 0 D.40 r a 0 -n DD c:o �Ato N O D _1 -DI z m Z z W� N 0) OVERHEAD WIRES M z o WELLS & SEP11C SYS, N N ro OUT OF RANGE rn II v V NO 6`} \ O 06�} O O 0 0 0 o m m m IF 253.81' i SB m I, I _x 201 I N d 40' WIDE DRAINAGE AND UTILITY EASEMENT — c (n Ln 4 ED Z D rn � N CI7 00 o n10 D xa% A O °: „X i�xU) L rn m m ON c � SX 20,0' 0qx 'TD O N PROPOSED 16' WIDE ROCK rn -O -x o ;0 z QP D DRIVEWAY AND PARKING N x > ' O A m v A I 255.08' a z nrnz z f+iDm o I om o C =1C� m� o oZ zmy { zmr N jCv10 S y m M Mj z z - °o _ D iT1N ND �I. z rn ,00•a I I I C.A.M. APPROVED BY. M.E. UARY 26, 2021 PROD 5020 )20 ,,..�, File name: C: ox roN ^; b z . o Da m °X x° �x.. m 15.00' 4Z83' X+ X w P o w� D°% p o a)ZN O ��A o mm� to- 'II 0 50' o n � N m O z 6. _X N � Cro D15.00, 9.50' D w 0 p 32.33' N x m r 35'x m I D. NON ;0 N rO� W I ox W I. � Q �ti}xyln'N1 'fnD I 35p° I a L m m� to 1n Lnn m w X Q rn i \n'OOD �np Zv Cn A � z o D ym r' O � Dr PtIy x CULVE D D r O O u) D m o � z D W f' 0� qo� — _ — R m cn 0 m D Z U vTH 01 83. W B ti� � m IIc 80.00' i A SB ,OrnA 0go Z I 4WALKNC. D Om W m r 06 D z v 0 z .. oX X N X --� 6 o mp D 8.12m m oti o SB ° 9 m m m F v �c A P f s \x N m ..a O l x m D D G X D m _ N 0 Dx o D m zWo ouv�ovv�vv��naorvz�o��vc>�p� R z,zzTrp6.-i-...i.�_0 II 2 R°II II II II m o am II vnvc$o v 0M>Mr �CCa O-Z--Z -i W>!AzzzZvDZ °ov>mr�lwzoo m zzorri ?Z *IlzQ�iM-nvo ME-4> �*tO> OMZO ozi-z:E 0cuxozz o"D 0 coo moms �4Armr5* ;u M gMz ozm 3Zypn Zzw v 0�m ozwc zz Doz �oov v1 Q o CC/ r zZr m-A C x z m a0p O N� C m p r^ U AZmrn j ;u o<� a ::Im �azcz� am Dzll� C,DNTU N W .Z1 E �p Q q;° m 4' HOG WIRE FENCE -" N 01e 38, 50" E 400.00' zoo ti 9°� ' O 0,00' c --IWELLS & SEP11C . N r*I Mn Ni SYS. OUT OF RANGE r , SURVEYORS NOTES: 5A 1.) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHE THAN THE SIGNING PARTY CIDo 7 �, --go— 41 a E6' IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY. (F.A,C. 5J-17) op� " ( sts N1b° ` o 2.) THIS SURVEY AND RESULTANT DRAWING IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL Imo- I ,,0'.1Ese'.v 11 ,va,i. pa. RAISED SEAL OF THE LICENSED SURVEYOR AND MAPPER. (F.A.C. 5J-17) �� "� z I 6 6 3.) THIS SURVEY IS NOT INTENDED TO DELINEATE LOCAL AREAS OF PARTICULAR CONCERN, 61 V, LZ WETLANDS OR GOVERNMENTAL JURISDICTIONAL BOUNDARIES. 4.) ELEVATIONS REFLECTED ON THIS DRAWING ARE BASED UPON NORTH AMERICAN VERTICAL DARUM-1988, MORE SPECIFICALLY ST. LUCIE COUNTY BENCHMARK "X-CUT MIDWAY ROAD', ELEVATION = 18,77' 5.) THE BASE OF BEARINGS FOR THIS SURVEY AND RESULTANT DRAWING IS THE PLAT OF PONY 'PINES UNIT ONE, MORE SPECIFICALLY THE CENTER LINE OF APPALOOSA COURT WHICH BEARS NORTH 88'21'10" WEST. ALL OTHER BEARINGS ARE RELATIVE THERETO. a 0 x N O MMREIp1q � 0 z D �-p t= r O N OR 07 0 u z N71 >D fn'-Z�C rr vl-m� W C7 O I I of De� o w — 4C 1 z o04, \ 51 3 G C� 0 0 o °� r.a1 ;tin 0.�� �l C.A. MITCHELL AND ASSOCIATES, INC. 'EcT LOT 23, BLOCK "A" OF PONY PINES UNIT ONE SM. NAME LAND SURVEYOR'S * MAPPERS * GEOMATIC CONSULTANTS 11771 APPALOOSA COURT, FORT PIERCE, FLORIDA. BOUNDARY AND TOPOGRAPHIC 759 S.W. SOUTH MACEDO BOULEVARD, PORT ST. LUCIE, FLORIDA SURVEY 34983 (772) 878-7547 x c D II II II m 000 ,m zzz 'o N 000 N E > O -0"00 z M m G7 mom o mlmm nzp v0)g z \jrn O ° °' x jN s N a NO. ONE OF 5020 ONE TREE LOCATIONS C.A.M. 13RAPI4NG SERVICES ume. vc PHONE: (772) 23"962 W W W.TR URWOA57DRAFNKG COM o N in a a 0 z °A A 0 z U z z 0 U M E O H a�uz � a�o � �a ® a U Ot-,4E zoo , a ~ w I--i 0 a a x w z A 0 x tJ � Z o v � J � m In I j n J 11J .�j fq cc �p �n UN N 2 N J N �M1 M1 z � ,- �- V m L a W N M1 � Date: SCALE: 1/4" - P-o" JOB No: 521-0107 A3 GIs E .�H .c ,�,.I` ^ ',:_. � C :, ��IrONT, L L C u,; „��,'' A ^�; A V *:CT� r.:. �:'S f Nir.� i� tt '*':. .•`'€1'''I gr'A +s w,� r. rg1 _v i PORT ST k ` ; L4 "1 m Ili111H ... I ... 11��M ...'d "d �e �I v� i� eC I it i� of r �®e�i l Ali ��®� FA PROPOSED RESIDENCE FOR: BUILDING DEPARTNA1`_i I PRODUCT APPROVAL SUBMITTAL DATA OPENING SCHEDULE: EXTERIOR SWING DOORS, OVERHFAD DOORS, SLIDING GLASS DOORS, FIXED GLASS, AND WINDOWS hI j,DUCT DESCRIPTION MODE'_ MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN BUILDING DESIGN PRODUCT NUMBER DESCRIPTION TYPE, SIZE, SPACING & EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. OVERHEAD N/A GARAGE DOOR COMPOSITE EDGE OPAQUE FIBER -CLASSIC THERMA-TRU IMPACT A4" X 1-Y4" MIN. EMBED. TAPCONS AT 14.5" D.C. MAX. +/-50.0 SEE FL# 2G458.4 FIBERCLASSIC SINGLE DOOR & SMOOTH -STAR- .DOORS ELEVATIONS COMPOSITE EDGE OPAQUE FIBERCLASSIC FIBER -CLASSIC THERMA-TRU IMPACT Y4" X 1-Y4" MIN. EMBED. TAPCONS AT 14.5" O.C. MAX, SEE SINGLE DOOR.w/SIDELITES & SMOOTH -STAR DOORS +/-50.0 ELEVATIONS FL# 20468.5 COMPOSITE EDGE GLAZED FIBER -CLASSIC THERMA-TRU IMPACT Y4" X 1-Y4" MIN. EMBED. TAPCONS AT 14.5" O.C. MAX. +/-50.0 SEE FL# 20468.12 FIBERCLASSIC DOUBLE DOOR & SMOOTH -STAR DOORS ELEVATIONS ALUMINUM SLIDING GLASS SERIES POT INDUSTRIES, IMPACT (2)-AV X 1-Y4" MIN. EMBED. TAPCONS AT C4+1 AT HEAD/SILL, I. +/-60.0 SEE NOA# 20-0429A9 DOOR SGD-770 INC. 8 AT JAMB, 7+8 AT P-HOOK ELEVATIONS F ALUMINUM u_ SINGLE HUNG SERIES PGT INDUSTRIES, IMPACT " " " Y4 X 1-Y4 MIN. EMBED. TAPCONS AT 13 O.C. MAX. +65.0 SEE NOA# 20-0401.91 WINDOWS SH7700A INC. -80.0 ELEVATIONS ALUMINUM SERIES PGT INDUSTRIES, IMPACT Y4" X 1-Y4 MIN, EMBED. TAPCONS AT tY O.C. MAX. +J-80.0 SEE NOA#20-0401.10 FIXED WINDOWS PW7720A INC. ; ELEVATIONS PRODUCT DESCRIPTION aW!:IiDEL I MANUFACTURER ATTACHMENT METHOD PRODUCT DESIGN BUILDING DESIGN PRODUCT NUMBER TYPE, SIZE, SPACING & EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. I METAL ROOFING SYSTEMS 5V CRIMP LF GSUPPLYYA&T #10 X 1" PANCAKE STYLE FASTENERS AT 6" O.C. ALONG NAIL STRIP +/-154.25 SEE FL# 33818.2 MANE. INC. ELEVATIONS ROOFING UNDERLAYMENT 4.13 RESISTO LB1236 SUPREMA, INC. SELF -ADHERING +/-150 - FL# 2569.1 x ALUMINUM SERIES PGT INDUSTRIES, Y4 X.1-Y4" MIN. TAPCONS (2 ON EACH SIDE OFMULL, TOP, AND BOTTOM} --. SEE NOA# 20-0406.03 S TUBE MULLIONS PGT INC. ELEVATIONS HURRICANE SHUTTERS N/A - - SOFFIT COVERING TO BE BUILT ON -SITE USING: 3/8" HI -RIB SELF FURRED EXPANDED "K-PAPER" METAL LATH WITH BACKING (CEMCO; 3.4 LEIS/SQ. YDS, MEETING ASTM C847) FASTENED +2&0/-37.0 NOT APPLICABLE SOFFIT COVERING STUCCO STUCCO TO EACH ROOF TRUSS WITH #8(MIN) x 1 9J4" PHILLIPS PAN/TRUSS HEAD SCREWS (18-8 .S.°€ APPL€C7=.Ei3_E (WALL ZONE 5) (FBC-R616.4 & OR GALV. ASTM A307 STEEL) SPACED 5" O.C. MAX (2 SCREWS PER EA. SQ. FT. OF ATH) R703.1.1) u 5/8. THICK MIN. CEMENT STUCCO MIXED AND APPLIED IN CONFORMANCE WITH ASTM C926. I s .. 3 � 1. ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT OR PROVIDED WITH SHUTTERS. 2. MAIN MEANS OF EGRESS DOOR MUST BE IMPACT RESISTANT. 3 3. WINDOW AND DOOR FENESTRATION SHALL BE IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED. I HAVE REVIEWED THE ABOVE PRODUCT APPROVAL INFORMATION AND APPROVE IT. NAME: BRIAN MASKOL, P.E. CERTIFICATE NUMBER: 66080 1. DESIGN LOADS IN ACCORDANCE WITH ASCE7 16. 2.'. SOIL BEARING CAPACITY: 2500 PSF (MIN.). i 3. ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH ATI28 DAYS. 4. SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESS[ E STRENGTH AT 28 it DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. I 5. MINIMUM CONCRETE PROTECTION FOR. REINFORCING BARS: FOOTINGS: 3" BEAMS: 1 14" SUSPENDED SLABS: 1 Yz" I B. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM. IN BEAMS. AND COLUMNS. I 7. ALL LUMBER IN CONTACTWITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. - 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS. OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES. 8 10. LINTELS SHALL HAVE A MINIMUM 4" BEARING. ° 11. PROVIDE # 5 CORNER BARS W/ 30" MIN. 'LAP SPLICE FOR BOND BEAM. 12. STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER WIRELATH W/ 11GA. 2" NAILS W/ 3/8" 0 HEAD 8+ 6" O.C. OVER 3/8- METAL RIB LATH ® 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER). I& EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LOG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2)LAYERS OF (15# FELT OR TYVAK BUILDING WR,) OVER 19/32" CDX PLYWOOD NTH 100 NAILS TO STUDS 0 6" O.C. PERIMETER AND FIELD. 14. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL T0. THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. k' WALE �I�I `��I . AID NOTES 1, INTERIOR TO BE Yz" DRYWALL FINISH. ..m ..0 2. ALL INTERIOR GYPSUM BOARD TO BE MIN. IA" THICK WITH (13 GAGE, 1 3/8 LONG, 19/64" HEAD; 0.098" DIAMETER, 1 X" LONG, ANNULAR -RINGED; 5D COOLER NAIL,. 0.086" DIAMETER, 1 5/8" LONG, 15/64"HEAD; OR GYPSUM BOARD NAIL, .086"` DIAMETER, 1 5/5" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND'12r' O.C. FOR SCREWS. 3. WALLS AT SHOWER TO BE TILE, PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 12M C 1325. C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH: MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5. WALL ANDCEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC3161 7. PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL[I CONFORM TO ASTM C 36, . C 79, C 475, C 514, C 630, C 931. C 960, C 1002, 1, 1017,. C 1177, C 1178, C 1278. C 1395, C 1306 OR C 1550 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE IN LLATION OF GYPSUM BOARD SHALL. CONFORM TO ASTM C 557. 8. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR. PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25. WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.. F'u LLI ,L,�1?, "'--,. Planning& Development Services Department i ' I' v Building & Code Regulations Division ' +z 4✓,'�M.w. Z,: 2300 Virginia Avenue, Fort Pierce, FL 34982 (772) 462-1S77 Certification for Design Load Compliance 7" Edition Project Name: RODNEY HALL ProjectAddress: 11771 APPALOOSA GT FORT PIERCE FL 34987 Permit#: :Occupancy Type:TR__.. _. _Construction Type: III INSTRUCTIONS FOR. USE: • This certification must be completed,signed, and sealed by the design professional of record. • If submitting hard copy, submit (2) copies with all pertinent information. St Lurie Fire District rec wires a digitally signed electronic version. • If submitting electrc icallg form should be uploaded into Bluebeam. Separate submission to Fire still required + All digital files must be in an unlocked Portable Document Format (PDF) version ' Note: form not required for interior renovations provided that no exterior structural elements a re affected and certain minor building permits at the discretion of the plan reviewer. Coract the# above for que Bons. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1, DESIGN CODE; Florida FBC 2020 Cade 7th Edition using ASCE 7-16 2. Structure Designed as (check one): _Enclosed_Partially Enclosed Open 3. Risk Category: I Xil' 111 IV' _ Exposure Category; X BC _D 4. Design Wind Vebcfty 160 mph_' ASD. LRFD 'End Zone Widthr ft 5. Mean Roof Height 12 ft Roof Pitch: �5_:12 parapet: ft 6. Components&Cladding D"34".Pressures Used. +24.2 +242 +22 9 2one,k -26.2 Zone Si -82.4 Garage: 29.9 6a. Roofs Maximum +/- pressures: +_psf-psi Or define individual Tones on the plan Z Design. Loads: Floor. _PSF Roof -Dead: 10 PSF Roof-Live.2Q Balco y+/_PSF Dock PSF Deck:_PSF Stairs: P5F Fence: P5F Railings: PSF 8. Were 5hear Walls Comideredfor5tructure? X Yes _Not Applicable Please Explai : 9.' Is a Continuous LaadPathProvided? X Yes Not Applicable Explain: Why Not:. 10. Design Sod Bearing Pressure: 2500 PSF, Sol Test Reports Submitted? Yes No Assumed DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the current Florida Building Code as adopted. BRIAN MASKOL. 0 FIT #66080 Signature, Date, and5eal Print Name Cent It & Co. CertofAuthurization SUMMIT DESIGN & FORENSICS, INC. 725 SE. PORT ST LUCIE BLVO PORT ST L L CIE FL M84 Revised 3/25/2021 Company Name &Address _ - ---- C ERAL NOTES 1. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL l DIMENSIONS,. CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS,.. ETC. +I 2. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3.' ALL WRITTEN DIMENSIONS-0N THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 'i 4. ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE FBC 2020 FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2017 EDITION. 5. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA. AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. 6. ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2020 FOR EXISTING BUILDINGS. PLUMBING NOTES 1.�r ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 2. DWV PIPING SHALL BE SCHEDULE 40 PVC. 3. WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4. SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5. HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN '7•+" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB; BURIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. ! 6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY i CONSERVATION. I'1 L NOTES 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2. A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY. INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED` TO BE HIGH -EFFICACY LAMPS). 3, RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES 4. SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP ARC; FAULT CIRCUIT. 5. SMOKE DETECTORS TO BE LOCATED AS SHOWN. S. SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE. 7. PROVJJppE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY -ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS, B. PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SERVING: BATHROOMS, GARAGES, KITCHENS, ACCESSORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 9. CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 10. EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 11. PROVIDE TAMPER RESISTANT RECEPTACLES PER NEC REQUIREMENT','. GARAGES L j F- \4 GARAGE FLOOR SURFACES SHALL BE Oi APPROVED NONCOMBUSTIBLE MATERIAL. 2. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. #LT5YY8, [HSF6'3ffi'e .^ram. P9RLW. SXiAi: DOWEL D i1P e: IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6 INTO CONCRETE (NO CLOSER THAN 04 FROM EDGES AND 5" FROM ENDS OF CAP WALLS). REMOVE DUST PER MFG'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR'SIMPSON EPDXY -TIE IT IS THE INTENT OF THESE DRAWINGS TO SHOW GENERAL REQUIREMENTS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IT IS NOT THE INTENT TO SHOW EACH AND EVERY PIECE OF MATERIAL OR EVERY METHOD REQUIRED FOR SOUND CONSTRUCTION. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS BEFORE STARTING PROJECT. JOAN JAFFE LLC IS NOT RESPONSIBLE FOR ANY ERRORS OR MISTAKES ONCE CONSTRUCTION HAS BEGAN. IN CASE OF QUESTIONS, PLEASE CONSULT JOAN JAFFE LLC AND SUMMIT DESIGN & FORENSICS, INC. Zle? w--©s6C REVIEWED FOR CODE' COMPLIANCE, ST. LUCIE/�COUNTY BOCC b / FILE COPY ij� - DRA1 ING SERVICES .wrwme, cu PHONE: (772) 237-7%Z WW W.TREASURWOASMRAPMO.COM .Ny Ln e a z Or .. w a A u z inIn z 0 0 0 as WW � Q in C O zd© U z z 0 U m 0 � u�U 0 ]um0 OW a$wWmW oo 04 0 A 0 o~ww Z U� a h+l W z A 0 x 1 lJ s Z 00 W (n J V CO a N wrn J Ln LL J ON W WO \] Ln I w 0 (1'J r. 7U N NWx=JN w d N n Z w u( o Ln a N W p n PiYA i LENS w .660 0 EO �`..- 'r Date: SCALE: AS NOTED JOB No: 521-0107 A 1 ORAP11ING SERVICPS I. )MP PHONE: C772) 237-7942 W W W.TREMVMCOASMRAPPING.WM 41 s a � a z a A � c z� oQ a 0 z z� �z a� ►� o U cn 0 a U Z 0 W O UYU ULma� w 40 U P n ®~�0 Oz Ua o � � a Z 0 a � l.J Z O J Ll/1 V m v to w )n n LL, J O O N W � I'd N 40) LL cd 0NF,P Z w V U O a W N 0 o. 66 -5 ` j STATE OF ,ONA- � Date., ?t( SCALE: AS NOTED JOB No: 521-0107 A2 PRECAST CONCRETE LINTEL SCHEDULE: PROVIDE PRECAST REINFORCED CONCRETE "U" LINTEL AS MANUFACTURED BY CAST—CRETE (OR EQUAL) FOR ALL MASONRY OPENINGS OF THE SIZE AND REINFORCEMENT NOTED IN THE. FOLLOWING LINTEL SCHEDULE: MASONRY WALL LINTEL SCHEDULE LINTEL DESIGNATION LINTEL LENGTH LINTEL TYPE SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L-1 7'-6" 8F16-1B/1T 2661 200 1624 200 L-2 4'-0" 8F16-1B/1T 6113 200 3060 200 L-3 4'-4" 8RF14-18/1T 5206 400 2362 500 L-4 5'-10" 8F16-1B/1T 4360 1300 2080 1100 L-5 7'-6" 8RF14-1B/1T 2459 300 1364 500 L-6 3'-6" 8F16-1B/1T 6113 200 3524 200 L —7 6'-6" 8F16-1B/1T 3480 600 1868 700 L-8 13'-4" BF16-1B/1T 1075 200 607 200 L-9 10'-6" 8F16-1B/1T 1533 200 916 200 L-10 15'-4" BF16-1B/2T 1250 500 616 600 NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE —CAST CONCRETE LINTEL AS NOTED ON PLANS NOTE: 1. COMPOSITE BEAM DEPTHS SHOWN ARE MINIMUM REWIRED, AND MAY BE INCREASED IN FlELD WITHOUT ENGINEER'S APPROVAL 2. CALCULATED APPLIED GRAVITY LOAD AND APPLIED UPLIFT SHOWN ARE WORST CASE, ROOF TRUSS GIRDER LOADING HAVE BEEN CONSIDERED. 3. MASONRY CONTRACTOR TO VERIFY EACH MASONRY OPENING WIDTH AND HEIGHT PRIOR TO CONSTRUCTION. 4. LENGTHS OF LINTEL SHOWN ARE ACTUAL LINTEL SIZES (BEARING OF 4" EACH END). SAW CUT BOTTOMS OF LINTEL MANUFACTURERS NOTCHES WHEN NEEDED TO EXTEND REBAR THROUGH LINTEL 0 EACH SIDE OF OPENING. 5. ALL LINTELS SHALL BE SET TO PROVIDE A MINIMUM 4" BEARING ON MASONRY AT EACH END, UNLESS DETAILED ON THESE PLANS. 6. REINFORCED PRECAST "U" LINTELS SHALL BE MANUFACTURED WITH 5 1/2" LONG NOTCHES AT EACH END TO ACCOMMODATE PLACEMENT OF VERTICAL REINFORCING AND GROUT FILLING CELLS BELOW. 7. SEE TYPICAL LINTEL SECTION FOR CAST—CRETE DESIGNATIONS AND PLACEMENT OF REINFORCING STEEL. F = FILLED WITH GROUT / U - UNFILLED QUANTITY OF #5 FIELD ADDED F I- REBAR AT BOTTOM OF LINTEL CAVITY F16-1B/1T LQUANTITY OF #5 FIELD ADDED REBAR AT TOP NOMINAL HEIGHT -- NOMINAL WIDTH TYPE DESIGNATION 8" PRECAST CONC. LINTEL WITH (1) #5 BARS GROUTED SOLID WITH BOND BEAM BLOCK ABOVE PLACE #5 CORNER DOWELS (30"x3O" INSIDE AND OUTSIDE OF VERTICAL #° COLUMN BAR EXTENSION AS SHOWN IQH) go PLAN VIEW sa rz o 7-5/5" ACT B" NOMINAL WIDTH KIIIIIIIII • i FIELD CUT LINTELS TO MITER END AND CUT BOTTOM TO ALLOW EXTENSION OF 3 COLUMN VERTICAL BARS THROUGH LINTEL (1) #5 REBAR CONT. ALONG TOP OF BEAM x � x 0 d Z m °pJ z 0 I'm a �Iz gDi r U #5 REBAR AT BOTTOM • INTERIOR 2x4 STUD NON -BEARING PARTITION WALL — #5 FIELD ADDED REBAR AT TOP MIN. (1) REO'D —1/2" CLEAR 8" BOND BEAM BLOCK (RINKER/CEMIX #T81 OR EQ.) —GROUT SOLID (3000 psi) #5 FIELD ADDED REBAR AT BOTTOM OF LINTEL CAVITY PRECAST LENTIL 6 GROUT SOLID (3000 psi) 8" BOND BEAM BLOCK (CEMEX/RINKER # T81 OR EQUAL) #2 STIRRUP (ACI TYPE S1) 0 8" O.C. 8" PRECAST LINTEL PRE CAST CONCRETE LINTEL DESIGNATION (SEE SHEET-A3) VRG SOIL PIPE VENT RISER WINDOW MARK (ALL IMPACT) NOMINAL 3BX63 SH (37"W x 63"H SINGLEHUNG) APPROX. SIZE (SEE MANUFACTURER'S SPECS FOR DETAILS) 3080 DOOR MARK (ALL IMPACT) (3'-0"W x 8'-0"H OPENING) NOMINAL R.O. ROUGH OPENINGS ON 1x BUCK + PRE -CAST SILLS, EXCEPT WHERE NOTED 2080 DOOR MARK (HC INTERIOR DOOR) (2'-0"W x 8'-0"H OPENING) WINDOW AND DOOR NQTE: ** IT IS THE RESPONSIBILITY OF THE WINDOW AND DOOR SUPPLIER TO COORDINATE ALL REQUIRED OPENINGS WITH THE CONTRACTOR PRIOR TO ANY WORK, THE WINDOW SUPPLIER IS RESPONSIBLE FOR CODE COMPUANCE OF HIS PRODUCTS. SHOWERS/TUBS SHALL HAVE FLOORS AND WADS TO 70' OF NON -ABSORBENT MATERIALS AS PER FBC 2020 REQ. ALL GLASS ALONG A TUB OR SHOWER, WITH A SILL LESS THAN 60" SHALL BE TEMPERED AS PER FBC 2020 REQ. AREA TABULATION LIVING: 2,379 SQ. FT. ENTRY PORCH: 197 SQ. FT. COV. PATIO: 647 SQ. FT. TOTAL: 3,223 SQ. FT. DRAFTING SERVICES PHONE: (772) 237-7942 WW W.TREh4URECOA57DRAFTING.COM ^' o o z I V) a G A a a 0 0 O Na A w w a A A Q 0 0 0 0 zdd HUH� �I h-I z 0 Isl V cn o I� a F� rh IVY�, o o O ^ w U O opaxo 0 ��� u aF] 0�a, 0 0��0 U� 0 x a z A 0 tJ —zo zl (/j J 07 � M M N J Ln Z LL U O O LU J N W !1 � 0 U~1FUN N� d�JN cd d z LU �- V N O Ln a LL7 N t\ t7 / ��\11111H11//� �A \GENg * ; .66 0 '• STATE F [4 n"AC Date: SCALE: 1/4" = V-0" JOB No: 521-0107 A3 OIL +/-2_0-111 " TOP OP OF ROOF METAL ROOF, STANDING SEAM, (COLOR & PROFILE TO BE SELECTED BY OWNER) ,-4„ 6 RAISED STUCCO TRIM (TYPICAL) • EXTERIOR OPENING DESIGN PRESSURE CHART 160 MPH EXP: B MARK AREA I E a ZONE 4 ZONE 5 POSITIVE (PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) 1 10.0 +22.7 -24.6 +22.7 -30.3 2 15.0 +22.1 -23.8 +221 -29.1 3 20.0 +21.6 -23.0 +21.6 27.9 4 25.0 +21.4 -22.9 +21.4 27.5 5 30.0 +21.2 -22.8 +21.2 27.1 6 35.0 +21.0 -22.6 +21.0 26.7 7 40.0 +20.7 -22.5 +20.7 -26.2 8 45.0 +20.5 -22.3 +20.5 -25.8 9 50.0 +20.3 -22.1 +20.3 -25.4 10 110 +19.3 -20.5 +19.3 -23.0 * MEASURED AS 4'-0 FROM BUILDING CORNER ICI �,•' 81 _off IKE 1/4" = 1'-0" OWNER SELECTED STONE VENEER FRONT ELEVATION ONLY STONE VENEER UNITS NOT EXCEEDING 10 INCHES (254 MM) IN THICKNESS SHALL BE ANCHORED DIRECTLY TO MASONRY, or CONCRETE BY THE FOLLOWING METHODS: 1. WITH CONCRETE OR MASONRY BACKING, ANCHOR TIES SHALL BE NOT LESS THAN 0.1055-INCH (2.68 M ) CORROSION -RESISTANT WIRE, OR. APPROVED EQUAL, FORMED BEYOND THE BASE OF THE BACKING. THE LEGS OF THE LOOPS SHALL BE NOT LESS THAN 6 INCHES (152 MM) IN LENGTH BENT AT RIGHT ANGLES AND LAID IN THE MORTAR JOINT, AND SPACED SO THAT THE EYES OR LOOPS ARE 12 INCHES (305 MM) MAXIMUM ON CENTER (O.C.) IN BOTH DIRECTIONS. THERE SHALL BE PROVIDED NOT LESS THAN A 0.1 55-INCH (2.68 MM) CORROSION -RESISTANT WIRE TIE, IOR APPROVED EQUAL, THREADED THROUGH THE EXPOSED LOOPS F R EVERY 2 SQUARE FEET (0.2 Mz) OF STONE VENEER. THIS TIE SHALL BE A 'LOOP HAVING LEGS NOT LESS THAN 15 INCHES (381 MM) IN LE GTH BENT SO THAT IT WILL LIE IN THE STONE VENEER MORTAR JOINT. HE LAST 2 INCHES (51 MM) OF EACH WIRE LEG SHALL HAVE A RIGHT- kNGLE BEND. ONE -INCH (25 MM) MINIMUM THICKNESS OF CEMENT ROUT SHALL BE PLACED BETWEEN THE BACKING AND THE STONE VENEE . 12 �6 REVIEWED FUH 9'-4" BRG ,� CODE CO LI �v'. ST. LUCIE COUNTY 6'O.H. BOCCI _ ( TYP-) � I e¢ 3E \uj Q w x rd A.?: FILE COPY 0'-0" F.F.E. AELEVATION SCALE: 1/4„=1._0,. m ._ 'II x W 2 e0 21 I 00 Ld W 21 x DRAIInNa SERVICES •owxiwmre. u.c PHONE: (772) 237-7942 W W W.TEEA99EeCOA9TDRAPIIlVO.cow N, y O 0 O W Q Q Q .ter in ik 0 � V/ 5 W 5 Q c ITH U z I -I VI C-' 0 U m 0 l 0 < 0 OUgp rT� rog�P7 � 1^1 �~ O~0 0 a"°w I�1-I 0 W 0 a 1 lJ a 7z ` m = w mM Z U M -U-j u1'. 'q W G. NWC W LA Q4.� 7.N �`✓� � O J N N n z w -- V (n Ln 40 0 , y GENSF .6608 7a® TE OF [� 4 rF�QRIOraP AL SCALE: 1/4" = P-O" JOB No: 521-0107 A4 J.. O'_A" RRC i I I I I I pllll�� 2'-0" (TYP. 9'-4" BRG fl 1 JJJ111 111 11 II II II Ili illi'llillii�'ll!ill II II 0 H] \J '. i. TEXTURED CEMENT w 21= STUCCO COATING OVER w 8" CMU BLOCK WALL -- ¢ (TYPICAL) Ld r� RIGHT ELEVATION SCALE: 1/4" = V-0" I STUCCO COATING OVER i. B" CMU BLOCK WALL o (TYPICAL) ELEVATIONLEFT SCALE: 1/4" = 1'-0" i ORAFT NG SRRVICFS wxiw�m4, PHONE: M2) 2374962 O o a z 0 ° N h k c �9 V z O Q LL rr� Q �NN y`i O z4 ! I I I I I REVIEWED FOR ®_c ► gy I CODE C�. MPLI,eANC I �� II I I iun T. LUCIE T ' z d Q�of �{1��A J N.:.. he Q4.��.^. z W (n ,.a 174 W FILE COPY ,•\\ °"A5 , N :660 ; 7f ' STATE Ozz d AL I?ake: SCALE: 1/4„ _ P-0' JOB Na 521-0107 7 DRA�INa SERVICES W W W.MMURECOAR7DRAPA7NO.COM METAL ROOF OVER ICE AND WATER SHIELD PEEL AND STICK UNDERLAYMENT (SEE ROOF ASSEMBLY NOTES SHEET-A7) ° 2 COURSES OF B" BOND BEAM BLOCK " 19/32" C-D STRUCTURAL PLYWOOD SHEATHING (CEMEXjRINKER # T81 OR EQ.) ALONG TOP OF C z fq q in OVER PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. #5 VERTICAL BARS WALL REINFORCING ALL WALLS $ b 2 (SEE ROOF FRAMING PLAN SHEET-A7 FOR ROOF ABOVE WALL OPENINGS SHALL E SHEATHING NAILING SCHEDULE) PROVIDED WITH A STD. ACI HOOK TIED REINFORCED WITH (1) #5 BARS CONTINUOUS IN A TO LINTEL REINFORCING STEEL TYPICAL) A EACH BLOCK Q 1 GALV. METAL TRUSS ANCHOR STRAP 9'-4" TYPICAL WALL HEIGHT 7< . r . w 6 (') (SEE SHEET-A7 FOR TRUSS CONNECTOR SCHEDULE) � a Al OPEN CELL SPRAY aA. a LINTEL TYPE POLYURETHANE 8'-0" WINDOW HEADER HEIGHT •. 8F16-1B/1T FOAM APENDIX X 16" TYP. A SECTIONA-A R-20 TRUSS TAIL Or ALUMINUM DRIP EDGE OVER 1x3 P.T. NAIL R O.H. „ BEARING HEIGHT ° PRECAST CONCRETE LINTEL BEARING (SEE SCHE ULE FOR DESIGNAl10N Z EL. VARIES AND REBAR REQUIREMENTS) SET PRECAST CONCRETE WINDOW SILL (SEE 0 )k" THICK CEILING RATED GYPSUM REBAR PLACED IN LINTEL MUST BE DETAIL 5, SHEET-A6) OR POUR IN PLACE WALLBOARD SHEATHING (OTHERWISE lx6 FASCIA BOARD a :• CONTINUOU -N0 SPLICING ALLOWED CONC. SILL W/ (2) #4 BARS EXTENDED 6" Z U NON -RATED %" THICK GYPSUM WALL 2x4 CONT. SUB FASCIA BOARD NAILED TO EACH •I (MIN.) INTO EACH SIDE JAMB BLOCK BEFORE BOARD IS REQUIRED) TRUSS TAIL W/ (2j t6d COM. NAILS (OR BE R) GROUTING WALL CAVITIES (OR DRILL AND 0 Y2" GYPSUM WALLBOARD SHEATHING OVER METAL LATH AND STUCCO SOFFIT UNVENTED • ` SET WITH 5" EPDXY EMBEDMENT) 1 x2 NOMINAL P.T. FURRING STRIPS ® 24" O.C. (NOMINAL) (MAX.) AND FOAM FILLED BLOCKS WITH R4.1 DOUBLE COURSE 8" CMU KNOCKOUT/BOND BE M "- . " 8" CMU BLOCK WALL- REINFORCED AS FI-FOIL INSULATION o BLOCK GROUTED SOLID WITH (1) # 5 REBAR .i NOTED `ON THE PLANS AND INDICATED IN a CONTINUOUS EACH COURSE I I t DETAILS (ALL VERTICAL BARS SHALL BE S PRECAST LINTEL w/(1)-#5 BAR IN y HOOKED INTO TOP BOND BEAM BLOCK) (3000 PSI) CONCRETE FILLED CELL AT a- Li NEW 8 CMU WALL CONSTRUCTION WITH TYPE M" ALL DOOR AND WINDOW OPENINGS (SEE 'j MORTAR q LINTEL SCH. FOR MORE INFORMATION) w 5 w ----in Y2" MIN. CEMENT STUCCO COATING WOOD BASE BOARD m 5 VERT. REBAR AND 5 DOWEL BARS WITH S D. 11 z z # # D" (1) #5 VERTICAL BARS -TYPICAL AT ALL WALL 3-� THICK (MIN.) POURED CONIC. (l.4 (PSI LONG HOOK (MIN.) GROUTED SOLID. SET DOWELS AS OPENINGS LESS THAN 8'-0" WIDE MIN.) FLOOR SLAB WITH 6x6-W1.4xW1.4 (MIN.) INDICATED ON PLAN W.W.M. (OR FIBER MESH) OVER 6 MIL POLYTHENE iO ALL OPENINGS 8'-0" WIDE AND LARGER SHALL HAVE U VAPOR BARRIER & COMPACTED TERMITE TREATED I 30' MIN. LAP SPLICE (TYPICAL) N (1) #5 BAR IN 2 ADJACENT BLOCK CELLS GROUTED CLEAN SOIL FILL (SEE SHEET A2 FOR FOUNDATION SOLID (SEE PLANS FOR LOCATIONS) F I NOTES) 0.4 FINISHED FLOOR SLABS FINAL GRADE 0 c° Z iii rr ri' a p;� / /�/� 12 MIN. EMBEDMENT ^ p REINFORCEMENT C ' x e \' BELOW EXISTING GRADE `� 1 ICAL R I CFO L IOPENINGSaT.O.W. �� \ �/ SCALE: 2°"=V-0" U M 3" MIN. / //i.//i /� ; A�J, N CLEAR COVER 6" 16" (2) #5 CONTINUOUS REBAR MID.). MIN. (� TYPICAL Rio Z IS — ---- FOOTING — CHIMNEY CAP IS U � U A5 SCALE: 1/2" =1'-O" 0 U) d 0 GALV, FLASHING r) 0 Q m a L DOUBLE 2X6.TOP PLATE ® Vr,t O m, W — OR UPLIFT 1175# 2 s— SHOP DRAWINGS APPROVED 1 STRAP F � �j 2 S APS'_FOR UPLIFT UP TO 2350 SIMPSON HTSM16 �G W JJ PRE -FABRICATED WOOD 11i # 2x6 BALLOON a ON FRAMING r1 r1 rl TRUSSES 024 O.C. �./ w 0 r , L CORNERS NAILED �6 F SIMPSON TIE STRAP TYPE w/ 16-d ® 10 O.C. F r g COMMON PRE-ENGINEERED ROOF TRUSS SPH4 wj (12)10dA-)�" TYPICAL 0 � 0 INSULATION PER (ONLY) (MISALIGNMENT OF GIRDER TRUSS I-� 0 0 " fJ W ENERGY CODE CONNECTOR TO BE APPROVED BY ENGINEER) R, RAT RUN 1x4 (MIN.) U LAID FLAT 08'-0" O.C. lb" GAP (U.O.N.) INTERMEDIATE BRACING PER --,_COUNTER FLASHING l ~ GALV. FLASHING & a CHIMNEY MANUFACTURER rn R M W SIMPSON STRONG -TIE ROOF ¢" GYPSUM WALLBOARD TRUSS CLIP TYPE STC (1 CLIP SHEATTNG ^ >•I ® 2x4S, 2 CLIPS ® 2x6S, 3 2x4 CONT. TOP PLATE (4) Y4" x 2-Y4" TITEN MASONRY SCREWS o w CLIPS ® 2X8S) (NOTE: EQUAL OR LIGHT GAUGE METAL LIGHT GAUGE METAL C—STUD' CDX PLYWOOD (TYP.) r 1 ANCHORS MAY BE SUBSTITUTED) T—TRACK / " SPACED EVENLY 0 LEAST 1—V FROM TOP, v 3 1 2 0 24" O.C. FOR H=8' TO 10' AND INTO TOP CORD. (8) 10d X 3" NAILS WITH 8d-4 O.C. 2x4 FRAMED SADDLE 3 1/2" ®16" O.C. FOR H=10' TO 14' FIRE BLOCKING WOOD STUDS TYVEK(@MOISTURE BARRIER 0 (SEE NOTE`#1) 2x4S ® 16" O.C. FOR H=10' TO 14' ALL AROUND ,(SEE ELEVATION REVIEWED FOR 2x4S 0 24" O.C. FOR H=B' TO 10' 3 STANDARD REPAIR FOR STRAP WSALIGNMENT PLANS FOR VENEER FINISH) O PLIP °, w � _ � 2x65 ®24" O.C. FOR H=10' TO 14' ATTACH P.T. WOOD STUD AS SCALE: N.T.S. (6) 16d LM&D eftTRUSS TO CMU WALL WITH WOOD STUD TO PLATE 20g® COLLAR ALL AROUND (� Y" X 3" TAPCON AT 2-16d NAILS 0 2x4S BEETI 24" O.C. VERT. 3-16d NAILS 0 2x6S ROOFINGNOTES: Yge 2x4 BLOCKING SS V 's Z 1. SEE PRODUCT APPROVAL SCHEDULE FOR METAL ROOFING REQUIREMENTS WHICH HAVE ,n J CA USE .145" DIA P.A.F. 7t GYPSUM WALLBOARD SHEATING BEEN SELECTED TO COMPLY WITH 2O20 FBC-RESIDENTAIL, CHAPTER 9, SECTION R905.4 V m a 2x4x10' LONG SUPPORT FRAMING (EACH SIDE) to U D1 n 016" O.C. TO CONCRETE P.T. 2X SOLE PLATE OR LIGHT GAUGE AND CLASSIFIED TO MEET Vult=160 MPH WIND RESISTANT RATING PER TABLE R905.4.4.1 Z = rn u in PLACE ACROSS TOP OF BOTTOM CHORD & "r 0 0 METAL TRACK STUD (SEE NOTE #2) NAILED w/ (2) 16d AT EACH POINT CC h `' w J+ WOOD BASE BOARD MOLDING 2. INSTALLATION OF METAL ROOFING SHALL BE PER MANUFACTURER SPECIFICATION. oo If IN IN CONCRETE FLOOR SLAB PER PLAN O y G _j N 3. INSTALLATION OF METAL ACCESSORIES SHALL CONFORM TO 2020' FBC. (2) 16d COMM. END NAILED TO LAI � � y k•.': 4 : �-�. -�• EACH TRUSS (TYP.) AL STUD WALL FRAMING TES V Lnn a r Z w V PRE —FABRICATED 2x4 I�/��U�I�41a O.C. e*e w 1. WHEN METAL STUDS ARE SELECTED FOR INTERIOR NON -BEARING PARTIOTION WALL ` FRAMING SHALL CONSIST OF COLD -FORMED STEEL MATERIALS AS FOLLOWS: oo NOTES: A) 3Y2" METAL STUD: 3 1/2" (18 GA.) COLD -FORMED STEEL STRUCTURAL C-SECTION " " • " 1. PLACE FIRE BLOCKING CONSISTING OF 2x4 SOLID BLOCKING (OR CODE APPROVED EQUAL) BETWEEN PRODUCT DESIGNATION: 3505162-43; 33 KSI, G60 (OR BETTER) ' ' \��\t�11J IAA ALL STUDS IN ALL INTERIOR PARTITION WALLS EXCEEDING 10'-0" IN HEIGHT. BLOCKING TO BE ,. _ S � B} 3Yz METAL TRACK: 3 1/2' (20 GA.) COLD -FORMED STEEL STRUCTURAL T-SECTION \ ��,•'` rasF', PLACED IN A CONTINUOUS ROW AT 8'-0" (+/ )`ABOVE FINISHED FLOOR SLAB. PRODUCT DESIGNATION /2" (27-3. C33 OLD-, G60 OR BETTER \ c ( } GYPSUM BOARD CEILING 2. INTERIOR PARTITION WALLS CONSTRUCTED WITH LIGHT GAUGE METAL STUD SHALL BE CONSTRUCTED . � ;- 0 6608 '�, I OVER 2X F.T. WOOD PLATE FASTENED AS NOTED IN THIS DETAIIL. INSULATED METAL FRAMING 3. ATTACH P.T. 2x4 STUD TO ADJACENT CMU WALLS WITH Ya'0" TAPCONS AT 24" O.C. VERT. 2. BOTTOM TRACK STUDS SHALL BE FASTENED TO THE CONCRETE FLOOR SLAB WITH 2x6 BALLOON', FRAMING NAILED TO BOTTOM CHORD 0.145 SHANK DIA, WITH �' DIA. STEEL WASHER. PLACE 1 SHOT PIN AT 16" O.C. MAINUFACTURES FLUE INSTALLATION KIT w/ (2) 16d COMM. EACH TYPICAL //®� STATE OF, POWDER- ACTUATED 0.22 CALIBER (MIN.) SHOT PINS, 1" LONG x 0.300 HEAD DIA. x -p, 7 pC TOP STAGGERED FROM SIDE -TO -SIDE OF TRACK, OR EQUAL. PREFABRICATED DUAL INSULATED METAL CHIMNEY FLUElpL���� 3. ALL METAL STUDS SHALL BE FASTENED TO TOP AND BOTTOM TRACKS WITH (2) MIN. Date: #8-18 x %" S.M.S. (0,164" DIA. SHANK x 5/16" HEAD), OR BETTER. SCALE: AS NOTED x 13'4 I INTF I . - P TITI L AIL 4. METAL STUD TRACK SHALL BE FASTENED TO 2x4 WOOD STUD FRAMING WITH (2) #12-16 CHI I I JOB No: 521-0107 ----------------- HEX WASHER HEAD WOOD SCREWS (OR BETTER) -. (NON -BEARING WALL) SCALE: 1/2" = V-0'° A5 SCALE: NTS A5 2X P.T. BLOCKING 0 COLUMN 9'-4" FROM FINISHED FLOOR EXTERIOR CEILING TO BE STUCCO OVER WIRELATH w/11 GA. 2" NAILS w/ " DIA. HEAD ® 6" O.C. OVER %" METAL RIB LATH 0 6" O.C. w/ (2 LAYERS OF 15# FELT OVER EACH FRAMING MEMEBR) STUCCO FINISH— ('l'N�120 X 1 vp COLUMN DE NOTE: SEE TYPICAL WALL SECTION FOR MORE STUCCO CEMENT FINISH ,i CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) y �o CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 0 i; APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) NOTE: WINDOW FRAME SHOULD BE COMPLETLY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK WINDOW HEADER Al A6 CONTINUOUS FOAM INTERIOR AIR FA: AND WATER SEALANT PER WATERPROOFING NOTE #6 COF NO' MARBLE SILL CAL (SE MORTAR OR CMl GROUT (SE SET }§" DRYWALL STL 8„ X"714- . 7" 5 PRECAST CONCRET PRE—ENGINEERED WOOD TRUSSES #5 VERTICAL BARS WALL REINFORCING 2 COURSES OF 8" BOND BEA BLOCK ABOVE WALL OPENINGS SHALL BE (CEMEX/RINKER If T81 OR EQ ALONG TOP OF SIMPSON STRAP PER SCH. PROVIDED WITH 'A STD. ACI HOOKTIED 7 ALL WALLS TO LINTEL REINFORCING STEEL (TYPICAL) 9'-4" TYPICAL WALL HEIGHT REINFORCED WITH (1) #5 BAfIS CONTINUOUS IN EACH: BLOCK a •b LINTEL TYPE 8"x8"x16" BEAM BLOCK 7 — 4"WINDOW HEADER HEIGHT 8F164- 1B TT w/(1) #5 BAR IN 3EPSI ` CONCRETE FILLED CELL LL I A u CTION A -A 8" PRECAST LINTELS s• PRECAST CONCRETE LINTEL -1 MIN" BEARING w/ (1) #5 BAR FOR (SEE SCHEDULE FOR DESIGNATION OPENINGS & FILLED •• AND REBAR REQUIREMENTS) •: SET PRECAST CONCRETE WINDOW SILL (SEE w/3000 PSI CONCRETE REBAR PLACED IN LINTEL MUST BE DETAIL 5, SHEET—A6) OR POUR IN PLACE (SEE LINTEL SCHEDULE) a., .:' CONTINUOUS —NO SPLICING ALLOWED CONC. SILL W/ (2) #4 BARS EXTENDED 6" 12' x12' BLOCK COLUMN (MIN.) INTO EACH SIDE JAMB BLOCK BEFORE w 2 BARS IN 3000 PSI <. GROUTING WALL CAVITIES (OR DRILL AND _CONCRETE -FILLED CELLS SET WITH 5°' EPDXY' EMBEDM NT) STUCCO FINISH .:� " 8 CMU BLOCK WALL— REINF RCED AS #5 DOWELw A30" �., � NOTED ON THE PLANS AND I DILATED IN .. DETAILS ALL VERTICAL { L BARS SHALL BE MINIMUM LAP SPLICE i• ��� i `'I HOOKED INTO TOP BOND' BEAM BLOCK) VERTICAL DOWELS FROM FOOTER ai •. 5 BAR VERT. IN 3000 PSI CONCRETE FILLED CELL. 1 5 VERTICAL BARS —TYPICAL AT ALL WALL L (LOCATIONS PER FOUNDATION PLAN) OPENINGS LESS THAN 8'-0" WIDE FOOTING PER PLAN ALL OPENINGS 8'-0" WIDE AND LARGER SHALL HAVE 7 BAR () #5 IN 2 ADJACENT BLOCK CELLS GROUTED ME SOLID SEE PLANS FOR LOCATIONS) 0 S 2 L REINFORCEMENT T_ WINDOW -x T.O.W._ -AGEV _ —. SCALE: .T.S. rION SCALE: N.T.S. WATERPROOFING (VOTES' 1. PRIOR TO (BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THEIWINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING HALL BE APPLIED IN ACCORDANCE WITH HE MANUFACTURER'S RECOMMENDATIONS. THE STUCCO CEMENT FINISH APPLICATION OPENING (SILLS, OF THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE JAMBS, HEAD) AND RETURN WALLS' OF THE OPENING 8" MINIMUM' EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. FILLED CELL AT JAMB BLOCK (TYP) dMU WATER RESISTANT COATING FILLED CELL AT JAMB BLOCK (TYP) 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. (SEE WATERPROOFING NOTE #1) 3. PRIOR TO I!BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK ° o AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ° 4 ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE 1x3 P.T. WOOD FIRRING ALL 3 SIDES CONTINUOUS {) b A` a 1x3 P.T. WOOD FIRRING ALL (3) SIDES CUT ENDS AND AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A a A LIQUID WATER RESISTIVE COATING / SEALANT. 4 CONTINUOUS 4. PROVIDE AN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR WOOD TRIM' SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER SEE WATER PROOFING NOTE #6 FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN 'FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING CORROSION RESISTANT FLASHING SHALL BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #1-3 INSTALLED). P.T. WOOD BUCK WITH SEALANT PER PER WATERPROOFING NOTE #2 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO 5. PROVIDE CONTINUOUS 3/8"BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY PER BUCK ATTACHMENT NOTE. AND BACK( SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. MASONRY PER BUCK ATTACHMENT NOTE. APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME SEE WATERPROOFING NOTE #6 6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) (SEE WATERPROOFING NOTE #5) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE ANCHOR WINDOW FRAME TO MASONRY IN STRICT ANCHOR DOOR JAMB HEADER TO MASONRY IN PERIMETER. ACCORDANCE WITH MANUFACTURE'S PRODUCT STRICT ACCORDANCE WITH MANUFACTURE'S APPROVAL INSTALLATION REQUIREMENTS. PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE; WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R7d3.4 (1.2) AS PER DETAILS PROVIDED A TYP. BUCK I M I R DOOR BUCK DETAIL SCALE: N.T.S. SCALE: N.T.S. BUCKS. • FOR WINDOWS, SGD, AND SWING DOORS USE 2X4, 2X6, 2X8, 1X6, 1X8, DOUBLE 1X6, OR DOUBLE 1X8 IS ACCEPTABLE. • ALL BUCKS MUST BE PRESSURE TREATED. REVIEWED FOR • ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB. NS REQUIRED BY WINDOW MANUFACTURER BUCK T: RCS RESISTANT FLASHING PER WATERPROOFING • FOR 1 X BUCKS ATTACH TO CMU WALLWITH: STUCCO CEMENT FINISH [A FILLED CELL AT JAMB BLOCK (TYP) 1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. AT WINDOW INSTALLATION OR 'ROOFING NOTE #5) ,I: 3/16'° X 1 1/2°' TAPCONS AT 4°' FROM ENDS AND 12°' O.C. RESISTANT COATING CMU WATER RESISTANT COATING o. OR 'ROOFING NOTE #1} (SEE WATERPROOFING NOTE #1) a 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. FULL MORTAR BED v; 1x3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS • FOR 2 X BUCKS ATTACH TO CMU WALL WITH: Q DECORATIVE CEMENTMOUS COATING WOOD TRIM 2 1/4" OR LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C., I FILE C® 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR16°' P.T. WOOD BUCK WITHSEALANTPER WATERPROOFING 1/4" 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. TO MASONRY WALL APPLY PERIMETER SEALANT CAULK NOTE #4 AND ANCHORED TO MASONRY PER BUCK BETWEEN BUCK & WINDOW FRAME ATTACHMENT NOTE. . FOR D UBLE 1 X BUCKS ATTACH FIRST COURS TO CMU WALL WITH: (SEE WATERPROOFING NOTE #5) /2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. SEE WATERPROOFING NOTE #6 OR CORROSIONRESISTANTFLASHING 3/R16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. PRECAST CONCRETE WIND RESISTANT FLUSH RNOTE ANCHOR DOOR JAMB AND HEADER TO 2xBUCKS IN 0 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. SILL AS MANUFACTURERD BY CAST—CRETE STRICT ACCORDANCE WITH MANUFACTURE'S ATTACH SECOND COURS TO CMU WALL THRU FIRST COURSE WITH: (OR EQUAL) PRODUCT APPROVAL INSTALLATION REQUIREMENTS. 2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR NDOW SILL DETAIL_I__ C--A IN __BUCK DETAIL 1/4" 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" Q.C. SCALE: N.T.S. SCALE: N.T.S. i TRUSS NOTES: 1. ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. 2. ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 3. CONTRACTOR TO PROVIDE SUMMIT DESIGN & FORENSICS, INC., AND BUILDING DEPARTMENT MATH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 4. CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING AND INSTALLING TRUSSES. 5. TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 6. SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS. Hatch CEILINGAT 10%0" INDICATES VOLUME CEILING¢ LOAD BEARING AT VA" TRUSS TO WALL CONNECTOR SCHEDULE a FI?OVIDE SIMPSON "STRONG —TIE" TRUSS CONNECTOR TO WALL ANCHOR STR P FROM THIS TABLE FOR EACH WOOD TRUSS BEARING POINT AND EACH GIRDER TRUSS ADEQUATE TO ( f�. RESIST UPLIFT REACTION FORCE AS SPECIFI D ON THE APPROVED PRE —FABRICATED WOOD TRUSS SHOP DRAWINGS TRUSS BEARING TRUSS ACTUAL CONNECTOR C NNECTOR ID POINT UPLIFT ID UPLIFT FASTENERS REMARKS DESIGN META12 1450# (7) - 10d a 1 1/2" D8, D7, GRH UA <2200# AT CBS HEARING / HGAMIOKTA 850# (4) - 1/4" x 2 3/4" TITEN 2 & (4) 1/4" x 1 1/2" SDS I GRC <9200# (2)-FGTR 9400# (36) - 1/4" x 3" SDS & (4) 1/2" x 5" TITEN HD AT CBS BEARING (1)-HHETAI6 2235# (11) - 10d x 1 1/2" GRA O <3800# AT CBS BEARING HGAMIOKTA 1700# (8) - 1f4" a 2 3/4" TITEN 2,& (8) 1f4" x 1 1J2" SIBS ( ) MTS 16 1000 (14)`- 10d x 1 1/2" VALLEYS CONT. 100 # PLF 1 1 STRAP AT EACH END AND AT 24" O.C. ALL OTHERS EACH <1450# (1)-META12 _1450 (7) - 10d x 1 1/2" AT CBS BEARING LESS THAN 1450# ALL OTHE S EACH <1000# (1)-MTS 16 1000 (14) - 10d x 1 1/2" AT FRAME HEARING LESS THAN 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/(4)-#9 SD x 2-%" TO SUPPORTING TRUSS AND (3)-#9 SO z 1-4¢" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. 2 USE SIMPSON EPDXY STRONG TIE SYSTEM H 12" MIN. EMBEDMENT. 10d x 1 1/2" = SIMPSON'S SUPPLIED EQUIVALENT NAIL (*) SINGLE PLY TRUSS (**) DOUBLE PLY TRUSS FOR COMMON 10 PENNY WEIGHT NAIL SDS = SIMPSON'S STRONG -DRIVE 1/4' DIA. WOOD SCREW (OR EQUAL) (***) TRIPLE PLY TRUSS NOTE: HAVE BEEN DETERMINED AND PROVIDED BY THE TRUSS MANUFACTURER'S SHOP DRAWINGS (CHAMBERS TRUSS. INC.; JOB NO. 77283 FLAYOUT DATE- 05424/21; CUT -SHEET DATE: 05/26/21 AND REVIEWED BY THIS STRUCTURAL ENGINEER FOR DETERMINATION OF THE TRUSS CONNECTOR TYPE AND ALLOWABLE LOADS NOTE ) L 2. LATERAL SHEAR FORCES (F1) AND TRANSVERSE LOADS (F2) ON TRUSS CONNECTORS HAVE BEEN EVALUATED IN ACCORDANCE WITH THE 2020 FBC-RESIDENTIAL CODE. 3. ALL TRUSS TO PERIMETER 8" CMU WALL CONNECTORS SHALL BE META 12; UNLESS DESIGNATED OTHERWISE ON THE ROOF FRAMING PLAN. 4. MINIMUM 4" EMBEDMENT WITH MINIMUM EDGE DISTANCE OF 2" REQUIRED FOR META' STRAPS CAST -IN -PLACE. 5. TRUSS ANCHOR -META 16 STRAP SHALL BE PROVIDED WITH "TSS MOISTURE BARRIER SEAT. 6. ANCHORS, HANGERS, AND TIE STRAPS AS SHOWN IN THE ABOVE SCHEDULE ARE IDENTIFIED ON THE ROOF FRAMING PLAN. SUBSTITUTION OF APPROVED EQUAL OR BETTER ANCHORS, HANGERS AND TIE STRAPS FOR THE SPECIFIED ALLOWABLE LATERAL & UPLIFT LOADS ARE ACCEPTABLE. 7. PROVIDE SUITABLE PRE -FORMED OR LIQUID APPLIED MOISTURE BARRIER BETWEEN OTTOM CHORD OF ROOF TRUSS AND TOP OF MASONRY WALLS, WHEN BARRIER IS NOT PROVIDED WITH TRUSS CONNECTOR. B. SIMPSON STRONG TIE ANCHORS AND STRAPS PRODUCTS, SHALL BE HOT DIPPED (H.D.) ZINC -GALVANIZED PER ASTM A123 TO G90 AS MEASURED BY ASTM A653, OR BETTER. 9. ALL CARBON STEEL ANCHOR BOLTS, FASTENERS, AND NAILS, UNLESS OTHERWISE SPECIFIED, SHALL BE HOT DIPPED ZINC -GALVANIZED IN ACCORDANCE WITH ASTM A153 STANDARDS. 10. ANCHOR BOLTS (A.B.) SHALL CONSIST OF "J" BOLTS WITH MIN. EMBEDMENT OF 1 " CAST -IN -PLACE AT TIME OF WALL GROUTING WORK.SETTING ACHOR BOLTS AFTER WALL CONSTRUCTION 'SHALL CONSIST OF ALL THREADED ROD (ATR) DRILLED AND ANCHORE WITH HILTI HIT RE-500 INJECTION EPDXY SYSTEM (OR SIMPSON EPDXY -TIE (ET) EPDXY ADHESIVE) IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. INIMUM EMBEDMENT DEPTHS SHALL BE AS FOLLOWS: ANCHOR DIA, DRILL HOLE DIA. AX.1 EMBEDMENT PLETH (MIN.) PLYWOOD SHEATHING NAILING SCHEDULE LOCATION NAIL SIZE/TYPE EDGE SPACING FIELD SPACING NOTES WALL Z SHEATHING (15/32") 0 N ALL WALL ZONES 6d COMMON 6" O.C. 6"'O.C. E @ ® 8d Ring Shank 4" O.C. 4" O.C. Z (OVERHANGS) ROOF SHEATHING (19/32") 0 N 2 ® 8d Ring g Shank 4" O.C. 6" O.C. E O 8d Ring Shank 6" O.C. 6" O.C. 8d RING -SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 1. 0.113—INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCHES 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2—INCH NAIL LENGTH REVIEWED FOR CODE COMPLIANCE Bock' f~y IN IN EAVE ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 11) NAILS AT 6" O.C. PERIMETER. AND 6" Q.C. FIELD ZONE Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE 03 NAILS' AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32 'THICK COX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH I3d RING —SHANK NAILS (PER FRC603.2.311) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. A-5' Additional lateral support for chimney above roof (or enclosed Termination cap in chase) if needed Storm Collar Non-combustible roof flashing maintains minimum clearance Chimney penetrates roof around chimney preferably without affecting roof rafters Support straps on rafter support chimney Offset & Return (with hanger straps) Ceiling firestop Attic insulation shield on floor of attic must be used here to keep insulation away from chimney if attic is insulated Chimney system Framing headed off Combustible framing/head r in ceiling joists on top of V-shaped stand fts Enclosed space above and around fireplace Chimney Air Kit Required in Mantel and surround Canada. Outlet must be no less than 4 ft. (1.22 m) off Decorative facing ground level. and trim Hearth extension Outside combustion air Factory -built fireplace Protective metal hearth strips) TYPICAL FIREPLACE __. __--- --_ ----—34-112 in. __.. Exclaim-42 {876 mm) } 9-112 in, 241 min) 27-1/2 in. (699�mm) f --- 50-1/2 in. (1283 mm), 59-1/4 i� 55-1/2 in. Outside (1505 mm) 1410 min Gas A1r 49-618 in. (Efective Height Gas Knockout (1260 mm)J28-1121n- Knockout {724 min) 9.1J4 in. 49-1/8in. (235 min) (1248 mm) 8-5m in. 8-5/8 in. (219 min) _ - (219 min) 9-5/8 in. 9-1/2 in. 7-5J8 in. 42 in. �18-112 in (244 mm) (241 min) (194 mm) (1067 mm) {470 mmj CE DIMENSIONS 12 in (305 mm) ^ A \� 12 \\ �� (305 mm). B 20 in. (508 mm) minimum 0 �m HEARTH EXTENSION DIMENSIONS Note: Maximum height from floor under fireplace to top of finished hearth extension is 7 518 in. Bottom of fireplace opening Continuous, ram -combustible sealant Tile, stone or oilier honcombusllble material �� protective 112 in. Mlcore Metal Hearth stri or aguivalent -, insulation 2 in. (51 min) Floor constructed of wood or required other combustible material Figure 7.4 Hearth Extension Construction clearance required Storm Collar Roof Flashing � i - / Shaded �reas •� rcpres m -+-2in, (51 in )min. air space /(jijn�su�la�ti%o�n�)�J�f1n� f1 iIY Y Y Y Y M Y Y 1 (ceiling). _I Offset/Return {secured 2 in {51 min} min. with hanger traps) r ;;(ceiling} � T Ceiling Firestap M st have 2 in. (51 mm) �inimum clearance to header Adaple�attaahed here (not shown) Note: Chimney air kit aril 11-10 Om to level of standoffs ih./279-254 min adapter. are not shown, but are required in Canada lncepECenc1-e a1tpopi b.ianc. k & a xclaim-389 (2548In�1219min Exclaim-42 - (38m m in i � 0 in.. {except at naili g flanges oto floor where itis 1/2 i .[13 mmj} U CLEARANCE TO COMBUSTIBLE MATERIALS REVIEWED FOI��a C CIE BOCC Note: The bottom of the fireplace opening is 7-5/8 in- (194 min) above the bottom of the fireplace. Finished hearth must NOT extend above this level. Noncombustible 1, 'Finishing Material 20 in. Min. Hearth Extension Noncombustible 0 Framing Material 1/2 in. Micore or equivalent insulation Protective Floor Metal Hearth Strips Figure 7.5 Raised Platform Hearth Extension Detail Noncombustible Framing Material HX4 or equivalent Figure 7.8 Raised Platform Hearth Extension -Framing I' Non-combustibl Finishing Materials Figure7.7 Raised Platform Hearts Extension -Finishing 3 tt min. from '111c, top of uppermost chimney section to air inletLs��? Note: Chimney air tan 11-10 in. /279-254 min adapter are net shown, but are required In Canada. of �6ft(1.6 m)maX. unsupported run 201(e m) max pipe between an I offset e return Albc Insulation sna3la 5--. Ceiling Pireslop35 R (107 m) 11-10 in/27s-264mm max. straight adaptor required In unsupported '.--� ,� Canada 'Chimney height CAK requiratl in Canada but not shown 18.6 It (6.8 m) min. height single offset -return 551 in. 24 ft. (7.3 m) min. height (7410 min) double offset -return klfecflve Height 90 ft (27.4 m) max. height tbo9fom AIR INLET LOCATIONS CHIMNEY REOUIREMENTS Termination Cap Chimney must extend beyond combustible roof structure Additional e support for Maintain minimum tall chimneys height of chimney above roof Storm Collar Install roof flashing Maintain minimum according to minimum clearances to requirements combustibles as specified Support straps for offsets Offsets/returns (not shown) must be may not exceed secured to adequate framing 300 from vertical Offsets/returns must be secured with screws (outer pipe only) Lock chimney sections together firmly to resist Attic shield movement The chimney must be Ceiling firestops enclosed from the are required where fireplace to the attic chimney passes maintaining the 2 through ceiling or inch clearances. floor CHIMNEY INSTALLATION GUIDELINES \7.Y-e.Jo® ®COMPLIANCE COUNTY FILE CCriRy 'Eissi t hin 0 cc e DR4FTIN6 SHRVICHS aaora: c7721237a942 www.xasnslmsconsTonnnrnro.CON! o " z ° Q B W H pq Q 9; iC Q A A " Q V z�� Q N Q h O zd U V)z j� O L ~ W U m A � o Easi O � � O � W �ow� U O ',w� Fi 0 rz� I� W P� U O on m,! l/1 .w. ri n cc I— w co � inv�in to N w� i� o. 608 Date: f>IIPlHl11\\` SCALE: AS NOTED JOB No: 521-0107 a / II I I 1 I I I I I 1 1 I I A/C CONDENSER i I 1 Dis 1 / L X'l // I '��-- — \ — ■ ■ ■ / ■ ■ ■ R \ \ \ R HB \ I I 1 I I�71 J I I \ I \\ ■ 1 (FIELD LOCATE) \ � � WP/GFI `/ 1 I \ I \ 1 ■� I 1 ■ ■ I 1 ■■ ■ ■ ■■ I / 1 I / ■ I / 1 I ■ 1 \ \ \ \ -HB \ 11 1 111 111 II i ELEC METER I WELL I PUMP I Ej /I / / l / WP/GFI CU RHHN—V CABLE #4 GROUND •• I " ELECTRIC LOAD CALL" PER NEC 2,379 sq. ft. x 3VA (GENERAL LIGHTING) 7,137 VA GARBAGE DISPOSAL 900 REFRIGERATOR 1,200 MICROWAVE 1,500 DISHWASHER 1,800 RANGE/OVEN 6,000 DRYER 5,000 WASHER 1,200 WATER HEATER 4,500 OPT. POOL PUMP 1,500 OPT. POOL HEATER 6,000 WELL PUMP 2,000 OPT. IRRIGATION PUMP 2,000 MISC. 10,000 TOTAL 50,737 VA FIRST 10 KW 0100% 10,000 REMAINDER 040% 16,295 TOTAL 26,295 A/C HEAT 0 100% 10,000 TOTAL 36,295 VA TOTAL/240V 151 AMP. USE 200 AMP SERVICE PANEL 2" RGS OR — IMC CONDUIT W/2 #3 0 THHN +(1) 1 0 CU CU OR EQUAL ❑A ELECTRICAL SYMBOL LEGEND SWITCH DIRECT WIRE ® LIGHT FIXTURE 3-WAY SWITCH3 THERMOSTAT (2) CEILING MOUNTED �J 4-WAY SWITCH • PHONE/CAT5 �Pj T T LIGHT FIXTURE r w/PULL SWITCH �P� DIMMER SWITCHn TV JACK 4 120V OUTLET SMOKE DETECTOR O HI HAT i__vRLLN HALF -HOT OUTLET (p CARBON ATE TOMONOXIDE co POR PROOF 'tea HA HAT t` 220V OUTLET EXHAUST FAN s FLOOD LIGHT C� GFI OUTLET: PUSH BUTTON O WP GFI OUTLET GFI 0 DOOR CHIMES P" wp GFI ALARM PAD o FANI with LIGHT QUAD OUTLET PANEL La FUSE DISCONNECT METER # POLES FRAME SIZE FUSE SIZE FLUORESCENT (NEMA ENCLOSURE) LIGHT CANINGx GARAGE DOOR = �Go SPEAKER OPENER J JUNCTION BOX ❑ LIGHT FIXTURE WALL MOUNTED GARBAGE DISP. ABOVE FINISHED AFF FLOOR ELECTRICAL NOTES: CONTACT WINDOW MANUFACTURER ABOUT REQUIREMENTS TO MEET THE SHGC & U FACTOR. THE SHGC AND U FACTOR TO BE COORDINATED WITH ENERGY CALCULATIONS PROVIDED TO MEET ENERGY CODES REQUIREMENTS. ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL CALCULATIONS AND SERVICE REQUIREMENTS. FILE CO OVERHEAD SERVICE FROM FPL #1/0 CU 2 #3/0 U1 RHHN R CE WITH (1) CABLE #4 GROUND 2" RGS OR 2" RGS SERVICE IMC CONDUIT DETERMINED BY POWER COMPANY Wi) #3/OCUHHN CU) +(1) 200 AMP PANEL 1/03CU MAIN BREAKER CU OR EQUAL 40 CIRCUIT METER (MIN-METRATING- 2 POLE, 1 PHASE 3 WIRE (MIN RATING=10,000 A/C 10,000 A/C INTERRUPTING) INTERRUPTING) 2" RGS OR SCH. #4 SOLID COPPER 80 PVC CONDUIT 200 AMP DISC. (3) #4/0 THHN CU (REQUIRED FOR OR EQUAL SERVICE EXTENDED SERVICE ONLY) DETERMINED BY POWER COMPANY T • r f " .•WN � • r GROUND TO 5/8"x20'-O" REBAR EMBEDDED IN FOUNDATION (OR NEC EQUAL) UNDERGROUND ELECTRICAL RISER ABOVE GROUND ELECTRICAL RISER 120/240 V, 1 PHASE, 3 WIRE SERVICE NO SCALE 120/240 V, 1 PHASE, 3 WINE SERVICE NO SCALE ij� T DRAFTING SERVICES .w rwnne, cvc PHONE: (772) 237-7942 wW W.TREASURECOAS7DRAP1'INO.COM ry� Ln z c 0 a A � z Gti A W h � O 0 0 zu o � G W a Q W a In tn C O F —4 4 U z 0 H U m H 0 1 0 0uz0 �)�ma I"1 � V down 0�w0 11 z F 0 a~ww U v a 0 a W w /A 0 W V J V m a Ln L� ri N J Ln LL w J O % O �p UFUN NLL ~=J^ LL Z w V U) Ln Ln a Lu N p n ate: SCALE: 1/4" = 1'-0" JOB No: 521-0107 El