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FGE2AF06 11i� F01 TRLTAIQU$ CON NTIONA CONVEN NAL ty FRA NG FR ING 7naturo; _ J + - F06 F01 - F07F.N F02 01 F07 N F02 02 U=469# U=4694 F07 111 F02 E01 =4 U=482 F07 F02 03 24' I F07 V F02 03 PEX APEX 12HA422 F03 03 , 1HA422 N F03 T 3A FG2 This drawing is not sufficient CON NTIONAL VFRING N N F04 T 3A alone for installation. FRA G Cr N N M ¢ F09 THA422 Additionalinstructions .n U) M HA422 F05 T 3A accompanying this drawing, 03 10 J10 F09 V THA422U- N F05 a including BCSI-B1, should be =51 THA422 03 used in conjunction with the 10 J10 Fos N �o THA422 HA422 N F05 architectural and structural 7' 7' e = HTU26-2 FG4 N 03 �- 10 J10 _: 14 THA422 THA422 F05 =_t plans during installation. If N HA422 03 BCS1=d hjlaS not been 10 J10 T THA422 N _ F05 shipped to the site with the NFG7 HA422 N 03 components shown on this N 1'6HTU26-2 0 10 J10 - F15 F05 page, please contact Apex = THA422 I HA422 03 Technology for a free copy. ~ HTU26-2 10 J10 FG8 N HA422 F05 E01 U=482# U=482# Permanent bracing for the F1 c`DvTHA422 HA422 N F05 building, including bracing to CONV TIONAL COF�N NIONAL F13 1'8" = 1'8" 02 U=469# U=469# resist wind, seismic, or other THA422 HA422 FGE3 lateral forces, and permanent F MING N F12 04 bracing for all structural N F12 CONVENTIONAL 'v CONVE ZONA CON TIONA elements, is the responsibility FRAMING D F MING ° FRA G of the En ' er of Record for 24' FG9 F12 t the Sstreftu per rthe NSI/TPlbuilding GE4 — all dg p M M M M ¢ ¢ ¢ ¢ ¢ ¢ 1✓ N CON EN I A C EN IONAL 0 0 0 0 ' ' q��� 6Eh�O 9 )_ F AMI _ FLOOR TRUSSES HELD IN + ° } MI G 1/2"FOR SHEATHING. 137" "7 —h— 1T3"8 N 301 d 0" 3 ' APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224-904.821.5200 _, - . - _— - -- ----!�- ---- -- GENERAL NOTES NOTAS GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES STEPS TO SE17ING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES Trusses are not marked in any way to identify the Los trusses no esthn marcadds de ning6n modc que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES LAS MEDIDAS DE LA INSTALAci6N DE LOS TRUSSES REsTRicci6N YARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 l(3 in)or Diagonal bracing Repeat diagonal bracing 15'(4.6 in)* every 15 truss spaces 30' frequency or location of temporary lateral restraint identifiquelafrecuenciaolocalizacijnderestr'cc'�n �teral (S) DON'T overload the crane. 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 Refer to I and diagonal bracing.Follow the recommendations y arriostre diagonal temporales.Use las recomendac Ones trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal BCSI-B7*-*for more for handling,installing and temporary restraining de manetid,instaladdri,restricd6n y arriostre temporal de NO sobrecargue la gr6a. M)max. and bracing of trusses.Refer to SCSI-Guide to los trusses.Lea el folleto BC,51-Grub de Buena bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five information. Cling,Installincu Restraining Para e P"ictica (S) NEVER Good Practice for Han I Mane RestriccOn v Arrios use banding to lift a bundle. trusses(see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see Vea el resumen BCSI-B7­ �o_Instalfad6n tre(Fe-Ios NUNCA use las ataduras para levantar un paquete. para m6s informad6n. a Bracing of Metal PIQ e Ccinn�cto Wood "ad"a Conectados con Placas de Metal below).7)Repeat process with groups of four trusses until all trusses are set. 14y d tallada. I russe­for more cletallel intqrratiolo. ..... ..us 'e uJd espe( A single lift point may be used for bundles of 1)Instate los arriostres de tiering.2)Instate el primero truss y ate seguramente at amostre de t Truss Design Drawings Tic r d' I di los truss.p,eden tierra.3)Instate los pri5ximos;4 trusses con restricci6n lateral temporal de miembro corto(vea ly ns 60LO'db i7car I '' top chord pitch trusses up to 45'(13.7 m)and Apply diago al brace to vertical permanent lateral restraint or reinforcement for las localizadones de restriccIon lateral permaineinte o abatic).4)Instate et arricistre diagonal de la cuerda superior(vea abajo).5)Instate arriostre individual truss members. Refer to the BCSI- refuerzo en los nrienibros individuales del truss. Lea la parallel c diagonal para los planos de los mierribros secundarics;para estabilice los primeros anco trusses webs at end of cantileve hord trusses up to 30'(9.1 m). rand at B3***for more information.All other permanent hoja resumen BCSI-03***para miJs informacian. El Use at least two lift points for bundles of top A WARNING Do not over load supporting (vea abajo).6)Instale la restricci6n lateral temporal y arriostre diagonal para,la cuerda inferior bearing locations. /All lateral estraints bracing design is the responsibility of the building resto de los disegos de arriostres permanentes sm la chord pitch trusses up to 60'(18.3 m)and paral- structure with truss bundle. (vea abayo).7)Repita 6ste procedimiento en grupos de cuatro trusses hasta clue todos los " lap'ped at I east two tr us se s. designer. responsabilidad del disefiador del edificio. of chord trusses up to 45'(13.7 m).Use at least trusses est6n instalados. *Top c It o poll to in po rairy,,114te ral rostra i nt s p a cing s h at I be 10'(3 al o.c.in ax.I o r 3x2 c It o Ids three lift points for bundles of top chord pitch iADVERTENCIA!No sobrecargue la and 15'(4.6 ri o.c.for 42 chords. trusses>60'(18.3m)and parallel chord trusses estructura apoyada con el paquete de Refer to BCSI-132...for more information. >45'(13.7 m). trusses. Vea el res6men BCSI-B2***para rl informacidn. INSTALLING - INSTRA CION la,",," AWARNING The consequences of improper "",&� handling,erecting,installing,restraining Puede usar un solo lugar de levantar para pa- Place truss bundles in stable position. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES Tolerances for Out-of-Plane. Max.Bow Truss Length and bracing can result in a collapse of the quetes de trusses de la cuerda superior hasta 45' ft�ft - structure,or worse,serious personal injury y trusses de cuerdas,paralelas de 30'o menus. Puse paquetes de trusses en uner posici6n REsTRimidNIARRICISTRE PARA TODGIS PLANOS DE TRUSSES Tolerancias parg Fuera-de-Plano. 12.5' or death. estable. This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses Lengt Max.Bow D150 I D(ft.) I (,""' Use per to menos dos puntos de levantar con 9 mm) (3.8 rim grupos de trusses de cuerda superior inclinada (PCTs).See top of next column for temporary restraint and bracing of PCTs. 1/4" 1. 718" 14.6' iADVERTENCIA!El resultado de On manejo, hasta 60'y trusses de cuerdas paralelas hasta (6 Turn) (0.3 IT) (22 mm) (4.5 m) levantamiento,instalacidn,restriccidn y arrisotre Este m6todo de restriccidn y arriostre es para todo trusses excepto trusses de cuerdas parratelas Max.Be. Length- : 45'Use per to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada 1/2" 2' V 16.7' incorrecto puede ser la calda de la estructura o mas de 60'y trusses de cuerdas painglelas mas de 45' (PC7s)3x2 y 4x2.Vea la parte superior gre la columna pang la restricd6n y arricistre temporal de PCTs. Max.Bow (13mm) (0.6m) (25 num (5.1 rm a6n peor heridos o muertos. L 3/4" 3' 1 AC��=@H Exercise care when removing 1)TOP CHORD-CUERDA SUPERIOR U�Length�0 o' ' Cs Plumb (19mm) (0.9m) (29 Turn) f5.7 m) MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES �f,,,_,Truss,s I thriim�(Y&Lk),S, V 4- 1-1/4" 20.8' banding and handling trusses to avoid RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES pop'a"; ry aterat Res pacing line Lcpgi(iuC(Cf9,Tramo iici�o� "d IA�` ra d'S Tolerances for (25 mm) T.2 IT) (32 Tom) (6.3 rm yP damaging trusses and prevent ir Wear �Qrltcl_ (g_1-ostre,Temg06 ersonal protective equipment ll ry' up to 30' -prior" Out-of-Plumb. 1-1/4" 5- 1-3/81, 22.9' p eye 10'(3 m)o.c.max. (32 numn (1.5 mn (35 mm) (7.0 im rulhe S, Using a single pick-point at the peak can damage the truss. Di5o max feet,hands and head when working with (9.1 m) Tolerancias para 1-1/2" 6- 1-1/2" 2 trusses. El uso de Lin solo lugar en el pico para,levantar puede 60'or less 30'(9.1 ni- Fuera-de-Plomada. hacer dailo at truss. 8'(2.4 m)D.C.max. (38 mm) (1.8 im (38 mm) M) 45'(13.7 m) -7-3-77 -7- 1-3/4-- 29.2' Utilice cautela at quitar las ataiduras LL� CONSTRUCTION LOADING .(45 mm) (2.1 IT) (45 mm) (8.9 in)- o los pedazos de metal de surtfetar para evitar darjo a 45'(13.7 m)- 6'(1.8 m)o.c.max. CARGA DE cojilirsmucci& 2" �8- 2" a:33.3' (51 in (10.1 M) los trusses y prevenir la herida,personal. Lieve App,o,112 60'(18.3 m) 2.4 in el equirigo protectivo personal para Ojos,pies, truss length 60'(18.3 m)- (S) DO NOT proceed with construction until all lateral L( i-.M) manes y cabeza curando tinatraja con trusses. A(�A' M@R Use EIWYM&/Jl� utillce Tagnine TRUSSES UP TO.30'(9.1 m) 80'(24.4 m)* 4'(1.2 ri o.c.max. traint and bracing is securely and properly in place. special care in cuidado especia TRUSSES HASTA 30 PIES Ies -pg for ine-on rqssuns,,Z�ffl, windy weather or dias ventosos cca -Consult a Registered Design Professional for trusses longer than '(18.3 l NO proceda,con la,construccicin hasta qua todas las restric- a,i near power lines de cables el6ctrico 5 o I Clones laterates y los arriostres est6n colocados en forma and airports. Locate Spreader bar A Material Height V(ach *Consulte a un Professional Registrado de Diseffo para trusses m6s de aerojouertos. or stiffback apropiada y Segura. __-�Spreadfidr bar above O.C.max. de 60 pies. Gypsum Board 12"(305 rurm To._in ..-In mid-height See BCSI-B2***for TCTLR options. (S) DO NOT exceed maximum stack heights.Refer to BCSI-B4*** for more information. Plywood or OSB 16"(406 mm) NZ Vea el BCSI-32***para las opcion de TCTLR. Spreader bar es NO exceda las alturas miximas de mont6n.Vea el resumen Asphalt Shingle. 2 bundles for truss Taglide Spreader bar 2/3 to Refer to BCSI-B3***for BCSl-B4***pang mis informaci6n. TRUSSES UPTO 60'(183, 314trusslength Concrete Block w(203 rurn) TRUSSES H ASTA 60 PIES Taglide- Gable End Frame restraint/bracing/ HANDLING TRUSSES UP TO AND OVER 60-(ITI reinforcement inforn- toy Tile 3-4 tiles high ation. TRUSSES HASTA Y SOBRE 60 PIES Para informaci6n sot�re restriccidn/ TCTLR MANEJOHold each truss in position with the erection equipment until arriostrelrefuerzo,para Armazones top chord temporary lateral restraint Hastiales vea el resumen BCSI-B3 (S) NEVER stack materials near a peak,at mid-span,on cantilevers or overhangs. is installed and the truss is fastened to the bearing points. 10"or Avoid lateral bending. Note:Ground bracing not shown for clarity. NUNCA apire los,materiales cerca de on pica,a centro de la luz,en Evite la flexion lateral. Use proper rig- Use equipo apropri rdo Sostengra cada truss en posici6n con equipo de gr6a hasta clue la,restriccOn lateral temporal de la Truss attachmen ging and hoisting para levantar e cuerda superior esti§installado y e/truss est4 asegurado en los soportes. Repeat diagonal braces for each set of 4 trusses. required at supptort r1)R cantilevers o aleros. The contractor is responsible for equipment. improviser. Regoita Ics;arriscitres diagonales Para cada grull de 4 trusses. Section A-A (S) DO NOT overload small groups or single trusses. properly receiving,unloading and storing INSTALLATION OF SINGLE TRUSSES BY HAND 2)WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARIOS NO sobrecargue peclueflos grupos o trusses individuales. the trusses at the jobsite.Unload trusses to RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSESINDIVIDUALES Z Place loads over as many trusses as possible. smooth surface to prevent damage. POR LA MANO LATERAL RESTRAINT&DIAGONAL BRACING ARE El contratista tiene la responsabilidad de Coloque las cargas sobre tantos trusses Congo sea posible. VERY IMPORTANT recibir descargar y almacenar adecuadamente los trusses en In obra.Descargue los trusses en Trusses 20' Trusses 30' Position loads over load bearing walls. (6.1 m)or (9.1 m)or R TRICCION LATERAL YEL ARRIOSTRE DIAGONAL Coloque las cargas sobre las paredes soportantes. la tierra liso para prevenir el dailo. less support less,support at SON MUY IMPORTANTES1",,,,,__ 1_. , I-_ - , Diagonal CUR splice reinforcement ALTERATIONS-ALTERACIONES near peak. quarter points. ',,bracing uss Member 50porte Soporte de N, 2x CLR Refer to BCS]l Truss bracing not shown for clarity. los cuartos Vear el resumen BCSI-85. A russes de tramo los los to .4-Trusses up to 20' -1� .4-Trusses up to 30' -0- Web members (S) DO NOT cut,alter,or drill any structural member of a truss unless de 2 pies o 1 (6.1 m) trusses de 30 (9.1 m) (S) DO NOT store NO almacene mencts. pies o menos. Trusses hasta 30 pies specifically permitted by the truss design drawing. Trusses hasta 20 pies NO Corte,altere o perfore ning6n miembro estructural de Un truss, unbraced bundles verticalmente los upright. trusses sueltos. Trusses may be unloaded directly on the ground TEMPORARY RESTRAINT & BRACING a menos que est6 especificamente permitido en el dibujo del diseflo Bottom del truss. at the time of delivery or stored temporarily in Minimum 2'2x RESTRICCION YARRIOSTRE TEMPORAL chords Scab block contact with the ground after delivery.If trusses centered over splice.Attach Trusses that have been overloaded during construction or altered without the Truss Man- are to be stored for more than one week,place Diagonal braces to CUR with firinimurn 8-16d ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. blocking of sufficient height beneath the stack Refer to BCSI-132***for more information. Top Chord Tempora(y every 10 truss spaces (Il nails each side of trusses at 8'(2.4 IT)to 10'(3 m)on-center Vea el resumen 8CSI-62***para mis informad6n. lateral 1,,lant 20'(6.1 ring)max. of splice or as specified by the Trusses que se han sobrecargado durante la,construccidin o han sido alterados sin la autor- (TCTLR) 10'(3 m)-15' .6 mr)max. Building Designer. izaci6n previa del Fabricante de Trusses,pueden hacer nulo y sin efecto la garantia limitada del Los trusses pueden ser descargados directamente Locate ground braces for first truss directly in line 2x4 min. Same spacing as bottom Note:Some chord and web members SECTION A-A Fabricante de Trusses. en el suelo en aquel momento de entrega o with all rows of top chord temporary lateral restraint chord lateral restraint not shown for clarity almacenados,temporalmente en contacto con el table in the next column). the Component Manufacturer for more information or consult a Registered Design Professional for assistance. 3)BOTTOM CHORD-CUERDA INFERIOR sueto despu6s de entrega.Si los trusses estarin To view a non-printing HDF of this document,visit slacinductrycourlial. guardados Para mis de una semana,ponga Lateral Restraints Coloque los arriostres de tierra para el primer 2x4x12'or Truss bloqueando de altura stifidente detr6s de la pita truss directamente en firlear con cada una de las J Member NOTE:The truss manufacturer and truss de�igner rely on the presumption that the contractor and crane operator(if applicable)are de los trusses a 8 hasta 10 pies en centric,(o.c.). (S) DO NOT store on NO almacene en terra filas de restricci6n lateral temporal de la cuerda �9l brace first greater lapped over two trusse prof­iorrals with the capability to undertake the work they have agreed to do on any given project.If the contractor believes It needs _Z11- assistance in some aspect of the construction project,it should seek assistance from a competent party.The methods and procedures uneven ground. desigual. truss or CLR splice reinforce- Note:Some chord ocured in thisdocomentere intendedto ensure that the overall construction techniques employed will put the trusses into place SAFELY. For trusses stored for more than one week,cover superior(vea lar tabla en la pr6xima colum ial securely ment. and web members Those recommendations for handling,installing,restraining and bracing trusses are based upon the collective experience of leading parsopmal involved.with Voss design,manufacture and installation,but must,due to the nature of responsibilities involved,be presented (S) DO NOT walk on unbraced trusses. before Bottom bundles to protect from the environment. not shown for only as a WILL for use by a qualified building designer or contractor.It is not intended that these recommendations be interpreted as rjection of chords _Z, clarity. 3P Para trusses guardacros por mis de una semana, NO camine en trusses sueltos. uspenor to the building designer's design specification for handling,installing,restraining and bracing u-ss and it does not preclude the u c of other equivalent methods for restraining/bracing and providing sWbility for the walls,columns,Iloors,roofs and all the interrelated dclitional cubra los paquetes para protegerlos del ambient- structural building components as determined by the contractor.Thus,SBCA and TPI expressly disclur any responsibility for damages s, DO NOT stand on truss overhangs u ntil LiUsl­ ari5ing from the use,application,or reliance on the recommendations and information contained herain. t fe for more detailed information Re r to BCSI 0 Structural Sheathing has been applied pertaining to handling and jobsite storage of trusses. L the truss and overhangs. braces every 10 It" Lea el folleto HCSI...para informad6n m6s detal- NO se pare en voladizos cerchas hasta �r`uss spaces 20'(6.1 m)max. WOOD TRUSS COUNCIL TRUSS PLATE INSTITUTE Revestimiento estructural ha sido aplicado ladar sobre el manejo y almacenado de los trusses a la armadura y voladizos. 10'(3 m)-15'(4.6 m)max. 6300 Enterprise Lane Madison,WI 53719 218 N.Lee St.,Ste.312 Alexandria,VA 22314 en irea de tratratio. 608/274-4849 sbcindustry.com 703/683-1010 tpinst.org BIWARNIINC17 131205 A W !J . ..... IN GENERAL NOTE ALL-THREAD NOTES a a 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C.IN ALL BEARING c� EDITION,ACI,NDS,APA AND ASCE7-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. m 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MA BE 00 w CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. g w o tx 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6"TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF z COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: < z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) CD L: THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) E O OTHERWISE ON THE PLANS. C. PLACE CORNER RODS z' p 0 D. PLACE ALL OTHER RODS. o a o 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY w W SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH o DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. ASSUMING 2000PSF SOIL CAPACITY. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: N WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. N T'"-TYPICAL WALLS,CONCRETE NOTES -EXTERIOR WALLS,SOTEMWALL FOOTING z NOLITHIC FOOTING o 0 8"-MASONRY WALLS o 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOW IN � z 2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". THEIR RESPECTIVE DETAILS ON THIS SHEET. THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". 8 USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED 9 WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW I PRIOR TO POURING. OF 10d NAILS.FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. O COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 10. IN LOCATIONSrWHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, I IS MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE U ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM FOOTING. OF THE ROD WITH A W SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTION 3 � AND 5/S5 FOR STRAPPING ALTERNATIVES. N 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. F W C14 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", z WHICHEVER IS GREATER. EPDXY NOTES O(,) 0 11 z O 1- _ 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER n = = Q 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". EMBEDDED ST EL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY v W 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. z W m 8.1. 3 FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH i U 8.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO HE c H 8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY ENGINEER FOI,APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: J (n M Z REINFORCEMENT. i _- F HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. m Q 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, IN USING THEABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPIECIFICATI NS O INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. ACCORDANCE=WITH APPLICABLE SAFETY LAWS. V 10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,q00 0 PSI AND TENSILE STRENGTH OF 2,300 PSI. m 11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN HE STEMWALL MUST BE FILLED. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. FRAMING NOTES 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO �. 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING INSTALLATION,OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LD CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD LAITANCE, DUST, DIRT,AND OIL. � o CONSTRUCTION. .00 .00 0) c9 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE 3 C�7 0 0 'o2 (9 ai o 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE o v Q o YEARS EXPERIENCE hIN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED''IN THIS 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE PROJECT. A ?NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER TRAIN G SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 'O-THE WORK. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESGSURE SHEATHIIV NOTES TREATED. V) FOR WALL SHEATHING: 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN W 7/16"THICK.FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 2. 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS O AT 6"O.C. ON EDGE, 8"O.C. INFIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. 7. DIMENSION LUMBER 7 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS FOR ROOF SHEATHING: Z 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN J 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH 7/16"THICK.FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF 2. SINGLE CLIP P�NEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD n/ LENGTH PER THE DETAILS. CONDITIONS, BLOCK PANELS AT 12"O.C. W 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED FOR FLOOR DECKING: BELOW: 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LES Z THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. W 8d=0.131"x 2-1/2" 2. USE OF APA RffED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" A D 'n 10d=0.148"x 3" MINIMUM 3/4'T Al ICKNESS. v 12d=0.148"x 3-1/4" 16d=0.162"x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. c rn co C\Im rn N LOAD TABLE a0 ROOF: LIVE LOAD: 20.0 PSF o 0 0 V U_U_ a� DEAD LOAD: 7.0 PSF o N CEILING: LIVE LOAD: 10.0 PSF N aj aj cf'n LIVE LOAD-STORAGE: 30.0 PSF DEAD LOAD: 5.0 PSF L co N � at6i Q 6 0 o FLOOR: COMPONENT AND CLADDING C - � C> M C c- DEADLLIVE A 45.0 PSF DESIGN PRESSURES DEAD LOAD: 15.0 PSF o � o � N N o U �t DECK LIVE LOAD: 50.0 PSF O co rn EFFECTIVE END ZONES, PSF INTERIOR ZONES, WIND LOADS: AREA, SF PSF WIND SPEED: 130 MPH EXPOSURE: C 0-20 24.4 -32.0 24.4 -26.6 IMPORTANCE: 1.0 BUILDING CATEGORY: II 20-50 22.9 -28.8 22.9 -25.3 ENCLOSED BUILDING: INTERIOR PRESSURE 50-100 21.6 -27.2 21.6 -24.0 COEFFICIENT: 0.18 ROOF PITCH: MATCH EXISTING 100-200 20.8 -24.4 20.8 -22.9 GEOFFREY W.GARTNER,P.E.59328 02-24-15 i r Sheet No. 3 S0001 1 OF 5 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulfirrl,Inc.,shall be without liability to Alexander Grace Consulting,Inc. t i R a 3: a � m � o w O W O � ❑ Z FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. Z FINISHED :z ' Ql z' o GRADE da OU d 12'-8" 17'-72" W 6 MIL VAPOR BARRIER OR EQUIVALENT ❑ 8'-93" 8'-93" I I c��-I ! —I I� WATERPROOFING BETWEEN COMPACTED 4 4 SUBBASE AND FOOTING/SLAB —-—- — - — - - -— —, I I IT ONE STORY: X= 12"WITH(2)#4 I---- -- i I----------I I III,—";;! II X,IIII TWO-STORY: X= 16"WITH(3)#4 N I I I ( THREE-STORY:X=20"WITH(3)#5 ------------------- Ia— o L— r-- T T 65 Z 40NOLITHIC FOOTING SECTION S_IN I I I 2 I 3/4"= 1'-0" w z 00 30'-0u I = I S1.01 I I TM I I I I N 6T I 6" 13'-2" 16'-10" I I 6" I i i FORMED AND POURED PERIMETER CURB. (n SEE PLAN SEE PLAN FOR CURB HEIGHT 0 A 'V2 I I FIBER REINFORCED CONCRETE SLAB,4" I--' THICK UNLESS NOTED OTHERWISE ON U PLAN. co' 2 2 ' FINISHED z s ch 1 ' — S1.01 S1.01 i N GRADE i°d a �a a ' ,_ CN W ch I S1.01 ° _ ------------ ---------- --I ;� I I ao _ z W J I I I N I I -- - ' -A- Q W LL_ 6 MIL VAPOR BARRIER OR EQUIVALENT V 0 _ U U I 3 I I ��� 1 I I ( I I (N- • O WATERPROOFING BETWEEN COMPACTED 0 = Q S1.01 I SUBBASE AND FOOTING/SLAB z V F- m El ( —) ONE STORY: X= 12"WITH(2)#4 W U I I IL _x-I I ._ 6,_ 0 a. °O 1.- 5,I I I I I _ -- ' TWO-STORY: X= 16"WITH (3)#4 3" I 1 r I I i r1N i i THREE-STORY:X=20"WITH(3)#5 � U) m � 3'-104 9'-0' Y ' ' CURB DETAIL °0 I I I �" I I I OU 4------—I F I I �1 I L___ l i ----J I i -------------------------� I F_ O m I I X-0" 18'-0" AI 3'-0" to Iqz- 24r-0" ° i I 3 _ I L T Im I I V-01 I I I I-III= III • a t I ) —I i- °° a c� c9 c� It S1.01 I- - -- M B -1 II I�I�1 T= = I --� ii— � � � � o � N 4 I t I I i I � I I �I ) — I � - f� � L � Q0 ca LO 6 MIL VAPOR BARRIER OR EQUIVALENT C) -- ' r. —< WATERPROOFING BETWEEN COMPACTED ti I I I I I I I SUBBASE AND FOOTING/SLAB ONE STORY: X= 12"WITH (2)#4 ' � .. M _ GARAGE FOUNDATION PLAN TWO-STORY: X= 16"WITH(3)#4 I THREE-STORY:X=20' WITH(3)#5 ' INTE.RIOR BEARING FOOTING Q 1 1 3 I I 7 1'-104" 7-5' '-1 16'-104" O I X/2 I I N SEE PLANS FOR CURB HEIGHT —T 14 1 1 I — - S1.01 f I _ -I I I I ( , �' ° QI °D Q SIN I I • /I� ~ I- -/ I 8" X ( 6 MIL VAPOR BARRIER OR EQUIVALENT ____ _ __————_———I I WATERPROOFING BETWEEN ————— —— I COMPACTED SUBBASE AND — FOOTING/SLAB O I9 LL I v ONE STORY: X= 12"WITH (2)#4 I I I I JTWO-STORY: X= 16"WITH(3)#4 THREE-STORY:X=20 WITH (3)#5 I S1101 ; `° co_ B _ j B B�_ �I � %4 FARING CURB STEP SECTION _� cq� r T 3/4 CMN I I I ' I I 0.0 I I I -- ------I I----------I ( I------� ov _ c - - L--------J s p `0 6 0 1,. o U tt"ti 04 12 N 4,, ' j f SEE PLANS FOR CURB HEIGHT 0 o a (� o rn N 1.r1 1.. — a " 0N=. J 2'-32 8'-7" 2-32" 8'-24 8'-04-,'' 7'-3" _ i ° ° d u ° Eo � x MO 1- II _ fu 13'-2" 16'-10" 6'-72" m —I i_ 30'-0" ', f EQUIVALENT WATEBARRIRPROOFING ¢ to m o BETWEEN COMPACTED SUBBASE N N AND FOOTING/SLAB O i ' S CURB S1 EP SECTION 3/4"= 1'-0" FOUNDATIONPLAN 1/4"= 1'-0" p A 8"x8"THICKENED EDGE WITH (1)#4 CONTINUOUS GEOFFREY W.GARTNER,P.E.59328 02-24-15 24"x24"x12"DEEP FOOTING WITH(3)#5 BARS EACH WAY Sheet No. Y i S1 , 01 2 OF 5 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. T O C7 a FRAMING NOTES AND LEGEND m EZ 2 TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. co w STUD MATERIAL: 2x No.2 SPF, UNO. Co 3 (2)2x6 1:1 S3.01 Co W S3.01 HEADERS: z a ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, ~ UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X W 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO E MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' p 00 21 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.3 o a W W HEADER NOTATION IS: U W W O NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS 3 2 (2) 21 x612:1 Lo (2)2x6 1:1 S3.01 S3.01 , } N NUMBER OF CRIPPLE STUDS W o SIZE OF DIMENSIONAL LUMBER o O SHEAR WALLS: U) ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE Z TYPICAL WALL SECTION, THREADED ROD SPACING AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ( U) EZ ARE NOTED ON THE PLAN. ' (2)2x6 1!1 I SW -#/S# --�or SHEARWALL LOCATION - SEE DETAILS FOR FASTENERS O 3 2x12 4:2 21 22 ( ) U S3.02 O S3.02 B A y SHEET NUMBER � (2)1,2X12 (2)2X12 14 EZ DETAIL NUMBER N _ GARAGE PLAN { S3.01 SHEAR WALL DESIGNATION Z LL j 1/4"= 1'-0" PORCH/GLULAM BEAM O O � 3 26 Q V = U Q LJJ S3.01 a HIGH UPLIFT DESIGNAT Z V T- Q m (2)2X12 C9 # ION. -• W T U 1 wo 1 Q o a0 17 YS3.01 N S3.01 S3.01 ST-# DETAIL NUMBER J co Z 3 to E SW-10/S3.0 S3.01 Sq q 4 5 5 5 Q H r S3.01 S3.01 S3.01 S3.01 X SHEET NUMBER m Q TYP to O TRUSS/BEAM LABEL (2)2x6 1:1 (2)2x6 1:1 14 11 (2)2x6 1:1 (2)2x6 1:1 (2)-2xfi 1:? (2)2x6 1:1 (2)2x6 1:1 11 UPLIFT CONNECTION (� EZ 2-10/S3.0 C V-01 S301 O I SW . INTERIOR BEARING WALL m + 1-STORY THREADED ROD (2)2x6 1:1 i (2)2� 2:1j q O u s 4^3 3 a 2-STORY THREADED ROD U', T p N n - .a 0 N S3.01 /i S3.01 S3.01 INDICATES GLAZING CLASSIFIED AS END ZONE. C � o �N'I - / / ,, 4 O ALL OTHER GLAZING LOCATED ON EXTERIOR OF RIM (2)2x6 1:1 1 (2)2x6 1:1 EZ STRUCTURE WILL BE CLASSIFIED AS INTERIOR 0 a 0 - S3.01 _ ----� r S3.01 ZONE. SEE"COMPONENT AND CLADDING DESIGN PRESSURES,"ON COVER SHEET. SW2 10/S3.01 � 4m C o' 10 GABLE BRACING LOCATION. 1 I � Cn V-01 L5 27 273.01j ; E I WALL BRACING LOCATION. SEE DETAIL 6/S3.01. LL I A (2)2x6 1:1 I I B §3.02 S3 02 I FG2 I __---_ - '2-)2 61:1 ------ - 5 i ----- -� _ S3.01 VERIFY OR PLACE STUD GROUP UNDER BEAM/TRUSS BEARING. \\I I 23 A NUMBER OF STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. - - O FASTEN BEAM TO STUD GROUP WITH � 2 MSTA24. FAST ( ) EN STUD / A 1 GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF _ THREADED ROD IS WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. F, SW2-10/S3.01 M -- ---- - _ S3.01 1J- _ PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST _ __ PER DETAIL NOTED ON PLAN. FASTEN POST TO FOOTING WITH O ABU66. USE 10d NAILS IN ALL HOLES. U- A (2)2x6 1:1 Vo- - - -- _ (2)2x6 1:1 4 --- 3.012x6 NO.2 SYP LEDGER FG4 =______ __ _ -� O FASTEN TO EACH STUD/TRUSS VERTICAL WITH(3) 1/4"X4"WOOD SCREWS • FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4"X4"WOOD SCREWS AT 16"O.C. co N C M FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING Lo FG7 - - _ _- --- O WITH 10d NAILS AT 3"O.C. W< O 4 (2)2X6 1:1 Q 21- Q.V m m S3.01 SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB o 0 0 23 E FASTENED WITH 8d COMMON NAILS AT 6"O.C.ON EDGE, 12"O.C. IN U U`" 12 ___ ____ __ S3.0 FIELD. EZLO EZ ADD SECOND PLY OF 7/16"OSB TO GARAGE RETURN. FASTEN WITH N 04 FG8 16 -- --_- --__--_-_ _ OF 10d NAILS AT 4"O.C.ON EDGE,8"O.C. IN FIELD.VERIFY ANCHOR 3 (2)2x6 1:1 BOLTS AT CORNER AND AT GARAGE DOOR. C S3.01 (2)2x6 1:1 !, 4 _=lk$3_01===== El \ S3.01 cv 1 (2)2X8 2:1 (2)26 1:1 (2)2X6 1:1 1 (2)2x6 1:1 (2)2x6 1:1 °� �' °' S3.01 A I I I Q o 8 ILD C M C F O (D S3.01 EZ 1 EZ 1innui1 uI1iiI1 IIuuII iu Ii IuIIIII IIi Iii1I •iIi� iui iI InuI iuui iniIiIi fIlI\\ = I= S3.0 1 EZ O O NS3.01CN � 11 II \\ O Cl)17 I1 II III II :q 0- T04 S3.02 4 4(2)2x6 1:3 (2)2x6 1:1 (2)2X10 S3.01 u k ( ) X0 -- n n u 2X8 DECK JOISTS AT 16"O.C. N u u A A I. N N u u II II II \\ (EZ FASTEN EACH END ini iui iui WITH"LUS2n8, ALL HOLES FILLED WITH 0d NAILS. O2� -6-1:-I-(2-)-2x6 i 1:1 � FG6u(_ u I u u u u I II II II II 11 II tY I.., a 11 u u r [J `I \ 23 ` -r1rlr�rlrlrr- rl-1 rr-rrrlrr If (2)2x6 1:1 (2)2x6 1:1 ('L)2X'(0 u S3.0 ( (2)2X10 (2)�JC10 (2)2X10 B B B SW-10/S3.0 5 5 SW-10/S3.01 A A S3.01 S3.01 -22 21 GEOFFREY W.GARTNER,P.E.59328 1 19 19 53.02 S3.02 02-24-15 EZ 3 S3.01 S3.02 S3,02 1 i, S3.01 TYP S3.01 Sheet No. _ S2001 FIRST LEVEL WALL PLAN is/ LEVEL WALL PLAN This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document wittwut written authcnza n by Alexander Grace Consul t',Inc.,shall be without Lability to Alexander Grace Consulting,Inc. O g 1 SPH WITH (10)8d AT 24"O.C.IN a HEADER, MINIMUM(2)PER Q HEADER 7/16"OSB ROOF DECK FASTENED TO EDGE OF ALL THREAD EDGE OF ALL THREAD ; m c�7 FRAMING WITH 8d RING SHANKS AT 6"O.C. 7/16"OSB ROOF DECK FASTENED TO WASHER MUST BE WITHIN 3" WASHER MUST BE WITHIN 3" ' ON EDGE AND 12"O.C. IN FIELD. i FRAMING WITH 8d RING SHANKS AT 6O.C. OF THE HEADER KING STUD, + " r" OF THE HEADER KING STUD I W ON EDGE AND 12"O.C. IN FIELD. TYP BOTH SIDES OF OPENING. TYP BOTH SIDES OFw TRUSS TO TOP PLATE WITH SDWC15600 OR OPENING. NO.2 SYP HEADER,TYP. SEE 0 PLANS FOR SIZE, PLIES,AND In H2.5A FOR TRUSSES UP TO 600 LBS. Z UPLIFT. USE(2)SDWC15600 OR(2)H2.5A TRUSS TO TOP PLATE CONNECTION:H2.5A NUMBER OF KINGS AND CRIPPLES. z WITH (10)8d NAILS EACH FOR UPLIFTS WITH (10)8d NAILS FOR UPLIFTS LESS w LESS THAN 1200 LBS.ALTERNATE: FOR THAN 600 LBS. (2)H2.5A WITH(10)8d NAILS NO.2 SYP HEADER,TYP. SEE NO.2 SYP HEADER,TYP. CRIPPLES TO HEADER WITH TRUSSES UNDER 745#UPLIFT USE EACH FOR UPLIFTS LESS THAN 1200 LBS. PLANS FOR SIZE, PLIES,AND SEE PLANS FOR SIZE,PLIES, MSTA18 WITH(6)10d IN HEADER, E Z 0 � SIMPSON H8. NUMBER OF KINGS AND (2)2x6 N0.2 SYP TOP PLATE FASTENED AND NUMBER OF KINGS AND (8)10d IN CRIPPLE ZZ 0 (2)2x6 N0.2 SYP TOP PLATE FASTENED CRIPPLES. CRIPPLES. � n 0 WITH (2) ROWS 10d AT 16"O.C. v o WITH (2)ROWS 10d AT 16"O.C. STAGGERED. MINIMUM 24"LAP WITH (12) w STAGGERED. MINIMUM 24"LAP WITH(12) 10d IN LAP. G 10d IN LAP. %"ALL THREAD CONNECTORS.SEE KINSTUDS&CRIPPLES:(6)16d 16dKING STUDS&CRIPPLES:(6) KING STUDS&CRIPPLES:(6) BETWEEN ADJACENT KING STUDS FASTEN 7/16"OSB W/8d 6"O.C.ON ALL-THREAD NOTES FOR INSTALLATION KIN BETWEEN ADJACENT 16dKIN BETWEEN ADJACENT @ KING STUDS AND CRIPPLES. KING STUDS AND CRIPPLES. AND CRIPPLES. EDGES, 12"O.C. IN FIELD. SPECIFICATIONS,SPACING AND --, u, EMBEDMENT. 2x6 SPF STUDS AT 16"O.C. N FASTEN 7/16"OSB W/8d @ 6"O.C.ON PLACE 1/2"ANCHOR BOLTSo 2X6 No.2 SYP BOTTOM PLATE FASTENED TO EDGES, 12"O.C. IN FIELD. PER THE TYPICAL WALL a LL CRIPPLES TO BEAM BELOW z A 2X4 No.2 SYP BAND BOARD WITH 10d NAILS SECTION. WITH MSTA30 WITH(16)8d 0 AT 3"O.C. ON EDGE, 12"O.C. IN FIELD. 2x6 SPF STUDS AT 16"O.C. w z 3/4"PLYWOOD FLOOR DECKING FASTENED TO TRUSSES WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. 3 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY ° 8 I 1/2"ANCHOR BOLTS AT 6'O.C.WITH 6"MIN n ° - ° EMBEDMENT AT EACH SIDE OF BOTTOM s 9 a� _ PLATE SPLICES. FLOOR TRUSS SYSTEM BY 00 a I I ° ° o P BEAM BELOW.SEE PLAN AND U) I i OTHERS. FLOOR TRUSS SYSTEM BY OTHERS. 1= ° 1=I 1 M I i TRUSS PLACEMENT PLAN FOR h SIZE AND PLIES. O T-- 1 = I!II I�_ SEE FOUNDATION PLAN FOR FOOTING TYP I AL HEADER FRAMING DETAIL I L Ii►'"lil'-"Iili'I►I-_' !-'-"- SPECIFICATIONS. TYPICAL HEADER DETAIL - ON BEAM v (2)2x6 N0.2 SYP TOP PLATE FASTENED -''1=1 I 1=III=III= � 1/2"= 1'-0" - - WITH (2)ROWS 10d AT 16"O.C. N STA NGLEAPED . MINIMUM 24"LAP WITH(12) NOTES TYPICAL HEADER FRAMING DETAIL Z "' TYPICAL WALL SECTION 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO O %$"ALL THREAD CONNECTORS.SEE 1/2"= 1'-0" ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP 1/2"= 1'-0" O W = LL 05 U ALL-THREAD NOTES FOR INSTALLATION PLATE' V U SPECIFICATIONS,SPACING AND NOTES �n = Q EMBEDMENT. V f- W 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO z V m ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES, KINGS OR TOP W v U FASTEN 7/16"OSB W/8d @ 6"O.C.ON PLATE. ": 0 0- 00 Z EDGES, 12"O.C. IN FIELD. _ (n Cf) Q 2x4 LATERAL AND DIAGONAL TRUSS BRACING AT 24"O.C..FASTEN EACH m Q END WITH (3)10d TOE-NAILS. 2x6 SPF STUDS AT 16"O.C. 2-1 O U 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY TRUSSES OR 1/2"ANCHOR BOLTS AT EACH SIDE OF �. BOTTOM PLATE SPLICES. CONVENTIONAL FRAMING _ _ FASTEN BRACE TO WALL WITH 16d & FLOOR TRUSS SYSTEM BY OTHERS. /6-101 NAILS. .I I ° (1 I II!II I SW ( SEE TABLE BELOW FOR SHEAR WALL HOLD DOWNS.SHEAR SEE FOUNDATION PLAN FOR FOOTING 2x4 No.2 SYP BLOCKING AT 12"O.C. o _ _ _ _ 1= I' SEE WALL SECTION FOR DETAILS. WALL ANCHORS TO BE WITHIN N l 1=III=I 11=III=1 I i-I SPECIFICATIONS. FASTEN TO BOTTOM CHORD OF 3 OF DOUBLE STUD GROUP. T ''0 � N TRUSSES WITH (3)10d NAILS. I ( 3"x3"SQ WASHER AT TOP OF � o 0 (9 o (9 6 o w ' ; THREADED ROD HOLD DOWN. o a o TYPICAL TWO-STORY SECTION WALL-BRACING DETAIL TRU S BRACING AT WALL I �SEE PLAN AND TABLE BELOW FOR i TRUSS TO STUD GROUP FASTENING. 7/16"OSB FASTENED TO 1/2"= 1'-0" 3/4"= 1'-0" 3/4"= V-0" FRAMING W/8d AS SHOWN IN THE TABLE BELOW ��^^ VJ FOR ALL UPLIFT CASES, INSTALL 2X J SYP STUD GROUP UNDER TRUSS AS � HEADER KING STUDS ARE INDICATED ON FRAMING PLAN. ACCPETABLE AS SHEAR WALL NUMBER OF STUDS TO EQUAL THE END STUDS NUMBER PLIES IN THE TRUSS,WITH MINIMUM OF TWO(2). FASTEN STUDS TO EACH OTHER WITH 12d COMMONS Q AT 8"O.C. INSTALL DOUBLE STUD GROUP AT EACH END OF SHEAR WALL. FOR DOUBLE SHEAR WALLS, 7 FOR U1,ALL-THREAD INSTALLED USE(4)STUDS. L SUCH THAT EDGE OF WASHER IS NO MORE THAN 3"FROM STUD GROUP. 1/2 ANCHOR BOLTS AT 24"O.C. WASHER IS 3"SQ. BETWEEN SHEAR WALL ENDS. EMBED 8"MINIMUM AND USE 3" 7/16"OSB ROOF DECK FASTENED TO EDGE OF ALL THREAD WASHER MUST I> ° [> SQUARE WASHERS. BE WITHIN 3"OF THE HEADER KING FRAMING WITH 8d RING SHANKS AT 6"O.C. 0 4 ON EDGE AND 12' O.C. IN FIELD. STUD,TYP BOTH SIDES OF OPENING. ° ° TOP PLATE TO GARAGE HEADER TRUSS TO TOP PLATE CONNECTION:H2.5A `� ° ° DD CONNECTION: SIMPSON SPH AT 24" WITH (10)8d NAIL FOR UPLIFTS LESS ° i � I O.C.WITH (12) 10dX1-1/2"COMMONS. THAN 600 LBS. (2)H2.5A WITH (10)8d NAILS EACH FOR UPLIF S LESS THAN 1200 LBS. B p , B p p $ p 00 04 TOP PLATE TO KING STUD (2)2x6 N0.2 SYP OP PLATE FASTENED FOOTING BELOW. S H EARWALL SCHEDULE 0) CONNECTION:C SIMPSON SPH WITH WITH (2)ROWS 1 d AT 16"O.C. F-ul ; �� F ( GdU(12) 10dX1-1/2"COMMONS AT EACH STAGGERED. MIN MUM 24"LAP WITH (12) �� U3 U4 ANCHOR SIZE END OF HEADER. 10d IN LAP. SOEARWALL EDGE SPACING SHEARWALL ra m AND EMBED fn o GARAGE DOOR HEADER. SEEtDIVIGNATION 8d NAILS ANCHOR C: `o `o FASTEN TOP AND BOTTOM OF STUDS TO DEPTH 0 FRAMING PLANS FOR SIZE AND PLIES. TOP AND BOTTON PLATES WITH SIMPSON CONNECTION SCHEDULE SW 3"O.C. 1/2"ROD 1/2", 12"DEEP a) SPH AT 32 O.C. FASTEN ADJACENT STUDS W/,(2) FASTEN 7/16"OSB W/8d @ 6"O.C.ON SW2 2"O.C. HDU8-SDS2.5 7/8 12" (5 o N ROWS 10d COMMON NAILS @ 8"O.C., EDGES, 12"O.C.I FIELD. UPLIFT NAILING (2)SW 3"O.C. (2)HDU8-SDS2.5 (2)7/8", 12" w J STAGGERED. FASTEN 7/16"OSB TO UPLIFT RANGE CONNECTOR PATTERN (2)SW2 ' 2"O.C. (2)HDU11-SDS2.5 (2)7/8", 12" c in `� EXTERIOR OF RETURNS&ABOVE 2x6 SPF STUDS A 16"O.C. DESIGNATION (LBS) (10d COMMONS) = DOOR W/8d @ 3"O.C.ON EDGE, 12° 2x6 No.2 SYP BOTTOM PLATE FASTENED TO NOTES Q - in o O.C. IN FIELD. U1 1200-1450 HTS20 20 m TRUSS WITH 15' S-16,9 ON FLOOR 1. (2) DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. to .5 Cq TRUSS,6"ON BOTTOM PLATE.FILL ALL 20 IN o (2)MSTAM24 FOR GARAGE HEADER U2 1450-2900 (2)HTS20 EACH STRAP N `� a CRIPPLES. (9)10d NAILS, (5) 1/4"X2-1/4" HOLES WITH 10d AILS. 2.5/16"HARD-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF Y t SHOWN ON TrE FRAMING PLAN. OCU TAPCONS INTO STEMWALUMONO. IN U3 2900-3965 MGT 22 LIEU OF MSTAM, IT IS ACCEPTABLE TO 3 /4"PLYWOOD FLOOR DECKING FASTENED TO TRUSSES WITH 8d NAILS AT 6"O.C.ON 2 3.OPENINGS'IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE USE AN EMBEDDED PA51. EDGE, 12"O.C. IN IELD. U4 3965-9250 HGT 16 FRAMING PT.SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS. GARAGE SLAB -VA N FLOOR SYSTEM A 24"O.C. FASTEN TO H i G H UPLIFT CONNECTION - ATC P d 8 4.SHEARWAL� SECTIONS ARE NAILED AT 6"O.C. IN FIELD WITH 8d COMMON NAILS. SEE o - I IE1 = WALL BELOW WITH H2.5A,ALL HOLES V „- , ° m i 1/2 - 1-0' TABLE FOR E GE SPACING. oso -'° ' 1=1I I-� FINISH GRADE FILLED WITH 10d AILS. FASTEN TRUSS FG3 ° ° =1 I -► ►-III NOTES WALL ASSEMBLY DETAIL ° t III-I I III-I II-III- B III-I I i- PORCH BEAM - IF='-I -1 11 -III-III - i I-III-I I E III-i I I= =I I I''III-I I I=I I I- 1 I I, I I=I 11--11 I-1 I I-1 I(=1 (=1 I=1 I- 1. USE 5/8"ALL-THREAD FOR MGT CONNECTION TO SLAB.EMBED ALL-THREAD 12"INTO FOOTING. @ $HEAR 1/2"= V-0" �-III-I 11=1 I I i i 1=1 11=1 I I=I I i-III-) I-III GEOFFREY W.GARTNER,P.E.59328 2. USE(2)3/4"ALL-THREAD FOR HGT CONNECTION TO SLAB. EMBED ALL-THREAD 12" INTO FOOTING. 02-24-15 WALL SECTION ON LVL BEAM TYPICAL GARAGE OPENING DETAIL 1/2"= 1'-0" Sheet No. NOTE: IT IS ACCEPTABLE TO USE THREADED ROD IN LIEU OF 1/2"= 1'-0" LIGHT GAUGE STRAPPING AS SHO"N.SEE ALL-THREAD NOTE#10 FOR SPECIFICATIONS. S3 , 01 ti 4 OF 5 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. I P 31 WOOD-FRAMED WALL. SEE SECTION 1/S5 FOR DETAILS. BEAM/LVL:SEE PLAN FOR SIZE AND 6X6 PT NO.2 SYP POST ABOVE AND BELOW PLIES BEAMS.FASTEN BEAMS TO POST WITH AC6, o w ALL HOLES FILLED WITH 16d NAILS. o 2X6 LEDGER FASTENED TO STUDS WITH(3) 1/4"X4" L0 z 6X6 PT NO.2 SYP POST ABOVE AND WOOD SCREWS PER INTERSECTION OF STUD AND Q BELOW BEAMS.FASTEN BEAMS TO POST' LEDGER. z 2X6 SPF STUDS AT 16"O.C. WITH LCE4,ALL HOLES FILLED WITH 16d L: w 2X6 RAFTERS AT 24"O.C. FASTEN TO LEDGER WITH A35. g 5/4"DECKING. FASTEN TO JOISTS WITH NAILS a E (2)3/16"DECK SCREWS. BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. FASTEN TO BEAM WITH H2.5A, z' U 4X6 DECK BEAM. FASTEN TO KORBEL WITH H2.5A WITH o a o 2X6 NO.2 SYP PT BOTTOM PLATE. n TOP VIEW ALL HOLES FILLED WITH 10d NAILS. F o FASTEN TO BEAM BELOW WITH 16d co w NAILS AT 6"O.C. BEAM/LVL. SEE PLAN FOR SIZE AND 4X4 HORIZONTAL BRACE. FASTEN TO BRACE POST WITH o W PLIES. _� (2)1/4"X5" LAG SCREWS. 314"PLYWOOD FLOOR DECKING TOP VIE N FASTENED TO TRUSSES WITH 8d NAILS / AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. 2x6 SPF STUDS AT 16"O,C. 6X6 PT NO.2 SYP POST ABOVE BEAM. f 6X6 PT N0.2 SYP POST ABOVE BEAM. 4X4 BRACE POST. FASTEN TO DOUBLE STUD GROUP IN rn FASTEN BEAMS TO POST WITH LCE4,ALL FASTEN BEAMS TO POST WITH AC6,ALL l r 2x6 NO.2 SYP PT BOTTOM PLATE. HOLES FILLED WITH 16d NAILS. ! EXISTING WALL WITH (2)1/4"X6"LAG SCREWS AT 6"O.C. N FLOOR TRUSSES BY OTHERS, FASTEN TO BEAM BELOW WITH HOLES FILLED WITH 16d NAILS. t VERTICALLY. NOTCH POST AROUND LEDGER AT TOP. FASTEN NOTCHED POST WITH (2)1/4"X5"LAG SCREWS F— LUS210,ALL HOLES FILLED WITH 10d 16d NAILS AT 6"O.C. THROUGH LEDGER AND INTO BAND BOARD. z o NAILS. LJ O 3/4"PLYWOOD FLOOR DECKING 2X12 LEDGER. FASTEN TO TRUSS FASTENED TO TRUSSES WITH 8d fn VERTICALS WITH (5)SDS25512 SCREWS NAILS AT 6"O.C.ON EDGE, 12" BEAM/LVL.SEE PLAN FOR SIZE AND 4X6 DIAGONAL BRACE, CUT FOR ARC. LEAVE MINIMUM w z EACH. O.C. IN FIELD. PLIES. (2)2x4 NO.2 SYP TOP PLATE FASTENED BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. I % 3.5"THICKNESS FOR STRENGTH. FASTEN TO VERTICAL WITH (2)ROWS 10d AT 16"O.C. FLOOR TRUSSES BY OTHERS. ���� • AND HORIZONTAL BRACE POST WITH 1/2"BOLT.COPE z^ ; BRACE MEMBERS AS NEEDED TO HIDE BOLT.MINIMUM STAGGERED, MINIMUM 24"LAP WITH(12) s n i 2"OF WOOD TO REMAIN AS SHOWN. 10d IN LAP. iii BEAM/LVL. SEE PLAN FOR SIZE AND SECOND FLOOR STUD TO FLOOR ° PLIES. 6X6 PT NO.2 SYP POST BELOW BEAM. SEE TYPICAL WALL SECTIONS FOR CMU F GIRDER: H2.5A AT 16"O.C. SPECIFICATIONS. FASTEN BEAMS TO POST WITH AC6,ALL FLOOR GIRDER OR LVL BEAM. HOLES FILLED WITH 10d NAILS. 0 F- 6X6 PT NO.2 SYP POST BELOW BEAM. TYPICAL DECK DETAIL WALL ON BEAM/GIRDER FASTEN BEAMS TO POST WITH LCE4,ALL 20 ORBEL DETAIL 16 _ HOLES FILLED WITH 10d NAILS. 3/4"= 1'-0" 1 M ELEVATION VIEW N 04 Z W w -j W U- ELEVATI N VIEW O _ SEE SECTION 2/S301 FOR WALL (D Q STRAPPING DETAILS. V W k3/ ELEVATION zCORNER ELEVATION " = 1'-0" (2)2X6 PERIMTER BEAM. W U 1 R o � 00 F " 3/4"= 1'-0" 3/4"PLYWOOD FLOOR DECKING -J (n M z FASTENED TO TRUSSES WITH 8d NAILS AT J 6"O.C.ON EDGE, 12"O.C.IN FIELD. Q m BEAM/LVL. SEE PLAN FOR SIZE AND PLIES. 2X6 BLOCKING OVER WALL. FASTEN EACH 0 END WITH (2) 10d TOE-NAILS. U 6X6 PT NO.2 SYP POST BELOW BEAMS. 6X6 PT NO.2 SYP POST BELOW BEAM. 2X2 SLATS AT 16"O.C. FASTEN BEAMS TO POST WITH LCE4,ALL ?. FASTEN BEAM TO POST WITH AC6,ALL FASTEN WITH (2) 1/4"X3" 0 HOLES FILLED WITH 16d NAILS. HOLES FILLED WITH 16d NAILS. { WOOD SCREWS. m x X 2X8 RAFTER AT 24"O.C. X 2X6 AT 16"O.C.CANTILEVERED OVER BEAM/LVL. SEE PLAN FOR SIZE AND PLIES. i BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. (2)4X8 PT NO.2 SYP BEAMS. WALL. FASTEN EACH END WITH (3)10d ' FASTEN TO POST WITH (2) TOE-NAILS. TOP VIEW TOP VIEW 1/2"THROUGH BOLT,2"QJ- t JOIST TO WALL WITH H2.5A,ALL HOLES N WASHER AND NUT AT EACH �c� c� a> c9 N FILLED WITH 10d NAILS. Y o N END. mC9 m (9 Q (9 uiO SEE TYPICAL WALL SECTION FOR STUD, o Q o • PLATE AND THREADED ROD BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. 6x6 PT NO.2 SYP POST SPECIFICATIONS. I11� LANDING SECTION 111 _ n i 1-1/2"= V-0" �^ BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. BEAM/LVL. SEE PLAN FOR SIZE AND PLIES. V, • 4"SLAB OR t�� •� WALL SHEATHING PER TYPICAL J PAVERS, WALL SECTION. 2X6X6'SCAB. FASTEN TO TRUSS � TOP CHORD WITH (2)ROWS OF F- 6X6 PT NO.2 SYP POST BELOW BEAM. 6X6 PT NO.2 SYP POST BELOW BEAM. POSTS FASTENED TO / 10d NAILS AT 6"O.C.SCROLL 1 � 1 FASTEN BEAMS TO POST WITH LCE4,ALL FASTEN BEAMS TO POST WITH AC6,ALL FOOTING WITH ABU66, 1/2 OVERHANG AS NEEDED. LJJ HOLES FILLED WITH 10d NAILS. HOLES FILLED WITH 10d NAILS. ANCHOR EMBEDDED 6"INTO 7/16"OSB ROOF DECK. Q FOOTING.ALL HOLES FILLED It"s � WITH 10d NAILS. TRUSS TO TOP PLATE:1v UPLIFT TO 600LBS-SDWC15600 OR H2.5A UPLIFT FROM 601-1200-(2)SDWC15600 TRUSSES AT 24"O.C. OR(2)H2,5A ELEVATION VIEW ELEVATION VIEW I I I z 24 X24 X12"DEEP FOOTING 7/16"OSB WALL SHEATHING. —I I-"'1 111=111-11 II I'I WITH#5 BARS AT 8"O.C. 2X6 TOP PLATE. G 1 CORNER ELEVATION 22 SIDE ELEVATION EACH WAY. 2 2._0.. 1/2"= 1'-°" TYPICAL WALL SECTION U- TRELLIS ELEVATION 24 OVERHANG SCAB 26 3/4"= 1'_0" 2X6 SPF STUDS AT 16"O.C. O(V 2X6 NO.2 SYP PT BOTTOM PLATE. FASTEN TO BEAM BELOW WITH 16d NAILS AT 6" +sto C"I O.C. W to to v v 3/4"PLYWOOD FLOOR DECKING p 22 f FASTENED TO TRUSSES WITH 8d NAILS AT U w U- 6" 6"O.C. ON EDGE, 12"O.C. IN FIELD. N o �- u7 N � a) J 7 tL � � L \ N m Q O FLOOR TRUSSES BY OTHERS. LID � � o 0 N W (j) � O Y N U d' _ M "Ri tT 2X12 JOIST FASTENED TO FLOOR TRUSS O WITH 10d NAILS AT 3"O.C. IN EACH MEMBER. 2X4 BLOCKING FASTENED TO FLOOR TRUSS WITH 10d NAILS AT 3"O.C. IN EACH MEMBER. (2)2x6 NO.2 SYP TOP PLATE FASTENED 1'-0" 2'-0" WITH (2) ROWS 10d AT 16"O.C. GEOFFREY W.GARTNER,P.E.5W28 STAGGERED. MINIMUM 24"LAP WITH(12) 02-24-15 10d IN LAP. Sheet No. SEE TYPICAL WALL SECTIONS FOR HURRICANE ANCHORING S3 . 02 27 TYPICAL DECK DETAIL 3/4 = 1-0 5 OF 5 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. i pra �a L k Ll ;e - o ufldhg Contractor Sco Baildin9 Contractors,Inc. CC1m;b+lERCIAL AND RESIDENTIAL 42 4 1-0320 ;. NOTE: A FOUNDATION SURVEY SHALL SE PERFORMED ANID A COPY OF THE SURVEY FRON ELEVATION SHALL 13E ON THE SITE FOR THE BUILDING INSPECTOR'S USE PRIOR TO FRAMING INSPECTION. ALTERNATIVELY, ALL PROPERTY MARKERS SHALL T3E EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 398 11th Street 4 r , �CAL_L: s Atl an icBeach, N , cAnn u��� ►n: TSD P►ziN nA E� DIMENSIONS. � Monday, February 09, 2015 PERMIT ISSUE F ebrua 10, 2015P��JE� ��E:1 ST FLR OVERALL DIMENSION: TAKEN FROM ry M T EXTERIOR SHEATHING / SLAB 2ND FLR OVERALL DIMENSION: TAKEN FROM EXTERIOR FACE OF STUD INTERIOR DIMENSIONS : TAKEN FROM FINISHED SHEETROCK, NOT STRUCTURAL MEMBER (STUD) a INDEX OF DRAWINGS SQUARE FEET OF STRUCTUREflomE- I N�:ST FLOOR: L200 SITE SITE PLAN TYPE, OF CONSTRUCTION. f . .. . . . . TYPE V-B A-1 1 st & 2nd FLOOR PLANS OCCUPANCY CLASS. . . . . . . . . ..i . . . . . . . . . GROUP R-3 398 10 �T���T 2ND FLOOR: 15245 A-2 FRONT & LEFT ELEVATIONS TOTAL HEATED & COOLED: 2,445 ; A-3 REAR & RIGHT ELEVATIONS ATLANTIC 15LAC-1, FL DETACHED GARAGE: 576 A-3. 1 GARAGE PLAN & ELEVATIONS, GARAGE ELECTRICAL APPLICABLE CODES : 52255 • 439 A-4 SECTIONS & DETAILS 1 . FL. BUILDING CODE - RESIDENTIAL 2010 PORCHES : A-5 SECTIONS & DETAILS 2. NAT'L ELECTRICAL CODE 2008 DECK WITH TRELLIS : 176 A-6 BIRDSEYE ROOF PLANS coV���.���T E- FI ELECTRICAL PLANS3 • FFP CODE 2010 } 1 RST AND SECOND FLOOR C TOTAL SQ FTG: 3,636 74. ATLANTIC BEACH LAND DEVELOPMENT CODE INCL. DETACHED GARAGE&DECK S STRUCTURAL PAGES COPY►2-iG-OT 2015 A.D. LNDLE Y TOLbE-P-T D���GN. INC. ALL �Z�GflT-) ��SE�VED. No PAIZT Of TA-5 WO�1. MAE51- U-5E-D, IZEPCZODUCE —5 D, P6T25UTE-D. D� PLAYED OP— OTflF- i�� COMMUNICATED IN ANY FOP-M OR. 5Y ANY ME-AN-5 \ViT.lOUT P12-1012- \V�ITTF-N CON-')E-NT of LiNDL�Y TOL��rZT PE-510-INC. } I ,I ,�, � 1) ", >Is r: _ , ,- , ^. ::.: �, ;- "I_; - . :" - '., , ;"�;�� i I 1, , I !',�­!. � I �� I - . ' l LO R I t,,.. . co ■l r � LOT 47 AREA 0 7,500 sq ft. k 1' 524 sq ft. b is - MAIN STRUCTURE 0 1, 5^ 11 I �_ 1`1 WOOD DECK 0 176 sq ft. " POOL COPING 0 88 sq fit. 1. I'llDETACHED GARAGE I 0 572 sq ft. 4 " "LAUREL OAK 21"LAUREL OAK ! _ LOT 46 CONCRETE DRIVE 646 sq ft. LOT 42 LOT LOT 50 It 44 , ' TOTAL, IMPERVIOUS SO FTG 2,830 SQ FT el Tf�TAL. LOT COVERAGE % 37.73% ' NO CAP 2� PIPE1. N CAP 2 PIP LOT 4 APPLY 1,947.33 S�Q FT OF EXISTING I E FOUND IRON LOT COVERAGE TO THIS LOT FOUND IRON 1050.0' - ,. 15 0 . 0 0 FOR CALCULATING REQUIRED 1. ON SITE RETAINAGE �. I (150.44' FIELD) 7 9at o o, F , ___ � � 0' — — 50.0' , lk�? 1, -,) ,�� L ' =' .1 a o c ►-- "PLUM Q . w511, 9p, 11 d.o" PE IT �6' .o ' xYa .§�,.-+; rI,..: rs-;zzr-K , s` S'" r-':. i ­ 1177It,�•l'J`£i'�z S ! `�'f,�`yr f Z�. 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A•ea 11:. - A•ea 1• '' 'W>9'-'£`� ^',z i•,rY'*`<'' .,o.., r 1 ,,PA3 ;i rAr M 4 o� fit: r 9$ o-ss a a/71. ex x r,:"'a tan- r z�' f {,xf ,?�., i 't :; r y 2E2a i k �� yz't'�I'lz ��, - "'' LOT 43 AREA 7.500 sq ft. tll�,� � I� �, 1 ­%�,&�,­�11'1" 1111 u�w �it ,+ � r� 1. \�`' y t _T I � � � � �:� �: . yF of x b ?v,ia 3�7 A k ^ L 451­11 1, MAIN STRUCTURE 1,438 sq ft. a' " �� `` ' � ,E ,ALM `T EJ��%" NOTE: ._. 5'-0" 24'_0" 20'-0" 11 2 , FRONT COVERED PORCH 130 sq ft. L0�- 47 '11 , 11 a 1' 22,_011 1-11 11-1111-1-1-­ -, .; { REAR COVERED PORCH 0 380 sq ft. 7'-6" LO T 43 1 7, 6„ ^� A FOUNDATION SURVEY GARAGE STRUCTURE 576 sq ft. �, O_ - 5-0 10 0, DRIVEWAY 1,054 sq ft. SETBAC --T-- SETBACK SHALL 13E PERFORMED AND _ Vis, 22'- " 1z"uvE OAK y A COPY OF THE SURVEY IMPERVIOUS SQ FTS 3,578 sq ft. o SHALL 13E ON THE SITE I IMPERVIous LOT c�VER� E pro , pro ':IIiv� o ��r re��a .. FOR THE 13UILDING 71-611 JI-611 ® ® E; rt c t I—" APPLY 1,947.33 SQ FT OF EXISTING ., o INSPECTOR'S USE PRIOR TO LOT COVERAGE TO THIS LOT o � � ��j ) "' fs :ra + j++ 0 W FRAMING INSPECTION, 11 '11 FOR CALCULATING REQUIRED (� NEW PALM TREE a� �=A `� ON SITE RETAINAGE I`I MIN. �" DIAMETER LBATHO 22, 0 I'- ALTERNATIVELY ALL O + $ =' i� PROPERTY MARKERS SHALL ,tea 1� BEDROONI4 \/ COVERED PORCH £� 'n >3E EXPOSED ANP A STRING O / \ aarero '_1'oa_vs,ao-Fa_Dzs:sro "� O LUT 41 `� � r , `_ STRETCHED FROM MARKER �- Q ,, sh_vE_s ;' ` ' TO MARKER TO VERIFY I 9 4! 1-111, --------------------- - r r KITCHEN 1 t j3 _ , _ REQUIRED SETBACKS. �• !:.: llVnBro - - d f T: y_ Y L11 I r w Z SiN i ..... ... 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Y f p :} 11; ,x !tt",r:, <, fsi.,,.,ttE,F F ;.1b., ti D9,2'6 x0.0 .i...: r.. fl ,r; „ r ^:t .,.^ .. iYi 3.::. r t :+� K i:'.4 : IIINID r�>ir, �� €:: I ,;-0 Win.> I :', r^ a z } ,, . t ',. ,.. .r:;: ,,,,55 ... .,, ,•.,^,:, ,..•, ,} '..� r �...,:. � ,+fir 3^ .x. .n :<., r,f13 „E <: - ,1tl p .f.. 1 F :a 1 :C ,. + rxr "_ ;::... ' ,.. u,' ;ca.^ ''e ,Fi. 2T: 22 15 .. .;.:: { ".vkgr. uL; .. ,. .. ,. ,.'. <,.. :.,_. W is", ai ;., r✓i ,,,';.; 4 ,. ^.' :''?�^i�. d .�. 2 '�sem _ r Wr 1. �'.. ,, ,., ., sr,v, 11 I-,. WINE: 1;E4,ICE ,,.r- 3 .t..: i :;+.w ..,,> 7 ,ee -:.-r.: „ r t:_. ,, * ,, d ., ' i... ,r.. , -. x v. ..Y.. }. ,,... ,.� 11_ ,^ r ,r., , _..M1 .r..,t. t ,. .. v... .,r... _.,. - ,.X....C., v. , , ..,.. ..Y , . tr .., E R .Q. ^ ry`� ,., _, Gt 4 ,, p -04 , . , , ., _ .,t . ,O rO C _ t x. N .....<..... ....w ,...,. h ,, , .., . r, ::. .. tiq L0 1... ,.: ,t::, , , r„ �.. L P ,..-. ,. sI .., ..... ,.....<. ,:,:_., 12 5 E YES n.9 .l ...r. r.,.. ..> '.;�,,. ^. _< .. _ o. , , ,_._;: F,: DINING. ., ...:., - ,,, . , . , ,_ - I 1, _ , ALE 1. . ..,;. 'r� .. , ,5C ALL: , »....., - �_gg : „ ,_..,5'.....l. WDUD : . ,sn.r..r , x ,...,.r ,. ,',.,1;^. QLOT I " x, . :. o iclTc AEN 3 U GLC. rt F , Q � N f m .. �� d2A�VIN G f SAI S ;:. ;.,. <,, ._:-:.. < h,...., ..- z � ».. fi .. � ,, P - .,. 1 ..,.,,I, cAnn USER. ID= ,., i N x6.aD s I. �-^� 2ff.xk O.,.' WUUU w7`".. , l+=:Y. ..1F -iif7 All. I.:Aa•h :.Y..:. V :-. -.. 1.. .r",I I 5' FF , ,. +I ...I : a ,. I u.aa tns.0 orrniac, .,.,. .,..✓s. ;,e, �.-. ,{, t ,'r:, ,. � .: - >- - -..... :",..' ,Y:.fir`.f .. >.r .,r.v''. .+„ .f,... .. _ •L., <. ., �,;, ., ,, ,. ,:: 1 -,, i' --- --- --. .. yi >•, ..r .• , ..:, .�.�f ,. ,•Arta 3. .., - MAI , . .�.- , , :. ------ -- - ,-M� � F , . , ,, ^ �s :; , r,,, N STRUCTURE s._• , 1 465 s ft. !� .«; .: .;:v. _, .. _y ., . ., �, ."... ,.. . . 1. � , ,^ :�..�},�., ..:.. .�a, p �z :..,,, .,,1 ,. Li ,, ., :: .': •.....:. .....:.. ,�. :^ ARA - '-; ,: i} ^ � a !r.�r�+. }7t>s z 0 .; e ,. G G6 ., s, , £ T t. . t Ci""" .2 :ii .. _ `r ,1, ,;:� . ::, 5'',' y 5,r��""3 _�... ..,..° r r Y„�.r .,r,:c 0-.r.. ^+• ,r l (y - F ; z POOL COPING ! ., 88 s ft. � � � , .. , ., ,. ,,,,-,. : :, r-• ,.., . . _- ..: /fry ,..:.r ,, x - r>;.„ - - ,�:Y., -r„ ,b ::r r r r., .a 1 ss �12 :�e.Y .,.- , ,� -.- :... 1. lt! r k % F E = :;'P-INT PAT[_: „ fi ,,. ,.F sr_,. _ss)ae I „. y 3 s ro- e fl.r.. /r,r.. :....... . . . . . . . _ .r" r v.. GARAGE �,.,,,... ., h x :, :,, 412 s ft. Monday, February 09 2015 F"I s,...f_._r. - q ,..., . _.. . Y, , 0 (� GRE AT ROOM d r.rr > DINII ROOhC fY' 1 s ; DRIVEWAY 136 sq ft. ,D.�.G N�yr" 2X6"1aL q : .s.:`: WUUU ...:: ..�3 3 s ! -.,L .,f,., :. x1 ,s; ,, q-•x8"-TolL4D� !, : : PIzOJEC FflA_ "`� .._ -- rea 12 L_.s� - .r..,X F �s F 7 t r d.:.s .. 1 a ^u .,, [] ,,.,., : _. —�—'__ 14 CLU. ;t,.,:, r,<. 3 .^ i :' s stiff .,a;.fl .i .:yi ._. ._._3_;:x' FRONT & REAR PORCHES 354 s ft. ;FS s, L Tr . UI a• € r y ix ,. �}. W .. .......... .. 4 3 - I .o .. _ �y 5i P FSF !} ! s. t l;'� •� ?: 1 ��MIT I� )U ,y 'tea ` ;? 3 ` Ir; rp" :i s,.:: r r?uh;.� 4, c ' : #1 r t T IMPERVIOUS S FTG 2 455 s ft. { m GREAT ROOM r, ,' � > ) ( n 5 'S 1 t .F, FLY ZJ:S ,,Y..,., Y 't('k$' I�Y, '4 ' IMPERVIOUS LOt COVER,AtaE /o 52.73 /o s' ,'. >,! .. ,`?R3ERd< L Q ' *r z a � ­11.;}fa z' >r1 .�d.. 'i I rx;r 1 sa�3}`l. 1 3 .;4 > j., 1. ,�,,i�� � _I-' ., It ­ " . �,�� APPLY S FT OF EXISTING 4e.2'a}9D 1,947.33 Q do aa�ve.3m l!"-1 ^ ... ° rea 1U t LOT COVERAGE TO THIS LOT �. r` a z fit& 11 a a Y '111, FOR CALCULATING REQUIRED y(' ' 1 . .: hf 4 2 W ON SITE RETAINAGE --, D�z'6"'Ka� u'zr'afi ;'` 4 = 30"LIVE OAK DS a.aD, I--� S ET AC OFFCCE(L15RARY �A'='' COVERED PORCH o �-•-^�Je 11 'r , I ­1 N�: A/ � • 3 �: GOVE"R D PORCH :$. '"" •> ' I" I 1-11 16 fli:) - � ,,, ��;,I �r" , , F--- , '': , ., "'R ",,i:,�,:_: . .. �.::�'' Area 10 ® 0 ELM TEE h 13 P LM T EES' �10ML�5 3660 3060 ,� O I— zo -, I t x0b = % � � ... .... *N � ., Q6 �el I LOT,5 4, 45, 45 ," "'I", 1111' <6 ,I � I , �..,� 'I, ,�'�, � , o) 1 -1 . . � I„� '.IN � . I � � � I'll 1_1 __I . '' � �� `,”, ��_1� 11� � � 1.� . ".� t p I e­:�_,�:� "', � 111-1 � � . " I-- I � �,_ ­_ I � 11 - , " I �: ,, lli�' �:, � . � *. , � 31"LAU EL OAK 3' , NEW PALM TREE NEW SHADE- FREEI�D ( 0' MIN. 4" DIAMETER MIN. 4" DIAMETER 50 0'°.°, 21596, 598 50.0' 9 L ,_ — 8, 811 II -1--� IZEE n :Area 2 T 1050,�' -- s NO CAP 2 PIPE > r - ("� i 1 5 0 0 0 FOUND IRON NO CAP 2� PIPE ATLANTIC 5LAC-1, F (150.10' FIELD) FOUND IRON r 22255 50'-011 _ 50'-011 50'-011 PAVERSIN R.O.W.APRON ) combINLP 14'-0i1 SCALE: '� = 1 �I PLAN T _ 40' PAVED RIGHT—OF—WAY I U T 11T T COPYZIC,LIT 2015 A.D. LINDL_EY TOL_H-ZT DEIGN, INC. ALL 214T5 2E-5E2VED. NO PA2T OF T-0b \V02I4: MAY CSE U-5ED, 2EP20DUCED, DISTI2-►13uTED, DI_5PLAYE1? O2 OT.lE2\VI5E COMMUNICATED IN ANY F02M 02 E5Y ANY MEAN-5 \VIT1IOUT P2IO2 WRITTEN CONSENT OF L_INDLEY TOLI5E2T DESIGN, INC. 17'-71/2" 301-111 y.. : 13'-3" 16'-10" 4'-711 3'-611 51-211 7'-103/4" 7'-J 03/411 a 4'-01/2" 3'-101/4" 3'-61/411 4'-41/2n 11 61/2" 41/2' 311 - -- -- ---- --- -- - - - --- - ----- - -- „ II III II III III III III III III 301-0" _ COV, PORCH _ III ' \ III III III N ti 1-i'-I" x 12'-3" \ - 4'-61/2" 3'-6" 6'-111/2" 6'-111/2" 3'-6" 4'-61/2" ~ 3" 00 _ M II III III III I N III III r 14.5" x 14.5° ul r ul III 3050, 3050 NICHE (ROUGH) 3050 3050 2644 3060 3060 III B uHdng antra r CN a BATS 121-211 51—OII x yl- II iii -1 13-0CEILINGS 4T. 30 6 - 9 0 \ � - � Budding Contractors,Inc. ED700 �, 5080tiP�ERCAL AND RESIDENTIAL °' 11— 11 x 11'-10' � 0 111-5" x 111 1011 0' FLEX ROOM I-- CD pw , FILING- HT. o N '-O" CEI IN H . °v 1 II I u =� z 13 -10 x 12 -2 0 ITCHEN � 04:°r1- �� 14.5" x 10'-0" CEILING HT. O ' 11 6 5 x NICHE (ROUGH) 12'-2" \9 10'-0" CEILING HT. M 16'-51/" X11'-51/211 51 011 = 0 11'-51/2" 2LU NOTE: M LO 61/2„N \ M II 41/211 \ _ _ F-� 8'-1" ' 41/�1i o ° 3'-41/2' 8'-111 0 0 o o A FOUNDATION SURVEY -< _} o ° D _ R O RMED AN r� SHALL >3 E PE F N � _ _ 11 5080 � 0801 L0 _ 1 _� - _ _ N 2'-4/2 o A COPY OF THE SURVEY 1 'u \ 71-81/211 - STORAGE r- c 1 —tv 7-8/2 (fl �—� X I —� cv N 11�/" 9'-o" CEILING H . w T— (V \ UNrDER STAIRS SHALL BE ON THE SITE 2680 268 °' 2480 3'f6" 1 1 11 FDR THE BUILDING = [�;1-0-/ 6-7/2 INSPECTOR'S USE PRIOR TO 111/4" _ � 11 $11 ,� r 3' 2 FRAMING INSPECTION. o �� _ - 1 1 1 ANE 2680 N O CD N.5 (0 �e�-1— 3'-8/2' 4'-0" - ' 41/2' 41/2" I 5'-81/211 Q y y`, i J: 1 I I I M 141-511O FROM STUD �n 1 1 TTI ACC (l 11 ALTERNATIVELY ALL N3 9'-O CEILING HT. = o v — 2880 3080 , 00 I I i PROPERTY MARKERS SHALL LA4 ND Y o N _ - = 1 Wx1 -- -_ -_ - /� _ - - ,. 1 i «m 2 "T � T m --- -S x S`-O -_ _ �`i " ---- ---- NICHE (� M c+� T -� Tr 9'-0 AILING HT. N c� 0 5 ELy o a 13E EXPOSED AND A STRING u _ �= `mak: 0 4'-0' 1 1 1/11 \ _ ---- ---- 11'-41/2" 11'-711 i 2-6" -- _ __ ER --- E Z STRETCHED FROM MARK C) ---- - f 1 _ o TO MARKER TO VERIFY p, .,, —�®- ____ _ CLO ET % - O ---- ---- -51/2" __ - = i` -- M co It 25' REQUIRED SETBACKS. rn - - r x 9 -5" 4'-0" 12'-51/" � ~ -- ---- -- - I w. a 2 o CEILIN_ HT. N � " CV 81-7 „1 O I I ' Zhao ---- ---- - �° -- - rgN 2680 _ N C-ci�E�4T ROOM 11 1 \ I CD MASTER BEDROOM ---- ---- 1�1-1" x 25'-5" a11� 10'-O" CEILING HT. `" _ = fl N 0 m 1 11 I u C) 0 0 O o SCALE "' 1� -6 x 0 0 v 01,. 14"T Cn CD C IG E p 13'-O" CEILING HT. �' r ' " A CARD U..lLl 1V 31-611 co 3 -4 - 161-51/211 41/211 12'-2" 5'-01/2" 9'-31/211 2-6" . , T5n 41-811/ 11 1 11 1 IN�o FLOOR TRUS RECESSED -8 51-9Y211 3 6 2 6 0 2" -- - -- -- prZIN na E SO FLOOR IS LEVE o o Monday, February 09, 2015 v W/ AIN FLOOR N - PCZOJEC P�IASE= -N MASTER BATS N � � N 1 i - q q -- - -_ -= �EIZ.MIT I55uE ti 12'-2" x 15'--111 c*> 6080 `r II 6080 I I -� coM M N M IF-1@11 9'-O CEILI G HT. 1 50 3 "' DINING ROOM 3060 3060 121-211 I I I 12 -2 x lo'-(on w 21 11 FP I ±.- j m -6 III _ III w (0 I I(. ,�� �__ I I _ III 11 1 1 _ _ coOCD o II 1 L _I i I11 III 1 V - I IF `h ♦ 1 I W o e r' (0 C9 —N " 1 L� Z A _I _I J� COV. FORGH 1$" 1 0 2'-31/2" 7'-7" 2'-31/2" I� ?L U 00 00 LINEN N ------------ - ---- _---- --- ---------'1 _ -_II 1-- L 111 III I � ___�_______ ________ ___ ____ _________ _ _______ _,,.I _ NI:, F It In I+- 1+- _ _ _ t 311 3050 3050 ' ' p 11 00 1 1 51-811 N 41-61/2" 3'-73/4" 1-13%11 31.6" 2'-41/2" 5'-91/" 71/211 3060 3060 4'-10" 3'-6" 4'-10" 4'-61/2" 9'-31/2" 3'-0" 3'-73/4" '-13/4" 3';6" 2'-41/2" 'd 21_711 31-6" 21_711 13'-2" 4'-61/2" 121-31/2' SEE DETAIL SHEET A-5 5' 91'2" NEV �Iomi::% 2'-31/2" 8'-8" 2'-31/2" 4'-6" 9'-31/2" I V `V 30'-011 FOR WINDOW AND DOOR JAMB DETAILS AND 131-311 r� BALCONY RAILING DETAILS 301-111 398 10 577 F- T ATL_aNTlc bEAC�I, fL SECOND FLOOR PLAN 32233 FIRST F PLAN 1/4" = 1'-0'1 1/4" = 1'-0" 2nd Floor H&C - 1 ,245 sq. ft. 1 st Floor H&C - 1 ,200 sq. ft. FLOOZPL.4N,5 Front Porch - 112 sq. ft. Front Porch - 112 sq. ft. Rear Porch - 215 sq. ft. EXTERIOR MEASUREMENTS ARE TO Deck w/ Trellis - 176 sq. ft. OUTSIDE OF STUD WALL (1 INCH LESS THAN FIRST FLOOR SHEATHING MEASUREMENTS) EXTERIOR MEASUREMENTS ARE TO OUTSIDE OF STRUCTURAL SHEATHING / SLAB COPYP-IG-IT 2015 A.D. L_INDL_EY TOLE5EI2-T DESIGN, INC. ALL 12-4flT5 I2-E5EIZVED. NO PAP-T OF TJ-5 WOI2-I4 MAY E5E U5ED, P-1-F12-OPUCED, DI5TI2-IE5UTED, DI5PL_AYED OIC COMMUNICATED IN ANY FOIZM 012- 5Y ANY MEANS \VITflOUT P12-IOI2- \V12-ITTEN CONSENT Of L_INDL_EY TOLbEI-T DESIGN. ,INC. - - - - - - - - - - - - - - - - d 12 12 ro �6 I- C7 w - c7 LU = — - = w = w w p - Q - g - p - W w = a - ¢ ":Zr =w w w - O w m m Q Q - p 0 O I O = w OI a O � O 00 n - p z 00 H O C7 U- j w ~ x = ILL 0 p 0] � 2 N �F7iii �F N d N � z N IL N _�{ 0 O M CIO o uolilong Contractor N — - M — - - — J r 0LU 0 FLOOR - — - — FLOOR �' w SYSTEM c� — - - — SYSTEM O - - - 00 - - - - - 12 .. 12 — — Building Contractors,Inc. GOM1�iR+�,XAt,AilID RESIDENTIAL 0) w = w _ c7 _ _ I- w O Q w w L O Q d - ~ _ O w O a NOTE. Q Op _ r Q , z O O 00 � O ILL d o o A FOUNDATION SURVEY En SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE _ _ _ FOR THE BUILDING GRADE HEIGHT - - - - - - - - - - - - - - - — - - - - - o INSPECTOR'S USE PRIOR TO M FRONT ELEVATION _I FRAMING INSPECTION. 1/4" = 11-011 ALTERNATIVELY, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. - - - - - - - - - - - 1 1 l l / \ . )CALL: NSA. 12 12 6� Ted I – - - – PRN PATL: 1HMonday, February 09, 2015 ---- - _ PP-0-J[-CT P]ASE-: w - - - - - w Q FE-PMIT 1, = J w - d U C7 d p _� T- 2 = O � _I 0) O - p O 0 � OJ IJ w u_ � z LL. N EN p I zz pz N w LD 12 d FLOOR FLOOR w SYSTEM r- 12 SYSTEM 0 — - - - — 6 — - - — O O w w w = LD w _ _ - NF- �Vogw w IoME oar = _ p � � CD o z o W g O o rn ? -1 _ 00 o ILL J , z a D 598 II I-1 IZEE M 9 T T T - - - ArTLAHTic EkAca FL - - - - — - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - 32233 GRADE HEIGHT LEFT ELEVATION LL II = 2oN LF-1/4 11-011 TFT Al ELEVA. �oNS T coPY21G�]T 2015 A.D. LINDLEY TOLbE2T INC. ALL 24flTS 2E.SE2VED. NO PA2T of T.11S A1O2V- M Y 6E 1-15ED, 2EP2oDucED, PI5T21bUTE-V DI5PLAYED 02 COMMUNICATED IN ANY fO2M 02 by ANY ME-AN-5 A/iT.NOUT P2102 \\/2ITTE.N CONSENT of LINDLEY TOLf5E2T DESIGN, JNc. J 1 s sd I -- - - - - - - — - - - - - b 12 12 (0 r- - _ - - — _ LU O = w LU ..., W = 0 W W W _ ¢O \ Q EL w _ a - O of m CO O' H = Oi O 00 00 00 00 O 0 O w LL OJ LL f{ X2 0 _N LL Z N N m ~ O N I� w =a N m co 0 oufldng Contractor =a 04 12 12 �— - - -- FLOOR > FLOOR SYSTEM Building Contractors,Inc. SY 0 SYSTEM — - — - — — — — - - — - — - - — OM�MEI2CiA� AND �tESIDENTIAL "0 '� 1- 3 20 i3 O (D w w F F- w - Q -� C9 U o g W - W 0 0 0 NOTE: � _ ooLU °o °o Z o LL A FOUNDATION SURVEY Z SHALL 13E PERFORMED AND r U 0 M A COPY OF THE SURVEY _ SHALL 13E ON THE SITE — — FOR THE BUILDING— UILDIN - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - INSPECTOR'S USE PRIOR TO GRADE HEIGHT \ FRAMING INSPECTION. co REAR ELEVATION ALTERNATIVELY, ALL PROPERTY MARKERS SHALL 1/4" = 1'-0" SE EXPOSED AND A STRING 'f STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. _ rzEVISIoN .e 3 1 12 CAPPU_5LV_ IP: 12 PIZINT Pa Monday, February 09, 2015 — - - — z PIZOJEC P�IASE - - - - - _ _LD T W W W J A LU - W _ W LOpo m O O O = N = J ' p \ 8 LL O W m z D A iE X X z = OO J N N N Q. N ~ 3. 0 LL 0 12LU r r J — - - - FLOOR � FLOOR — - �- - - — — _ SYSTEM > SYSTEM — - p - - - - _ 12 - - - - - F— H C7 w LU = 2 _ N ♦ flomF- 1-i LU W w : _ _ � o = _ = o a m 0 0 00 a Q LLJ z o O O ~ O 0 o 80W LL 0 A) IZLE O O p U 3 8 1 a Z OfT T T CD co o ATL_At0c EkAca L - _ - - - - _ __ - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - -- - - - 32233 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GRADE HEIGHT RIGHT ELEVATION � ELEV4TION,5 ; IF s orz o ����ViS� co uNicA En IN AN o�Z o�z �Y ANY MEANS �ViT�ouT PtZio�z WIZ TT coN�ENT Of L INPL_EY TOL_E51-12L �510, .INC. e P1 �zi5u �n, P16P_a Fn T MM T Y F M coPY�ZiG�IT 2o�s A�. LaNeL_�Y ToL_�E�z iGN. INC. ALL rziG�IT6 2L6F- �e. No PAP.T of T.NiS \VoP-V- MAY us e. IZEP�ZoducE . �T T Y a 1 C) I 24'-0" N ; iz 12 ZD 6� �6 a O' M _ a 1 O 2 W O n. !U Q C � LLI N C:) q x X W,u o o .4 -1 b 24'-011 p a 3 (V _ Building Contractor,,Inc. /� GARAGE I ODM,MERC L' AND RESIDENTIAL RJ. f�lR � VTIOI�I -241-0320 1/411=1�—Oil i NOTE: � C) A FOUNDATION SURVEY S-0" x -0" co N SHALL 1.3E PERFORMED AND 3050 3050 12 r A COPY OF THE SURVEY ro SHALL 13E ON THE SITE FOR THE BUILDING 3'-6" 8'-6" 7'-0" 3'-0' 2'-0" INSPECTOR'S USE PRIOR TO - FRAMING INSPECTION. ti 24'-0" ALTERNATIVELY, ALL PROPERTY MARKERS SHALL s W BE EXPOSED AND A STRING C:) °o o g STRETCHED FROM MARKER 1 ' ; Q - TO MARKER TO VERIFY REQUIRED SETBACKS. . rzEVisioN� - 3'-0" 18'-0" 3'-0" o IWO 241-011 SCALE= FRONT ELEVATION CAnn u-51-p- V: 1/4"=1'-O" FT_z) Monday, February 09, 2015 1 C:) o PERMIT IS,z)uE N � , I N U , _ 71.011 CV \ 7'-011 7'_011 O 7'-011 1 N — N s � ti ti CO O \ 12 12 12 12 O — �7u It it it ul '1, O O EXPOSED 2X6 EXPOSED 2X6 EXPOSED / fl 3050 3050 wP [ ] = P.T. RAFTER = P.T. RAFTER NF_ \V oM[- TAILS FLUMR CUT - Q = TAILS FLUM5 CUT J O -1 W O W I O W _ j r Q Q< 3'-6" 8'-611 7'_p" 31 0 398 11Tf .011 21.011 (r _ 11 0 �TI'zEET 0 ATLA47c bEACa-I. fL 32233 4'-6" 7'-611 71.011 3'-0" 21.011 24'-0" 24'-011 Xl G FRIGHT SIDE GARAGE ELEVATION LEFT 8IDE CIA GE ELEVATION 8 LLF V-470N,5 i i 1/4"=1'-O" 1/4 • COPYZIG.lT 2015 AD. LINPLEY TOLE5E12-T INC. ALL ZkIG ]T-) NO PAP.T Of T.1I-5 \VoP.V- MAY E U-5Ed, I-EPZOPUCEd, PI-5TIZIE5UTEd, eI-'5PL4YEe OP- COMMUNICATED IN ANY f ODM OI- 5Y ANY MEAN-5 \VITflOUT PP-IOP- BVI-ITTEN CONSENT Of LINPLEY TOLDEP-T PE-5IGN. .INC. -i/16" OSB 5V - CRIMP METAL ROOF, s RESIDENTIAL MILL FINISH 26 GAUGE, 30" FELT UNDERLAYMENT -1/1ro" OSE 2x4 PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. WITH 2x6 PT RAFTER TAILS a E�V — CRIMP METAL ROOF, RESIDENTIAL MILL FINISH 2ro GAUGE, � INSULATION 1x6 BIRD BOARD W/ VENT INSULATION ISI u *I �� 30# FELT UNDERLA I MEDT BED MOLDING 'O 20'-4 3/4" 1x2 DRIP EDGE PL. HT. i CONT. METAL FLASHING 1x3 CONT, F.J. CEDAR TRIM 1/2" GYP. BOARD 2x4 PRE-ENGINEERED ROOF TFRUSSES AT 2411 O.C. WITH � 3/S" BEAD BOARD WM-41 CROWN PLYWOOD, FACE DOWN 2-O MOLDING 2x�o PT x,41=T�1� TAILS ;9 YP. OVERH G (2) 2x4 WITH COP PLACES 2x8 FRIEZE BOARD REINF. W/ TOP STRAPS t AND HURRICANE CLIPS MTL. FLASHING (SEE STRUCTURAL DWG'S) COVE MOULDING R-19 KRAFT FACE R-30 �-30 2x6 CASING INSULATION BATTS INSULATION 1/2" GYP. BOARD [3�o o Ix(o 51RD 50ARD W1 VENT ' dhg Contractor sco 5ED MOLDING � building Contractors,Inc. II Q, COMMERCIAL AND,RESIDENTIAL I20 -4 3/4 rTN 1x2 DRIP EDGE 7 v � PL. +�T. ] 7 CONT. METAL 1=LASHINC-x 1/211 G*T'P, BOARD NOTE: 1x3 CONT. F.J. CEDAR TRIM k b 6 6 E a 5-1/2" WOOD BASE-BOARD A FOUNDATION SURVEY III C 11 I 4x4 P.T. SILL SHALL BE PERFORMED AND II UJM—�� Ci�OUJN � 13' 3/S 5E,AD 50AIRID TONGUE AND GROOVE A COPY OF THE SURVEY a 11 MOLDING HARDIPLANK LAP SIDING SILL HT PLYWOOD, FA(:;E DOWN 2 -O AT 5" SPACING � SHALL BE ON THE SITE p V � �{ WITH I }� /� PLYWOOD PECKING TYI . O E NG (2) 2x4 WITH TOP PLATES -1116 OSB PLYWOOD GLUED �� II �� /� SHEATHING GLUED AND NAILED FOR THE 13UILDING REINF. W/ TOP ST1�� 'S 2x4 WOOD STUDS IN PLACE. INSPECTOR'S USE PRIOR TO Q /� SET 'a 16" O.C. W/ 2x5 FRIEZE 50ARID AND HURRICANE CLI1`'S R-13 KRAFT FACED 1'-4" DEEP FLOOR TRUSS FRAMING INSPECTION. 6 q I BATT INSULATION 11'-4 3/4" ALTERNATIVELY, ALL MTL. LS�-IINC� CS STRUCTURAL DWG"S) HUBS SEN FLOORS rd FLOOR PROPERTY MARKERS SHALL (SEE STRUCTURAL DWG's) , BE EXPOSED AND A STRING COVE MOULDING R-19 <R,1 FT FACE MTL. FLASHING % STRETCHED FROM MARKER QMH i . 2X� CASING INSULATION ,4TTS lo'-o" TO MARKER TO VERIFY a PL. HT. REQUIRED SETBACKS. � 1/2" GYP. BOARD 1/211 GYP, E30ARD rzEVI�IoN WM-41 CROWN 3/4" (2) COAT STUCC MOLDING SYSTEM WITH SYNTHETIC ; (2) 2x6 TOP PLATE EAVE DETAIL FINISH. R-19 KRAFT FACE „ — , INSULATION BATTS 1 /4 — 1 -O't TO USE PEEL d STICK 1/2" GYP. BOARD 4 ROLL AROUND WINDOW SCALE: (TYP.) 5 NSA CAPD U )LP IP= TSD F12-INT PAIL i Monday, February 09, 2015 P-0-JE-CTP�]A_ j o PE12,MIT ISSUE FOAM SILL WITH 5-1/2" WOOD BASE-BOARD STUCCO OVER T 1116" OSB PLYWOOD SHEATHING C.M.U. "J" BLOCK WOOD 2x6 STUD WALL At 16" ON CENTER. R-15 KRAFT FACED 4" REINF. CONC. SLAB BATT INSULATION (SEE STRUCTURAL DWG'S) y BOTTOM STRAPlO r M G ' 10" ANCHOR BOLT VAPOR BARIER S" C.M.U. STEM WALL a ` C= FINISH FL (SEE STRUCTURAL DWG'S) (DATUM) 398 iiTfl A5TPLLT FINISHED GRADE ATLANTIC 15E4CIJ, FL COMPACTED, 32233 TTTERMITE-TREATED TUa a GRANULAR FILL a Q Q a a 3 FOUNDATION a SECTION 8 (SEE STRUCTURAL DWG'S) m �E AIL T WALL SECTION - TWO STORY 14� �.75oii — 1 x_011 SEE STRUCTURAL DWG'S FOR SPECIFIC DETAILS � COPYP-I(;-UT 2015 A.D. LINDLEY TOLE5EI2—T INC. ALL 12-IOTS IZ.ESEIZVED. NO PAP.T OF T.JIS VOI.V- MAY ISE SED, I2—EP12.ODUCED. P16TIZiEUTED, DISPL4YED OIZ COMMUNICATED IN ANY FOIZM OIZ E5Y ANY MEANS VT.lOUT PI.►O12- V12-ITTEN CON-5ENT OF LNDLEY TOLE5Ep-T DE6iGN. .iNC. r a y S r i c z•+ Fi n'. i v ui+ 20'-4 3�/4" � L. HT.y s ufldhg C antac to Budding Contractors,Inc. Eno— S"x8" WOOD COLUMN W/ CHAMFERED EDGES C' N MER, CIAL AND RESIDENTIAL AND APPLIED BASE NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY 5/4 TSG EXTERIOR DECKING: Q RUNNING PARALLEL W/ HOUSE SHALL 1.3E ON THE SITE m 2x10 JOIST m 16 O.C. FOR THE BUILDING W/ SCROLL END INSPECTOR'S USE PRIOR TO 11'-4 3/4" FRAMING INSPECTION. m 2nd FLOOR ALTERNATIVELY, ALL -- ` m PROPERTY MARKERS SHALL BE EXPOSED AND A STRINCf II 1O, o„ STRETCHED FROM MARKER 21 PL. HTY TO MARKER TO VERIFY REQUIRED SETBACKS. (2) 2x12 BEAM hr ,. W/ SCROLL ENDS R_ _ _ �zEVisloN Sca�E ALL THRED RUNNING THROUGH CAPD USER. V; WINDOW CASING GT-1-1 I/2"GYP. BOARD FROM FOUNDATION TO ROOF Ted I FR-191NSUL. PP-INT PA L: Monday, February 09, 2015 PfZOJEC P.UA.SE: =x4 APS < 12" ROUND TUSCAN t, t, °PERMACAST" COLUMN S� 1/16" OSS SHEATHING W NDOW SILL 3/4"(2)COAT STUCCO SYSTEM W/SYNTHETIC FINISH as=neer O 1.1 Post i+l DOOR CASING(GM-1) 1/2" GYP.BOARD C.M.U. "J" BLOCK R-19 INSUL. C.M.U. "J" BLOCK 4" REINF, CONIC. „ SLAB (SEE STRUCTURAL 4 REINF. CONIC. SLAB (SEE STRUCTURAL DWC3.S) 1/16"OSB SHEATHING pWG.S) HE\\/ flomL DOOR TRESHOLD 3/4"(2)COAT STUCCO SYSTEM W/SYNTHETIC FINISH FINISH FL. (DATUM) FINISH FL. Q L� C C Hill (DATUM) — Hill 398 IIT. /5TP LLT ArTLX47c EkAcfl, FL_ COMPACTED, 32233 COMPACTED, TERMITE-TREATED SECTION THROUGH R _ TERMITE-TREATEp GRANULAR FILL. 7 GRANULAR FILL. L r FOUNDATION JL C ION FOUNDATION SEE STRUCTURAL DWG'S G T SEE STRUCTURAL DRAWINGS FOR DETAILS DOOR / WINDOW JAMB DETAILS SEE STRUCTURAL DWG'S I PF- T41L� WALL SECTION - FRONT PORCH 1 /411 - 1 '_O" SEE STRUCTURAL DWGS FOR DETAILS COPYI2IGLIT 2015 A.P. LINDLEY TOLE5EI2-T eESIGN. INC. ALL I2-E6EZ/1-P. NO PAP-T OF T-0I-5 \VOI-I- MAY {5E U-5Ed. IZEPIZOPUCED, PI6TI2-IE5UTEb. P16PLAYEP OIZ OTLIEIZVV6E COMMUNICATED IN ANY FOAM OIZ E5Y ANY MEANS \VIT.NOUT PIZIOIZ \V12-ITTEN CONSENT OF LINPLE-Y TOLM-P-T PE610, -INC. a�. �yy ]y r i $S�x > stl �� N.4ptt 1 1ffi4X i C i.: eddhg Contractor Building Contractors,Inc. ` OMME RGIAL A,ND RESIDENTIAL NOTE: A FOUNDATION SURVEY SHALL 13E PERFORMED AND -------------- --------------- A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE PRIOR TO FRAMING INSPECTION. ALTERNATIVELY, ALL PROPERTY MARKERS SHALL A g� 1.3E EXPOSED AND A STRING r- STRETCHED FROM MARKER TO MARKER TO VERIFY I Tut REQUIRED SETBACKS. 2EVI510N� ffFMTMTf } i 5CALE: l - NSA cane u- -p- in: 1 101011 Tin t ZPP-IN PATL: O t l � Monday, February 09, 2015 0011 LLPfZOJEC P�IaSE- i PERMIT I- -)UIMTH I � a 3 t f � l 't 4 V IJOMF- GARAGE NES ROOF PLAN 1/4° BIRDSEYE ROOF PLAN 398 10 5TPFLT { A.TLA147c EEAc, f L. 1/4" = 1 -0" 32233 YF- W,00f FIL.4N,5 DE i N iNc. ��� i 5 IZESEIZVED. No PA�.T of T�li� �VoIZI� MaY U61-L), �EP�zoducEb. nisT�zi�uTEb. PI�PLAY[D Op- OT�JIR VASE COMMUNICATED IN ANY FOP-M OP- E5Y ANY MEANS VVT.NouT P12-1012- W12-ITTEN CONSENT of LiNPLI-Y ToLE5EIZT PI-610. JNC. COPYiZG.JT 2015 A.D. uNP�EY ToEf5EIZ.T G . G T i ELECTRICAL LEGEND : I " __ ; --------- __ _______ ___ a DUPLEX CONVENIENCE OUTLET (12" A,F,F, TYPICAL) I III III HALF SWITCHED DUPLEX OUTLET 1 � DUPLEX OUTLET IN FLOOR III I I 111 III 111 0 WP III III 220V OUTLET I 220V FAN ONLY III III 3050 3050 3050 3050 QUADRAPLEX RECEPTACLE r , 2644 3060 3060 I / III I ul III III DISPOSAL III nl H WP DUPLEX CONVENIENCE OUTLET (+12" AB, COUNTERTOP) GF GFI D WP RO 3 SPECIAL PURPOSE OR HARDWIRED OUTLET 5EDROOM 4 � � � � O � ALL SWITCH FLEOO I 5080 D" 3I 1 � ��i� DW �l C) WALL _ ` N AAN 3-WAY WALL SWITCH �GITCNENyBufldhg C�OO[���actor co ' FAN/ 4-WAY WALL SWITCHLIGHT 4 _ �� I I FAN/ GFI D ' i -',a, LIGHT D _ I ' Building Contractors,Inc. C) o Z co " / co CEILING SURFACE MOUNT!✓D PENDANT LIGHT FIXTURE - - EIAj ��° RESIDENTIAL -}- , O c CEILING RECESSED DOUINLIGHT FIXTURE N , >3 5080 T �{ 5080 D w G I DIM DIM ® SURFACE MOUNT CHANDELIER ®WP D 24so � � � NOTE: 2680 2680 PC G I I I _ _ DIM 00 vIco _ _ A FOUNDATION SURVEY co M N i5 - _ -_ ��� N PANS 2680 WALL MOUNT INCANDESCENT LIGHT FIXTURE SHALL 13E PERFORMED AND _ -I LL ED I �I A COPY OF THE SURVEY DIM A IV � 0 RECESSED MINI LIGHT FIXTURE/ OR LOUD VOLTAGE TO O NST RS 2880 1080 co DIM - _ -- ---- --- - - -- - -- - S ---- - ® 4" RECESSED CLG, INLAND, LIGHT FIXTURE O UPSTAIRS o Tr ' FOR THE BUILDING ---- ---- - -- - -- - - -- - -- ---- z-- DIM a.. RECESSED ADJUSTABLE "EYEBALL" x ---- -- I- I INSPECTOR'S USE PRIOR TO v t ---- -- 22 `v ---- -- - LL-- - -- FRAMING INSPECTION. --- ---- M. GI OSET — - — - I __ _- __ __ ALTERNATIVELY, ALL FLUORESCENT FIXTURE - 2 BLUE (SURFACED MOUNTED) r PROPERTY MARKERS SHALL FLUORESCENT FIXTURE - 4 BLUR (SURFACED MOUNTED) -- SE EXPOSED AND A STRING CD LOCATION ---- - - T.B.D. STRETCHED FROM MARKER -- TO MARKER TO VERIFY 2680 DIM � � ---- - -- GREAT ROOM I =_ _ __ __ � RE UIREP SETBACKS. I ELECTRIC CEILING PADDLE FAN (BY OWNER) M; ST B 0;01„ TV OUTLET -- - -- -- y , rzEVl'5lo4 CD AN ' -- - -- - 0 ONLY EXHAUST FAN =_ _ __ __ __ N I I ENT IGNTr=FIXTU LOCAT19N I EXHAUST FAN/INGANDESG L R(= T.B.D. FI I I JUNCTION BOX OFOR FAN", ETC,) __ �1 I r o — - - -- o - - — ' - _ gi SWITCHED JUNCTION BOX FOR A,H,U, -- -- - _ i 00 N N MAST SA14 ` ELECTRIC GARAGE DOOR OPENER •(,Ary DIM, - ^. � Fy , 6oso Q SMOKE %M CO DETECTOR COMBO / I s 6080 CADn USEfZ ID ' DINING ROOM � - - -- - 3050 3050 DOOR CHIMES 1+�2" A,F,F,) 3060 30 0 FT J� - �- 7r WP DOOR BELL PUSH BUTTON (+42"A,5,F,) o o -- - r y, Y co M - 11 Monday, February 09, 2015 1 GFI - - TI r PZOJEC P�146L= © COMPUTER OUTLET ONLY (DEDICATED) a COY:, i='ORC " " I II it III TI PERMIT 1,5-5UE III Q TELEVISION CABLE JACK (12" A,F,F, TYPICAL) I I III -------------------- El -- -------------------- --------------------.'- -1 -= r- J­ ----------------- ---------- E . - - — ---------------------------------------------- - _' ' TELEPHONE JACK / MODEM (12" A.F.F. TYPICAL) ---------—_--_ - 3050 3050 COMBINATION LAMP/HEAT (SUNLAMP)/FAN I MAIN HOUSE CIRCUIT BREAKER 3060 3060 EXTERIOR FLOOD LAMPS i z --Q INTERCOM SPEAKER !. [m I ELECTRIC METER SECOND FLOOR ELECTRICAL PLAN- ELECTRICAFIRST FLOOR "L PLAN_ flom[- 1/4" = 1'-0" Y ' I 1/4" = 11-0" 3 8 1� A ��� 9 Tfl T T E�IER L 1�OTES : TL_aNTIc Eac�l,E F L � _ 32233 MASTER BEDROOM AND LIVING ROOM PLACE (2) RECEPTACLES AT EACH TV LOCATION ONE LOW AND ONE HIGH ALL SWITCHES TO BE WHITE ROCKERS LF- CTIZICAL � pLAN� ALL RECESSED CANS (INSIDE AND OUTSIDE) TO BE ON DIMMER SWITCHES ALL CEILING FAN LIGHTS ON DIMMER SWITCHES F COPYZIG�JT 2-0154D. LINPLLY TOLE5EP-T PF- �iGN. INC. ALL ZkiG ]T-A) PZE-5EP-VLP. NO PAP-T Of TTS VOP-4 MAY E5E U61.e, Pz1-PPOPUCEP, P16TZBUTEd, 06PLAYEP Ori OT ULPWI61- COMMUNICATED IN ANY FOP-M OP- E5Y ANY MEANS SVT OOUT PP-IOP- \V1TTEN CON61-NT Of L_iNPL_E-Y TOLE5LP-T nESiGN. ,INC.