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14th Street 137 (2) 4 THREADED ROD ASSEMBLY (SEE DETAIL) w TRUSS or BEAM 2x4 FLATWISE LOOKOUTS 2-2x— RIM JOIST ® 48"oc. FOR OVERHANG 1/2" NUT 1/2" SPACER BETWEEN MEMBERS H2.5A CUP (TYPICAL) " Z 30 x 3w x }� WASHER THREADED ROD I Q w HTT16, HTT22, MGT (AS NOTED) AS NOTED ON LAYOUT I I L) STUDS 0 16"aG. I I Q TOP PLATE I I I (5)-- 1 Qd IN RAFTER I I I MIN. 1" SPACE BETWEEN TOP I I I 0 a a 50 (TYPICAL) OF STUD AND 1st NAIL. COIL STRAP I I I 0 CRIPPLES THREADED ROD ASSEMBLY (SEE DETAIL) ® 48"oc. I I I LL (5)– 10d IN STUD I I Iry TYPICAL 1ZOD A f FACFIMENT To DiZOi'PED BEAM 2--2x`_ RIM JOIST I I I .f r) TYPICAL ROD ATTACHMENT TO CLIP/HOLDOWN AT BEAM Olt GIIZDElt LSTA12 STRAP - LENGTH AS � 1 L 1/2" SPACER BETWEEN MEMBERS I I REQUIRED. I I I J N I I I Q LTJ " 3" x 3" x " WASHER I— Q = LSI a 0 THREADED ROD ASSEMBLY (SEE DETAIL) TYPICAL IZOD ATrACTiN1ENT TO RIM JOIST LLJ 2-2x— RAISED HEADER/BEAM w/ 1/2" SPACER BETWEEN MEMBERS TYPICAL GABLE END STRAPPING WIFH THREADED RODS (BALLOON FRAMED) Q U 2 O QZ 2x4 LOOKOUTS W LL 0 48"oc. FOR OVERHANG m ry W THREADED ROD ASSEMBLY (SEE DETAIL) CABLE END WALL TRUSS O [� r (2) 2x— HEADER/BEAM USE SIMPSON I— w 1/2" SPACER BETWEEN MEMBERS OPENINGS 36" or LESS SPH OR SIMPSON LSTA18 SIMPSON LTP4 J z SHALL USE (1) KING STRAP AT 32"oc. � 3" x 3" x yg" WASHER & (1) CRIPPLE NOTE: ON HEADER rl CLIP AT 48 oc. � OPENINGS BETWEEN GREATER THAN TYPICAL ItOD ATTACI-iMLNT TO BEAM OVER OPENING36" _ 8$_0" TYPICAL STRAPPING (UNO) 48" (U.O.N.) DOUBLE PLATE Q SHALL USE (2) KING STUDS STUDS at 16'o w & (2) CRIPPLES. I I I 0 U.O.N.) THREADED ROD z IF OPENINGS EXCEEDS 8 -0 o IN WIDTH SEE PLAN. " " THREADED ROD C SEE LAYOUT) ASSEMBLY WITHIN B" TYPICAL GABLE END STIt_AI'I'ING WITH THR-FADED RODS (PLA-IFOItM FItAMED) I� OF KING STUDS. '� O (D m W )¢" ANCHOR BOLT ^ ASSEMBLY SHALL BE INSTALLED SHOULD C7 0 HEADER LENGTH DEx.I M NAILED T Iran _ � Ln " ON EDGES AND Irm IN l CM • 30- THE � N EXCEED 5 –0 THE FIELD, USE 6d RING Gtr FOR DEEP IST 3a• OONS MA SWAK ed COMMONS ALSO B ^ r USED. R BEIM AS NOTED W O z NOT USED z /� O LLJz 4 Provide adnim4m 10 o TYPICAL HEADER STRAPPING end ' ' Simpsony_T1i N In X v NAIL w/ 11 — 1'ad G0M CS18 AT 3Y OC. L!7 LiJ TRUSS TRUSS , ," �s°orn, cq V- LO (2) 2 MTS12 HTS30C (n TYPICAL 2-STORY BETWEEN FLOOR STRAPPING AT WALL OVER BEAM • --� O - � � Z O -O ��V aorf J4 a 1/2" NUT W N NOTES: a- �-j ry Z 3" x 3" x 1/4" WASHER J __j DoQ00 1) RODS REQUIRE A MINIMUM LENGTH OF (1) BAR L-- 0C O TYPICAL THREADED TYPICAL THREADED DIAMETER THREADED INTO COUPLING. 2 Y^ ROD ASSEMBLY ROD ASSEMBLY U d- (INSTALLED WITHIN 6" MAX (INSTALLED WITHIN 8" MAX 2) MULTIPLE RODS MAY BE CONNECTED WITH !� Q p 6" MAXIMUM OF 8" MAXIMUM OF COUPLING TO FORM ONE ROD. r c �� STUDS) STUDS) N . 3) ON INTERIOR APPLICATIONS-(GREATER THAN 5 � FROM EDGE OF SLAB) A ) 0- 1/2" x 7" WEDGE ANCHOR CAN BE USED TO 4 CONNECTION FOR UPLIFTS OF 1300-200" CONNECTION FOR UPLIFTS OF 2000--2500 � ANCHOR THE RODS. U O cs 4) THE NUT AT THE TOP SHALL BE SNUGGED WITH ALTERNATE TitLISS STILAPPiNG METHODS THE ROD STRAIGHT AND THEN ONE W ADDITIONAL FULL TURN OF THE NUT SHALL BE Li APPLIED TO ACHIEVE PROPER TENSION. O rN UPM PIAM 5) THE MAXIMUM SPACING OF ANCHOR BOLTS ON m77 EXTERIOR WALLS, ON THE SILL PLATE O MINIMUM 17- 16d or IS 60" oc. THEREFORE IF RODS ARE SPACED 16- .131" x 3" IN THIS \_ „ Z ZONE (TOTAL) DOUBLE PLATE (NAIL w/ GREATER THAN 5 -0 THEN ADDITIONAL ANCHOR SCALE: o 8"oc. BOLTS NEED TO BE INSTALLED. 1/2" EPDXIED 1/ " ' STAGGERED " w 4' or GREATER ANCHORS ( 5" EMBEDMENT) w/ 1" WASHER MAY 1/2" A36 ROD THREADED Y2 -" — Mw. SAUCE ROD CENTERED ON DOUBLE HE USED FOR 1/2" x 10" ANCHOR BOLTS IN AT ENDS or • U.O.N. TOP PLATE » • DO NOT SCALE m TOP JOINTS OR ROD ON THIS APPLICATION. 1/2 ALL THREADED ROD 2- 2X— Top PLAT!!; EACH SIDE WITHIN 12" of 0NUT AND 1" WASHER THIS DRAWING Y 2x- STUDS NAMED TO EACH JOIE' 6 THE TOLERANCE ON ROD PLACEMENT SHALL BE 1/2" THREADED COUPLING & RELEASE DATE: ��. " x ar • e"m ROD DOUBLE PLATE JOINTS.OF ) f 6„• 1” WASHER. 11 -20-03 Lu 0 ALT: IF ROD IS GREATER EPDXY INTO SLAB or FOOTING REVISION DATE: • THREADED ROD B�OCXING OR 9OL1D (Tax. (a le THAN 6" FROM JOINT– ADD 7) MINIMUM EMBEDMENT FOR ANCHOR BOLTS OR 1/2" x 10" ANCHOR BOLT USE SIMPSON "SET" EPDXY ui A .Y AS � �XS) Nem -w� 4- � Sr SIMPSON SSP AT JOINT. THREADED RODS INTO FOUNDATION SHALL BE ( 7" EMBEDDMENT) �, 0 0- 10-03 NAM 7" MINIMUM. ALT: SIMPSON ACRYLIC TIE Q RDD OR HOLT 1RTfiINi 2� sTD� 8 CMU WALL OR INTERIOR DRAWN BY: L\ or °N ISAc� $m» 4- .IM' x S` NAIW AT XACH BEARING FOOTING DJ M 11 °'� s »c» 8) SHOULD A HEADER LENGTH EXCEED THE w W RDD purr wrrm iw °r MAXIMUM ROD SPACING NOTED; INSTALL SST- - 1 1 1 ///; Or C°RNM SPH4/D or SST-- LSTA18 STRAP FROM HEADER TO CHECKED BY: 8" r TOP PLATE TO ACHIEVE MAXIMUM ROD SPACING J K H ui PLATE MMA NOTED. (SEE DETAIL ABOVE) MINIMUM 7 EMBEDMENT V) ( OR AS NOTED ) SHEET, Li TYPICAL FRAMING; OF CORNERS AND PLATE LAPS r� ALTERNATE EMBEDMENT1�1ETF IODS 6 'I2 w Slb0 7116'STRUCTURAL ROOF SHEATHING 1 #5 VERTICAL IN FILLED ALL MEMBERS SHALL BE SYP CELLS, ONLY 2x4 OUTRIGGER @ 48"oc. ONE MUST BE TIED AT BLOCKING REQUIRED BETWEEN OUTRIGGERS 2x4 LOOKOUTS FOUNDATION. SIMPSON A35 HURRICANE CLIP H-25 OR EQUAL a48"oc. Dq FILL CORNER WITH MORTAR OR 2x4 BLOCKING(c�SHEATHING JOINT4'FROM PLATE HEIGHT CHA BLIND BEAM GABLE END 2x4 BARGE RAFTER CONT. y..'; rf w r r■ GROUT. r.�,r• OPTION SHINGLE STRIP MwwUM I�' SPAM : ;r: s�T CUP BLIND HEA 1 CST N NIL MAXIMUM W SPACE 2x6 PT LEDGER ATTACH 12' HOOK (TYPICAL) CU %LUCKSI"ATLI45EaegreesSE. FASCIA nws AT�4oa 3" TAPcoN 2x4 SCAB CONT.TOP TO BOTTOM SCRETOP CHORD OF GABLE END TRUSS CHORD(c)e'FROM GABLE DROP 31/2' CAST W PLACE RAKE BEAM 12' HOOK CTYPI 1 #5 VERTICAL IN FILLED CELL. 3-12d NAILS TYPICAL AT w( (Z) #4's CONT ( MMMUM X-BRACING CONT.2x4 SCAB FROM TOP TO 4 CLEARANCE OVER STEPPED 1 #5 CONT IN LINTEL COURSE. BOTTOM CHORD a X-BRACING Fes w CMU WALL.) r 2x4 SCAB IF VERT.WEB IS NOT (PROVIDE ADDITIONAL 2A's PRESENT VERTICAL IF HIGHER THAN 48', #5 VERTIC TO FORM AN"L'SHAPE.) REBAR -ti OPTION2 CONT.2x4x8'#2 SYP LATERAL BRACE(c)48"oc. FILLED CELL PREFAB 45 degree CORNER 2x4 BLOCKINGS TRU BETWEEN PPED cepa 1 PLATE HEIGHT OF GABLE AND FIRST TRUSS. EACH SIDE OF 1fA1L LAT�L HAM W TOP UNIT MW w/ (ar AW-z W XAHA �: CHANGE x 1 #5 VERTICAL IN FILLED CELL z trap. Np� p G A a a� a PT I= SECTION C TI O N '. CLEARANCE OVER x1 1 #5 CONT. IN LINTEL COURSE l/rz r Le' • arm STEPPED c►�u WALL OPTION 3 w/ Ar_ Ir_ I/V wwr NOTE: CONTRACTOR MAY CHOOSE zA x-BRACE 8'-Tot SID E VIEW ANY 0PTI ,L "Q 45 degree CMU WALLSTYPICAL GABLE END FRAMINGTYPICAL CONNECTION OF VAULTED GABLE END TO CMU WALL TYPICAL CHANGE IN PLATE HEIGHT N.T.S. N.T.S. _ PROVISIONS FOR TYPE V1(1-HOUR CONSTRUCTION Z ---7 15/32• COX MAY BE USED IN LIEU OF 7/16' OSB (u.O.N.)[--- � 1.ALL EXTERIOR WALLS SHALL 8E CONSTRUCTED WITH 5A' DRYWALL ON ALL INTERIOR SURFACES. + 2.ALL INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 145 NOTE IS TO DESCRIBE APPROPRIATE MEASURES PRE-ENGINEERED TRUSSES AT 24 OC. "TYPE"X"DRYWALL ON EACH SIDE. TO TAKE WHEN EMBEDDED TRUSS ANCHORS HAVE BEENI MISPLACED. U ■ ■ 1. IF THE DISTANCE OF THE STRAP BEING OFF IS BETWEEN 1 18' TO STRUCTURAL. NOTES 1/2r E DISTANCE OF THE STRAP BEING OFF IS NO T)DRRECTIVE MEASURES ARE REQUIRED. / ROOF SHINGLES OV15f FELT 3.SYSTEM 42 FLOOR SYSTEMS SMALL BE CONSTRUCTED WITH 0 1 LAYER OF Va"TYPE"X"DRYWALL APPLIED ON RESILIENT CHANNELS Ld 2. TH BETWEEN � 18r TO 1■, A WOOD SWM OF ATTACHED TO THE BOTTOM CHORD OF THE TRUSS. A BETWEEN 911tr TO MUST D INSTALLED 1. ALL LAPS IN TOP FLATE OF BEARING WALLS SHALL BE r x r x 1/4' WASHER & 1/2' NUT (TYPIC.AL) BETWEEN THE STRAP AND THE TRUSS WIDTH AND A MINIMUM OF 4-0' AND NAILED WITH 12- 16d COM 4.THE CEILING ON THE UNDERSIDE OF THE ROOF SYSTEM SHALL BE INCREASE IN NAIL LENGTH TO EQUAL OR EXCEED NAILS OR 16-- 3"x .131' GUN NAA3r CONSTRUCTED WITH(2)LAYERS OF "TYPE'x DRYWALL. THE THICKNESS OF THE SHIM. 2. ALL � ENDS SHALL BE BALLOON FRAMED OR 3. IF THE DISTANCE OF THE STRAP BEING OFF EXCEEDS BRACED PER DETAIL 5-ALL PENETRATIONS TO FIREWALLS MUST BE"FIRE TAPED"or � 1'. THEN THE STRAP MUST BE REPLACED WITH THE 7/16- OSB $H);/ITI{IrIGSI&&NAILED AS PER "FIRE WRAPPED"AT THE PENETRATION.BASED ON THE OPENING 1 ALL 5HEARWALLS SHALL BE NAILED T 3• ac. OR 8' oa WYLIIVI{ii LI]IJLC SIZE. APPROPIATE FIX AS REQUIRED BY THE UPLIFT LOAD ( '� PER THE ATTACHED TWO DEATILS. TED ON ALL EDGES AND 12 oa INTERMEDIATE w O.N. BL ALL UNSUPPORTED 6-ALL A/C DUCTWORK PENETRATING THE FLOOR SYSTEM MUST HAVE 7— 1 Od COM NAILS NOVI AlA4 F TWISQ BLIJl.R11rQ WALLS' A FIRE DAMPER INSTALLED AT THE INTERFACE. • ROCS SHALL BE 13/32' COX OR 7/18" OSB. �) 1-4YPlCAIL 51AIP�• M1S1114 TWIST 7.ELECTRICAL OUTLETS INSTALLED IN FIREWALLS CANNOT BE BACK WTSM I STRAP 4— 11/4X2 14' 4. STRAP HEADER STUDS TO DOUBLE TOP PLATE M/ AND MUST BE INSTALLED IN SEPARATE STUD BAYS. HEX HID40 TM MASON SPH4/6 AT EA04 END OF HEADER AND NAL w/12- Tod x 1 1/2 NAILS OR 12- .131"x 2 1/2" GUN NAILS.5. ANCHOR AT EACH TRUSS5. HEADER STUDS AND HEADER PPLES SHOULD BE ( SEE SCHEDULE ) (1) LAYER 5/8" TYPE »X» DRYWALL lO NAILED TOGETHER AT 6"aa. w 12d GUN NAILS .131x ON RESILIENT CHANNELS (y)r) STAGGERED. CLIP UNIT SHOE PLATE Wl ^ .�■ 1(U )4/6 CUP AND NAIL WITH 12- 10d x 1 1/2 NAILS (2) 21, SYP DOUBLE TOP PLATE UL P522.OAI 6. ALL WINDAN MUST BE DESIGNEo 1/2' ROD A55TJABLY AT NOTED SPACING TO WiTHsi` ro > 1��DTX�DS. A307 ROD or EQUAL ( CORNICE DETAIL AS �0 er CMU BOND BtAM 7. ALL CONNECTORS ARE Simpson OR EQUAL (U.O.N.) I PER BUILDER'S SPECS CL1 FILLED C. w/ 2900 poi S. FOUNDATION DESIGN IS BASED ON MINIMUM 501E (SEE STUD TABLE FOR SPF #2 STUDII AT 1Or 51TC3 I W d- CONC. AND 1 #5 CONI. BEARING CAPACITY OF 2,000 pal' AND SPACING AT VARIOUS HE]GHi5) I O O REPAIR FOR MISSING LTA1 CLIP I 5/B" T1fPE "X• DRYWALL cu II� 7/1d• OSB SHEATHING NAILED em ON EDGES I W N t# It= ON INTERMED4ITE SUPPORTS w/ 8d BOX NAILS � (LI X UNLE54 OTHERWISE MUTED Qd SHEMMALL LAYOUT I ILL- U3W (1) HOUR RATED WALL � D � M d 23r- PT SILL L . TRUSS - - FI�oR SYSTEM 3-16d COM ® EA. 7x STUDS ° 1e" o•r' 2x10 PT W/y"X 6" � ON EDGES AND 12 occ.IINFIELD,LNG GLUED (] ry O AND NAILED,w/6d COM OR RING SHANK alVoc. Z Ln.L BLOCK (TYP.) FLOOR S WEDGE ANCHORS B'oc- 1/2' ROD ASSEMBLY AT WAM SPACING J I lq- 3/4* TdeG DECKING FLOORING MATERIAL A307 ROD or EQUAL. bj }- A OLH > I 3-"12d COM (TYP.) RIM 3o�r OIST 3x12 PT LEDGER w/ • J I 1/Y THREADED ROD w/ ANCHOR BOLTS-2 A5 NOTED I 2x4 BLOCKING ® 24"0c.- (U.O.N) 1/2' THREADED ODUPLWG ON SHEET S-2 ae S-3 2 x e PT SILL J El �0 2 x 8 FT SILL FILL ALL CELLS . » » » � LL. [Y 0 DD I 1/2" x Or ANcr� WLT (1) LAYER 5/8 TYPE X DRYWALL d0 OD THREADED ROD ASSEMBLY 1/Y x 8•ANCHOR BOLT 1 #3 CW. IN t� ° 32' a'a' ON RESILIENT CHANNELS O NOTED SPACMU n I SHEARWALL RYWALL D.B. LIMM w/ 1 15 CONT. OVER UL L534 Q o U-LINTEL. w/ 1 # 5 pQTdT. TAPCONS " 32°Dc. FILL ALL CELLS 1 3 VERTICAL AT 418 0.0, U-LJNiF1 w/ 1 5 CONT. W ALL CORNERS AND ON EACH FLOOR SYSTEM SDE OF OPENINGS O1 s TYPICAL INTERIOR SHEARWALL TO TRUSS CONNECTION TYPICAL. CMU WALL TO FRAME WALL CONNEC110N TYPICAL LEDGER TYPICAL. FLOOR SYSTEM PARALLEL TO CMU � 0- }V T&G STURDI-FLOOR SHEATHING GLUED AND NAILED,w/ed CDM OR RING SHANK at6"oc ON EDGES AND 12"oa INFIELD. 3/4" TLdi DE1CIiWG NAILED A5 NOTED ANCHOR �O��T>MD TOP CHORD BEARING JOIST ti SIMPSON LTA1 FlLL ALL CELLS 80 O.B. LINTEL OVER 8» U- SIMPSON LTA1 1 #5 CONT' IN EAc LINTS w/ #5 CONT. IN 13' NOMINAL PLATE a EACH LL / 3000 psi PEA 8" U EL w/ 1 #5 STON N RETE. CONT FI L w/ 3000 psi l 2 x 4 STUDS O 18• as � PEA CONCRETE. No. 2 or 8L SPF » » SCALE: (1) LAYER 5/8 TYPE X DRYWALL �» _ 1/2- ROD ASSE ME LY AT NOTED SPACING AND EMBEDMENT 2 x 4 STUDS ° 16' o a O N RES I LI ENT C HAN N ELS C3 � eO AM �Mw_ O OPDNNM 10' or GREATER PLATE de 2—STD �9' or LESS PLATE HEIGHT r No. 2 or Elk. SPF • U.O.N. 1/2 x r WEDGE ANCHORS MUST BE INSTALLED UL L534 D❑ NOT SCALE 1 H A Moo. BETWEEN RODS AT MAXIMUM OF 48"00. /2' ROD ASSEMBLY AT NOII>1 SPACING MID E]iBEDMENT CMU WALL w/ 1 05 vE>rncAL THIS DRAWING tlrd. tCIc,O wIw os 48x6, 1c EWNfL Ori/ 1/2' x 7' WEDGE ANCHORS MUST BE INSTALLED AT 48• oc. ( FILL CELLS )- (U.O.N.) FEERMUH LINTEL DETAILS FIBERMESH REWF. BETWEEN RODS AT MAXIMUM OF 46"pa, 6 MIL vAPaR BARRIER OVER + 1 mow! RELEASE DATE: TREATED do COMPACTED FILL FIBERMESH REINF. GRACE 11 -20-03 I ilr REVISION DATE: a w►Pae aAroloe a>I�e ' N 1RFATF9 Al0 CCIPAG4® �' `' • •, ■ 8• 0 MIL VAPOR BARRIER ovER 1 # 3 DONT. 00-00-00 C (3) # 9's CONE. ,� • ' ■ � r TREATED O COMPACTED FILL 8' CMU STEMWAI.L W A GNPs ooNr.is f r NII. 26•LAP • CQM*= , » (3) 111 5'■ CONT. 1 DRAWN BY: 2 Mw OMNMN, use —� � � `� y' 04 TRANSVERSE at 24'm 1Or WITH s 3 f 3's CONT. . tA CLEAN COMPACTED FILL / i 1 15 CONT. CHECKED BY: JKH ~" ri TYPICAL MONOLITHIC FOOTING FOR CMU TYPICAL THICKENED EDGE FOOTING TYPICAL INIIRIOR !SEARING FOOTINGTYPICAL INTERIOR BEARING STEP FOOTING1711 TYPICAL CMU WALL SECTION 0 r SHEET: x d d Sr la A GENERAL DESIGN CRITERIA: ROOFING: Codes: 1 . Roofing shall comply with 2001 FBC Chapter 15. 2001 Florida Building Code, ASCE 7-98, ACI, ATIC, NDS, AWPA, APA, (Latest addition U.O.N). 2. Asphalt shingles shall be designed for the applicable wind Lone of the structure. GENERAL NOTES: 3. Follow the manufacturer's attachment schedule for the wind zone of the structure. 1 . It is the intent of the Engineer of Record that this work be in conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means 4. Asphalt shingles shall comply with ASTM D 3161 . c!� and methods of constructing and shall do their work in conformance with all applicable codes and regulations. MASONRY: Q 2. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. U 1 . All masonry work shall be in accordance with ACI 530 / ASCE 5/ TMS 402 Masonry Building Code. 3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, a sleeves, hangers, slab depressions, and pitches as may be required to attach and accommodate other work. 2. Concrete masonry units shall be ASTM C90-75, Hollow Load-Bearing Concrete Masonry Units, Type 1 , r�, Grade N-1 , normal weight, with a minimum compressive strength of 2000 psi (fm=1500psi). v� 4. These documents, as instruments of service are the property of the Engineer of Record and may not be used or reproduced L..�.a without expressed written consent of the Engineer of Record. 3. Mortar shall conform to ASTM C270 and be of Type S. 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere in the work except where a different detail is shown. 4. Grout when specified. shall conform to ASTM C 476 with minimum 2$ day compressive strength of 2000psi. Grout shall be mixed to provide a slump between 8" to 11". 6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation r and soil compacting specified in the soil report shall be followed unless additional more stringent requirements are 5. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings. Z specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration information made available Lintels shall be of sufficient size and reinforcement for the given span loading conditions. o to the contractor. a W FRAMING: C� 7. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building w o and its component parts during erection. 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified ° by the plans and specifications. 8. Temporary bracing: • Contractors shall be responsible for all temporary bracing that is required during construction 2. All wood framing shall ba fabricated and installed per ALTO, TPI, and National Design to keep structure safe and plumb until the entire structure is in place. Bracing Specifications for Wood Construction. shown on structural drawings is for the completed structure only. 9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. 3. All framing anchors and connectors noted on drawings shall be manufactured by Simpson or equal. Contractor shall report any differing conditions to the Engineer of Record prior to commencing work. ^ 4. All wood members exposed to weather or in contact with masonry, concrete or soil shall be pressure-treated. CONSTRUCTION NOTES: 5. Contractor shall provide all fastening devices necessary and suited for each application. Fastening subject to moisture shall be hot-dip galvanized to ASTM 153-80. W CONCRETE: 6. All metal connections and fabrications shall comply with A.I.S.C. specifications. 1 . All concrete shall have the following minimum compressive strength at 28 days: M slab on grade, ------------------------------------fc=2500psi7. Prefabricated structural trusses shall comply with NFPA National Design Specifications for o ti footings and remaining concrete Wood Construction, IPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100. N `r' N LO M p 2. All concrete slabs on grade shall be the thickness as Indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor � Z) � rn 8. All trusses shall be designed and certified by Truss Manufacturers registered Engineer. c� barrier. Such slabs shall be reinforced with 6x6 W1 .4 x 1 .4 WWM lapped 8" at edges and ends in conformance with ASTM-A 185, or c� _ X Fiber mesh Reinforcement shall be used with minimum 2 fiber length at 1 LB/CY complying with ASTM C 1116. 0 0 J LL 9. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at z Q� J 3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. Fill shall be compacted to a end reactions of all girder trusses. LU w z o density of at least 95% of Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termiteJ O 19t poison before slab is placed. 10. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal for approval. LL L U) Design notes to include the rated load capacity of the truss to truss connectors, and manufacturer's license = U co 4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95 % of Modified Proctor Maximum to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication andd Dry Density (ASTM D1557) for a depth of at least two feet. (2') below the bottom of the footing. installation drawings showing size, shape and layout. r ,-� LO CD l�-I CV 5. Where shown, cores of block masonry shall be filled with coarse grout or pea 11 . Bracing of trusses during erection installation shall comply with TPI HIB 91 . o gravel concrete with minimum compressive strength of 2500 psi at 28 days. 6. Reinforcing steel shall be ASTM A615 Grade 40 deformed new billet steel 12. All prefabricated wood trusses shall be securely fastened to their supporting walls or beams with 4.4 4., conforming to AC1301 , AC1315, AC1318 and CRSI Manual of Standard Practice, hurricane clips or anchors as noted in the Truss Connector Schedule. (latest editions). 13. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling. 7. All continuous vertical and horizontal reinforcing steel in footings, beams and columns shall be lap spliced a minimum of 36 bar diameters or 24", whichever is greater. STEEL: 8. The following minimum concrete cover shall be provided for reinforcement: 1 . Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings, 3"--------------Concrete cast against and permanently exposed to earth. (latest editions). SCALE: 2"--------------Concrete exposed to earth or weather, #6 Bar and larger. N/A 1 1/2"---------Concrete exposed to earth or weather, #5 Bar and smaller. a. Welded connections------------------------------ AWS D1 .1 • U.O.N. 1 1/2"---------Concrete not exposed to weather or in contact with earth for the primary reinforcement, b. Anchor bolts & threaded rods------------------- ASTM-A-307 0 DO NOT SCALE ties, stirrups, and spirals in beams and columns. c. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36 THIS DRAWING RELEASE DATE: 9. Horizontal beam and footing bars shall be bent 25" around corners or corner bars with a minimum 25' 11 -20-03 lap. (U.O.N.) REVISION DATE: 10. Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel. 08-21-03 Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. DRAWN BY: 11 . All reinforcing details shall conform to Manual of Standard Practice for detailing reinforced concrete CF/ DJM II structures ACI 315 (latest edition), unless detailed otherwise on the structural drawings. CHECKED BY: 12. All concrete work shall be in accordance with "The Building Code Requirements for Structural Concrete", JKH ACI 318 (latest edition), and "Specifications for Structural Concrete for Buildings" ACI 301 (latest edition). SHEET: r-"� V I N , MULL I Clb\N INC , ( 904) KE--�Y ................................ 220 Vols UUTLLT zzo ................................ WATL WOOL OUTLET _--_.--._..__--- �Lvvrz OUi,Lr 44" REC GFI �. sc — G,�,I.FAIVOImFr \ I I I II \ L_ _J 00 LIGHT \ d I ................................ 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L----.---_._.._---------J --- � L J DOWN _ —� `--- _ _ y SWITCH SWITCH z r r — BEL6V ♦� � ����. 4n \ —— /REC .a REa pNUNI. 5 WAY 5VCH REG ♦ REG \ . +WAY 5VZCH pHUNL 11 ♦ 1 \ I r I I p150NNLCT 5WITCH ................................. JLNCTION C30X REC \ / FC �REC Or ................................. CP LLt✓ .......................... I'NONL p .................................W - Llw� A LrzMosTAT p ................................. SMvI r��TucrOl2 WP • -vim sn SCONCE SCONCE No: DATE: REVISIONS: I I I I —J L_ 1 2 3 4 ■ ■ N� W NDM� FOP THE- Mc6OWAN ' 5 ■ �L�C�ICAL PLAN This drawing is an Instrument of service and the property of Kevin E. Mullican. and shall r� floor remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. 1 electrical Ian Job No: Sheet No: �10 SCALE: 1/�4"=1'-0" Date: II/20/2005 Scale: I/�" -0" A10 Drawn: Checked: ■ ■ ■ . KEVIN MULAICAN INC , ( go-q) KAY ................................ 220 VOLT OUVI r 220 .......................... W'Anr 'r UUP U�L�T _-- ---__—_ ___.__-------------- i � FLUUr Jui�Er rt?x,-x 44" I 44" GllU',trl.ET-4411 A.F.F.... . C4�i 'l-1" Ill �r ............................... WP DSI'l.l�r VVP REG PHONE PHDt d I ................................ O�tt1.Ei" / // \\ 5ror ................I............... t Ct s5E b IN7L�IU�`rDr 44" 1 t3:l CMI LIGHT UNDCA 441 I Ill All .�� �� GFI ( \\ ANT I / � I \ / / FCE55ED WArLQDU� AIL_- �� --_------__ I --\ EC /// REC I I-007 y IUND // I \\ WP , / WP/ C REC REC /t'CA8 /� I \\I \ / 4 "z a, /Q / I I -0 ® rLDon L6K I I GFI _— / \I / \ / - �/� / I\ // rev""✓A. �} ................................ pE NCAN1 �Ixru REC / 441 �! / WP I IGR WP SCONCE S T /10 CONCE I GFI I Scow \\ / I I REG�^ �0 / - ---- --- -- ---- --- - I -{]-- ................................ WALL VOUNTEp�IXTI L_�------ ----- --------J I \ • _� �`_ /_�/ IF_ _ —__ I T I I --- ------TT -- —__ i i Is ``` I __-------- -_-- ---- ................................ CEILINGMOIJNrE17�IXr II REC I I I / — II ��� I \ , -� I REC REC I I \ \ \REC UC \ I I ' \ ` / 11 TuLt `1111 SNrkrlf PENDANT --- I Hyl / I I \ \ �._ �♦ �� \ \ / \ REfAANT PErjQANT PEI�QANT / I I \\ \ --- 1 2 at SLI 1DF') SCENT AXP 4----s OT \ \ / ................ 1011_-Will FOP,CEILING FAN S C \ \ SPOT \�\ 11\ /r REC REC REG \\ PI , FAN/ ./® j \ 11 R 7'_6" VilLIGHr LIGHT L------��`� M/ � I I / I LIGI•ir '\10 LIGHTS L---i------J-- I J .................................. IVI&5rFMkrI LIGNf I , ABOVE I —`—T----__ I — --- --r---- —;—� 1 UP \REC /o / 01 1�0 EXTERIOR \ I ................................. 3 WAY 5WITCH UI �p BELOW I I N / / / \ \ I GHTS AT GARAGE 6 B / \ 1 4 WAY 5WITCH \ I / \ SPr1T \\ -1 T05WIT ESI / �FLOQR --- --�--- ---�-- kPil \ BELOW ----i --- ----- ----- - --- I--- _ --J DOWN r--- 1 —��-- ----__ -_— ------�--- t7!SCUNNlCT 5WITCH \ I L------ - --- \ RFk REC / I \,( •- • / I O JLINCTIDN COX TO LANDSCAPE----— \ I N LIGHTING I I I 1 11110 PHONE .......................... pNUNE © .......... T ElMOSTAt GFI , RjLc REC GC] ................................. SN1DK �ECTO2 WP WP _ _ • S17 SC -SC SCONCE '`� --� SCONCE No: DATE: REVISIONS: t 2 3 4 New HOME FOP-1- TH F, M 15 I �L�C�ICAL rLAN This drawing is an Instrument of service and the property of Kevin E. Mullicon. and shall 50con,J floor remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. electrical I a,i Job Na: 05-205 Sheat No: A9 SCALE: 114"= VV Date: 11/20/200 5c4310: 114,I'I'-0'' Drawn: K,�,MA9, Checked: ■ ■ ■ KT� VI N 1 , MULL_ I CAN ■ KAY (� ................................ 220 VOLT O,m Er 220 ................................ WA llwrloor omn. r_ ------------------1 WP WP i 1 GFI SCON FL 4012 JLItLET i UNITGFI WH I GFI — —-------------- I cel / I WH I I 01 ................................ II UNIT #2 I I I I I \ � 1 #2 I i 1 I ................................ I JLli"LE1" I I I mor r--_--� GFI UNITS - I I I HU ----------------- --------------------L-------j RIC L____J I — ----------------- 1 ................................ � CE55Ef7CANLIGI�f I I I I I I I REC � ® ................................ �CE55EC1 WATE'r�'r�DCJF WP I H-000 F: nOQP LIGNr WR / I I I I pFVGlAvr WSCONCE WP I {} ...............I................ PENCANT F XT P \ Y GFI \ I 1 GFI / ,� (� ................................ WALL VOLNTE D F Xr J� ----------------- --- ,.1' REC I I 1 2 FOR GARAGE DOOR OPENER I 2)r---j \ I GFI 4 TUX FLIIO SCEN1 F'XTLJ \ \ I I \ GFI ` I UND i FAN/r I I ......... 2VJM3 1,,M5CLW XTUT GFI // \ GFI f ................ Mt-M Fop CEILING EAAI GFI I �\ I ; i / // \\ /� SCONCE I of WP I / _ GFI i � ��� // \ I GF GFI y�- � - l`-- 44"- Al I LIN I --- QGF1 GFIQ CAB FANS L IGNT wP i w� i `\ REC 517 ................................. EX�IAJaSr FAN WITH LIGHT 5CCINCE` ——— ——————— _ — — 1!�CONCE SCONCE - --_- ................ -.......... .... 5W'IrCN ................................. 3WAY 5VGIC \\ j TO LIGHTS �� \ \` \\ `\ ........-....................... 4 WAY 5WITCH �o TO SWITCH / IN FOYER \ __ \ ................................. I715CONNEGT 5Wtt"CN � / I I \\ I 0JLNCTION rx.X 1 I J 1 /1 i I ry I ................................. CABLE TV / i pNONE .......................... t'NONE © ................................. 'rPMVOSTAr 1 ] ................................. 5MM PMC'ZX I I I I I I I I WP No: DATE: REVISIONS: GFI I I � I I I 2 I I I I 3 L_______________...-.-_.-...-_-_____-J 4 ■ ■ M� W HOME FOP-,- THF, M ■ ���C�lCAL I��AN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall fir5t oor be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. 1 electrical plan Job No: 05-205 Sheet No: A8 SCALE: 114"= 1'-0" Data: 11/24/200 Scala: Drawn: A(5K,�,M, Checked: ■ ■ KEVIN F , M UL, L, I CAN P F_ 516 N F__ P-1,� INC , ■ 12 4� R-30 INSULATION W/ 2"POSITIVE AIRSPACE UNDER SHEATHING ARCHITECTURAL ASPHALT SHINGLES ON 15# ROOFING FELT OVER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING OR 2'-6" 7/16"O.S.B.ON PRE-FAB TRUSSES @ 24"O.C. TYPICAL (U.O.N.) GALV. METAL HURRICANE CLIP (SEE STRUCTURAL) SMOOTH FINISH ON 5/8" DRYWALL CEILING (2)2"x 6"#2 SOUTHERN PINE TOP PLATE CONTINUOUS ALUMINUM EAVE DRIP ON SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES CONTINUOUS P.T. 1"x 2"NOSING OVER ON STRUCTURAL MEMBERS AND CONNECTIONS. CONTINUOUS P.T.2"x8 FASCIA BOARD. 1/2" DRYWALL ON 2"4" STUDS @ 16"O.C. CONTINUOUS SMOOTH LU R-19 FIBERGLASS BATT INSULATION BETWEEN STUDS CONCRETE SIDING, PAINTED. u: 4 P.T. 4"x 4"BRACKET Q 4 o) 012 2"x 6"S4S TRIM BOARD C° O 4 z HORIZ, LAP SIDING ON 15"FELT 3: OVER 112"EXTERIOR GRADE 0 PLYWOOD SHEATHING ON a 2" x 6"STUDS @ 16"O.C., P.T. 2"x 4"TRIM BOARD OVER 1'-4"DEEP TRUSSED FLOORING SYSTEM (SEE STRUCTURAL) P.T. 2"x 12"TRIM BOARD. SMOOTH FINISH ON �t. 518" DRYWALL CEILING SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. 1/2" DRYWALL ON P.T. 2"x 4"@ 24"O.C. W/1 1/2"RIGID INSULATION BETWEEN LL u: 4 co O ❑ z U_ O a- 0 WOOD BASE-AS PER BUILDERS SPECIFICATIONS, SMOOTH STUCCO OVER 8"C.M.U.(FIRST AND SECOND FLOOR) - 1'-4"D TR 5ED FLO G STEM r SE RUCTU SEE STRUCTURAL 1/2"DRYWALL ON P.T.2"x 4"@ 24"O.C. W/1 1/2"RIGID INSULATION BETWEEN No: DATE: REVISIONS: u. 1 u. 2 Q w zoa 4 O w O WOOD BASE-AS PER BUILDER SPECIFICATIONS. O N F-, W HOMF, a F SMOOTH STUCCO 4"CONCRETE SLAB 2500 psi W/6x6x10x10 OVER 8"C.M.U. W-W.M, OR FIBERMESH ON 6 MIL VAPOR F 0 It. (FIRST FLOOR) BARRIER ON TREATED AND COMPACTED FILL. THF, MC60W/1e1\N I 5 .A' GRADE ` 8"BLOCK FOUNDATION WALL W/1 #5 VERT. @ 48"D.C.. N �x-r��lo� .� ..� >.: . WALL SF_Cr1"I D N S 12'x 24"CONTINUOUS CONCRETE FOOTING W/3#5's CONTINUOUS& This drawing is an instrument of service and the #4's TRANSVERSE @ 24"O.G. property of Kevin E. Mullfcan. and shall ON COMPACTED SUBGRADE. remain his property. The use of this drawing shall be restricted to the original site for which it is pre-- 21_0• pared and publication thereof is expressly limited to such use. Job No: 03-205 Sheet No: J. Date: 11/20/2003 1 A I 566on Scale: A7 SCALE: 1/2"= 1'-0" Drawn: AlK.�,M, Checked: ■ r y ■ ■ • ARCHITECTURAL ASPHALT SHINGLES CN 15# r,[�, VI ill I t M ULL, I CAM GRADE PLYWOOD SHEATH NG OR EXTERIOR F-1516NF, r-'_j I • 7/16"O.S.B. ON PRE-FAB TRUSSES Q 24"D.C. • CONTINUOUS ALUMINUM EAVE DRIP ON f �2 J CONTINUOUS P.T. 1"x 2"NOSING OVER ■ ■ CONTINUOUS P.T.2"xB" FASCIA BOARD. P.T.4"x 4"BRACKET ' - --- -- HORIZ. LAP 51DING ON 15"FELT OVER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING ON 2'x 6"STUDS @ 16"O.C., P.T.2"x 4"TRIM BOARD OVER L Ell P.T.2"x 12"TRIM BOARD. • ARCHITECTURAL ASPHALT SHINGLES ON 15# ROOFING FELT OVER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING OR • 7/16"O.S.B. ON PRE-FAB TRUSSES Q 24"O.C. „ CONTINUOUS ALUMINUM EAVE DRIP Ofd CONTINUOUS P.T. 1"x 2"NOSING OVER CONTINUOUS P.T.2"x6"FASCIA BOARD •r P.T. 4"x 4"BRACKET - - - - - - - - - - - - - - - • SMOOTH STUCCO ON 15"FELT OVER 1/2"EXTERIOR GRADE t PLYWOOD SHEATHING ON 2"x 6"STUDS Q 16"D.C., (SECOND FLOOR) SMOOTH STUCCO OVER B"C.M.U. (FIRST FLOOR AND COLUMNS) oo STUCCO TO BE PAINTED r CONTRASTING COLOR ••t •✓ �• ,,;t• .;H::q.•• .,, •gid �;,�•�:: .".. ," BELOW THIS LINE, ol ♦ �,`,t.. :i... a �: ;w...:tii: 5 .� .•y tib:• .:;. .1f t• ••t+• _ .\: .fir ,f' .y •y' `N•t t v'. •t:r..•. .•j. �I0vaton A6 SCALE: 1/4'=1'-0" 9'-0"PLATE TOP OF WINDOW 11 00 10 Eli - - - - - - - - - - - - - -t a� THIRD FLOOR 9'-0"PLATE • " \ No: DATE: REVISIONS: 4 TOP OF WINDOW 2 4 .• •' tai ', " NSW HOME SECOND FLOG L For,, B'-0" PLATE I . • THF, mc'60WAN ' : . . • ' . : �\\ i s,. a, s. .^.`. .? v•tin �;,t.a�•. .t . .. •.. t•,H+ -a. '\. S/ 'J v .•. •r ,:3''•. '•a• ! ••. Wit• '?• ,a •\+ '.r. ••`,r..' TIrte :` '`, nr. y / t. .t � 'w .4'r 5�. .,� ••e• .• tti: •\ r;••�!•- �.' :t �. •. .,•••.• � «s �XI\ V ,_IOr?' +�� \ ,1• 'a' ••$•.►. •` ..i.+•'••C• •t •t .+• :+. ...;.:•,•• t.i •h: .i..r` •ti vs ••t•. eL.» '�• :"'�'� ti -�,� :rn .,h.r a r. rw•� :i .tt«+•�4 .r Ufa\..•+a •�• Vit.' i• } •.\,'y• A• •.tY• � ..+E.•, �• •1 .9i' y• t•-�•' ..4 •ir•i.t.�, •. !. 1. •,�•' "<.• r'• •�•' \. •trf•'' .r'' ••4 •\r :.1•�•S• •.ti n�: ,I..-.•.yl.:•1 .p•' ��y' .M' ~r '1,• �•�' •.•• J- ♦p•1• .t•'f ,'f• \ .1•• ••� +�' ...•• •t• •t r' •,>...:'N•`;r.s. .R i' •W' ~•�•: ',\rr. •f, .••;. i rr '�. •r' :r..'y.: Y: :�..• �,. \• •r•"• «:�' \:`: :•'t.•`Zy.:i+� :tiy ••`�' �^.i•: •.•• 'tf: •.�•� t.`•'.�+'•'�'.'.r•' /tY f:.::, t. ..•�j• � t. .�'• '.y. .�•'•\' :'? vJ: .e. '.a•�•wi ?.••�+ :u•• •f .a •'rw.•..� ii.'•'� .■ .'►' ::t•", .� ••�../•-.•y, :i•.•�. .�.•• !r s ,' �: r"`}., •.�..�:' :�. +'' :t- +t '� :�: �-s� �, :,:'�: dt _ :;��: "'M. This drawing is an instrument of service and the `ti• !. i-i•�� .c. r,'' 'q=- y.• •t•.' re. �.•.•t: v f ,' �.. A�' •• r,•. i ♦ ;.�'�.w . w •r t•' ,•'' .t« 'na .In .�• •t' •.►•. •fr J•• •� ` "'.. i•4�' •1•• y,., "r' ,,• •i.` " "e' ',;. r t Y . . propertyof Kevin E. Mullican. and shall FIRST FLOOR :" , � '•a`{' ;,....•r�. ;� ;:;. ��• .,'' r •s; .a:• .r' .n.. •• G-' f,;..,,...•t ••i ,\. wY'••t:• •., .i- •a ��-�•t•�.. _�_. . :ti. '.t.� t' �• '1 :•• ;" a?•'.d: �; ,;r.�. :;: , ;;.::::, ':�; ..� ,. .ti: i,; remain his property. The use of this drawing shall 4 a .r •J•',�:t'v�, ..•P• �t w ,y,. �4• s t' ~..•� ;7 �� i :l' .t ,t.h.'•a�•f•..• \ ` •,f•:.t:: _�' y� _rte :•3:•" •t• FINISH GRADE �• be restricted to the origi p nal site for which it is pre pared and publication thereof is expressly limited to such use. Job No: 03-205 Sheet No: IEE Date: 11i 20/2003 SCALE: 1/4"=1'0" Scale: V-4"x r-0" A6 Drawn: K,C ,M, Checked: ■ ■ COPPER CHIMNEY CAP e ARCHITECTURAL ASPHALT SHINGLES ON 15# [Q� VIN MULLICAN ROOFING FELT OVER 112" EXTC I GRADE PLYWOOD SHEATHINGOR R P� 516N[� P-1-, IN 7/16"D.S.B. ON PRE-FAB TRUSSES @ 24"O.C, CONTINUOUS ALUMINUM EAVE DRIP ON C 904 I> 12 CONTINUOUS P,T. 1"X 2"NOSING OVER 41 CONTINUOUS P.T. 2"x8"FASCIA BOARD. 9'-0" PLATE P.T.4"x 4"BRACKET TOP OF WINDOW HORIZ. LAP SIDING ON 15"FELT m OVER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING ON 2"x 6"STUDS @ 16"O.C.. 4 a� so P.T.2"x 4"TRIM BOARD OVER v� P.T. 2"x 12"TRIM BOARD. I 1E1 lEli THIRD FLOOR ARCHITECTURAL ASPHALT SHINGLES ON 15# ROOFING FELT OVER 112" EXTERIOR 9'-0" PLATT= GRADE PLYWOOD SHEATHING OR 7/16 O.S.B, ON PRE-FAB TRUSSES @ 24 O.C. 4 TOP OF WINDOWCONTINUOUS ALUMINUM EAVE DRIP ON `n Cn CONTINUOUS P.T. 1"x 2"NOSING OVER - CONTINUOUS P,T, 2"x8"FASCIA BOARD, 00 4 P.T.4"x 4"BRACKET a� ;0r `P P.T.6"x 6"POSTS. SMOOTH STUCCO ON 15"FELT SECOND FLOOR OVER 112"EXTERIOR GRADE PLYWOOD SHEATHING ON `t 8'-0" PLATE 2"x 6"STUDS @ 16"O.C.. t- ' (SECOND FLOOR) TOP OF WINDOW SMOOTH STUCCO OVER 8"C.M.U. (FIRST FLOOR AND COLUMNS) 4 STUCCO TO BE PAINTED "� •':• ,• r .ti�• _r: t, CONTRASTING COLOR ca .:`' J ,...•.� :«•'•�:• �w .: .•,' ��' `r ;�.: r•; : »2" w :�: : .:.' : .. •�,. BELOW THIS LINE, •.r •Z: ':•.' :••• •�. yr•% j\. J-t .•. j. Y•' ..Ar.,. .r+: r. • ':1 l'.. � •. •t •� r� '• ��•• ,, t.• �fYf -• "r• ;_., t •'' : •r' �•• :�" •! .,..• . ~\,..,+•. v 4 '. �. i�r : •...,, Yr•S ..• : N y: r,•.i + f.,: y' '. ' �,:. .,: •; ,• .,•• `+ 1, ,•Y•r: 'R• Y 8„x 8"HEAVY Y:.;. ,• y:.1• .h'.. M .'.' "� _; : �; :." .. .{•. c •N.' TIMBER FRAMING FIRST FLOOR ., - ,.ar •.t. :_ •�; ,j•: •.: :. tic. :• '_,': • , •.• , -' ..� •.�:� ':t•. •%r. �:t� '•r rr, f�.•h' l +,t•,•t' � •. ? :..•r... � �' ;ft�r• .••i P .t .� :1 "i. ,ti .�• l�:� ." ::M:�'';" ,:z,.'+' :i..:` .!'i�f�''� '.Y "'. :,:.W :. •;'': y,:, 16"x 16" BLOCK PIERS 4 FINISH GRADE HORIZ, LAP SIDING ON 15"FELT DECORATIVE BRACKETS OVER 1/2"EXTERIOR GRADE 1 150u h elevation DECORATIVE WOOD SHUTTERS PLYWOOD SHEATHING ON 2"x 6"STUDS @ 16"O.C.. A5 SCALE: 114"=1'-0" SMOOTH STUCCO P.T. 2"x 10"TRIM BAND OVER 8"C.M.U. WOOD FINISH OVER GARAGE DOOR. ARCHITECTURAL ASPHALT SHINGLES ON 15# ROOFING FELT OVER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING OR 12 7/16"O.S.B. ON PRE-FAB TRUSSES @ 24"D.C. 4 r� CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER CONTINUOUS P.T.2"x8"FASCIA BOARD. P,T.4"x 4"BRACKET HORIZ. LAP SIDING ON 15"FELT EB• OVER 112"EXTERIOR GRADE PLYWOOD SHEATHING ON 2'x 6"STUDS @ 16"O.C., P.T. 2"x 6"TRIM W/P.T. CROWN,SHOE,AND SILL. P.T. 2"x 4"TRIM BOARD OVER 9'-0" PLATE P.T. 2"x 12"TRIM BOARD, No: DATE: REVISIONS: • ARCHITECTURAL ASPHALT SHINGLES ON 15# 1 ROOFING FELT OVER 1/2"EXTERIOR 2 GRADE PLYWOOD SHEATHING OR FM 7/16"O.S.B. ON CONVENTIONAL FRAMING. 3 13, ol 4 4 CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER „ OPEN RAFTER TAiLS, • '. • - 6"STUCCO SILL. SECOND FLOG • ' r 8'-0" PLATE SMOOTH STUCCO ON 15"FELT I` • OVER 1/2"EXTERIOR GRADE { Mc6OWANI` 5 PLYWOOD SHEATHING ON I I I 2"x W STUDS @ 16"O.C.. (SECOND FLOOR) FTT1 . • ■ ■ ri SMOOTH STUCCO �/ I o i,j �_. j. „:. r. .P,.. :. ,`'r. ti� .. .•: ':: r• ,'• .. OVER C.M.U. :,::• FIRST FLOOR) 4. EEy,�-rioN y "�. 't:, -ti•• :r.\.:r.'N,• t... :y�••� .wt.•\F../.^ Viaa• %t Y.i•1»,�4•' ... .. ja I•{' .Y•.S•.,+.�• 1 •,.:•i •Yr •r ••'„=a •i•• �� \Y'M .r1•• ” STUCCO TO BE PAINTED •jr ry a m service and '.:�'• n instrument o rvice the ':•� 19 dr is tru f �•• '..: CONTRASTING COLOR Th drawing :i_ K an. d shall s:' ro arty of Kevin E Mulltc a all ':. t ST F ,: '•'r P Y FIRST FLOOR .. •.•' 15 OW LINE B TH �.::.`� ' �.i. �•h tea:. EL �w' 'Y' r• 1 in s a '•v• remoln his property. The use of this draw hall r t P oP Y• 9 .S•a . vt: •r.' •�:.. which is r `..+ :. �.•' •��: be restricted to the original site for ich t e— pared and publication thereof is expressly limited to such use. Job Na 0-205 Sheet No: 2 north ovation Date: I1/20/200 A5 SCALE: 114"=1'-0" UE1 Scale: Drawn: Checked: r r V I N F,� I M UL, L, I CAN 54'-0" p� 516N[ I INC I 27'-0" 10'-0" 17'-0" ( 9 014) _7 4� -� � 1-q 13'-6" 13'-6" 5'-0" 12'-0" ■ /`J ■ 6'-8" 6'-10" 5'-4" 6'-8" 2'-0" 4'-10" 2'-2" 11'-4" T-0" 3'-0" 2'-8" 2'-8" 3'-6" I I I I I � z ------------ r - � I I 1 203 CASE I 3050IDH jL_ 1 tp 33 U LU � BATH #3 I " I � I 00 j 50 9'CLG vo q _ 20-2" N 0_ 2.-4.. N M ' O> 2�5182 68 BEDROOM #3PET I P CKET 9'CLG 0 I 1 1 j w BATH #2 CLOSET #3 `r' Q 9'CLG I 9'CLG 3050 DH a ---------- _—n' 2468 c 7 I I I I POCKS I ❑ _ d_ _ � co co CLOSETcc CLG �' -1 2668 — - BEDROOM #4 ' 1616 IX ' ----� L `-___----- 9'CLG TEM OBS 305 DH T P -� N 13 BEDROOM #2 i t4tli " --- TIC _ i L- I 9'CLG IAIBOVY, I I j' � in o �-- CAB � R��N � 6'x 4, � _— PIROVIDE 4 I TUB AREA � _M ACCESS o _ r N IN CLOSET � I In - r L,C CABDOBATH #4 _ — L — SEAT TEMP --- 2468 9'CLG � LINEN GLASS � e " OVE CAB MASTER I CABINS ENCLOSURE 1 -- --- -- I I-- w ❑ , I I CLOSET 266 I co x _ 9'CLG 4 1 o BATH I - HU# � I �" c' 9'CLG � � Ln ZD CLOSET#2 i LAUNDRY ~ 3'-6" 1'-11" L 5'-5" 3'-8" 3'-4" 7'-4" 1 - 9'-0" --- n 9'CLG i LAU N D '0;U ___ __ ____ 2468 1 KNEE 90 CLG POCKET -�� j I c°7v)°0- UPPER 2668 --- — (� SPACE �.J I I ' HALL CORE - - 2468 SQUARE FOOTAGE--_- `" 1616 IXED I T-,----- 2650 DH -r 265 H 2650 DH 9' CLG POCKET iv s Lt-f----- - --- -� � ' n _—_—_ N N FIRST FLOOR A/C: 886 S.F. I I DOWN C3 PORCH: 80 S.F. CD GARAGE. 740 S.F. OPEN I , , o TO BELOW SECOND FLOOR A/C: 1632 S.F. ---- -----�---�--------�- I -�----�--- N 31 8" 5' 0" 3� 811 � I I I I I MASTER a PORCH: 458 S.F. 9'CLG 4 THIRD FLOOR A/C: 1610 S.F. PORCH: 112 S.F. I I I j I Ln I I N 6068 FRENCH W/ TOTAL AIC S.F.: 4128 S.F. 2068 SIDr-LIGHTS ' TOTAL S.F.: 5518 S.F. MASTER PORCH 4 No: DATE: REVISIONS: � co I I I I I 1 I L -I 9 PLATE BD I I I I I I 2 ' 3 4 ■ MENEM ■ IN N N � ■ NSW NOME 2'-10" 3'-4" 5-7N 1'-9" 1 -'� 3'-6 6'-8" 6'-0 7-0 71-0" 6'-2" 7'-4" 7'-10" 3'-0" 141-011 3'-0" O 211-4" 12'-811 20'-0" Mc6OWANI` 5 541-0" ■ ■ FLAN This drawing is an instrument of service and the property of Kevin E. Mulliean. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. thirJ floorplan Job No: 03-205 Sheet No: A4 SCALE: 114"= 1'-0" Date: 1/20/2005 Scale: /�}, 0A A4 Drawn: Checked: ■ ■ 67''4" V I N F , M UL, L, I CAN 54'-0" 13'-0" 27'-0" 14''0" 17'-0" ( 9 O4) 101-01 3'-10" 4'-6" 8'-8" 5'-0" 5'-0" 4'-10" 5'-2" 7'-0" 10'-0" ' I (3)2 150 DH I f i I (2)3 ODH I , ------ __------�----- z i CD - ? BACK LIVING PLAY OFFICE _ PORCH 9'CLG 9'CLG I I 9'PLATE + r (2)13036 CASE � a 1 + _ I LIVING I DW I I DECK i ; 4068 SLIDING 4068 SLIDING �� -- 406 BI- OLD FRENCH FRENCH \ %�t� KITCHEN v S I I 00 I STORAGE J 9 CLG -------- -- - -----_ - ---- I N i_____________--_ 1 I DESK 9c— �i4 1 3 50PANTRY/ I I I 6068 FRENCH W/ -1 STORAGE 1 I + w } 2068 SIDELIGHTS I I I I z - ---- ---.._ -. --- -- -_ --- 406881'F LD L-----------------------I 1 z `4 I I --=,1 _—_ � CLF ---------- ------- 0 —_- --___— O OO I I DiNING WAIE I I �y �I o`2 -0"a 1 9' CLG ISLAND C, Cl) _ M — I 10'-0"x 6'-0" II 1 I L--------------- I I JL 2468 I ---------------------------------- SOLID F----------------------� I COREi r--------------------------------- iQ co a I I I c) Ul) C? I ( I a I + `° P WDER J y LIVING LG I �- I 9'CLG BENCH DOWN SQUARE FOOTAGE . O 2030CASE� 2030 CASE L--------------------- -__------1 N Q 4 - - =� r ' ) (3)20DH I ; ---------------------------------7 o N FIRST FLOOR A/C: 886 S.F. C] LINE OF FLOOR OVE PORCH: 80 S.F. uw I I I GARAGE: 740 S.F. I I I " OPEN I i I `D + TO BELOW + 1 I I I i I I i i o SECOND FLOOR A/C: 1632 S.F. PORCH: 458 S.F. C9 UP ------------- ------- ------- J DOWN1 r--------�-------_----------------- 1 L---------i o FOYER THIRD FLOOR A/C: 1610 S.F. ----- -- -�-- --------- ----- -- 1 -� 9'-4"CLG LO � I I PORCH: 112 S.F. I I � 6068 FRENCH W/ 2068SID�LIGHTS L - - ----_--__J M AND TRANSOMS _ -_ 4 i I j —R ---_ _--- N 1 ABOVE 6068 FRENCH W/ TOTAL A/C S.F.: 4128 S.F. 4 ENTRY 2068 SIDELIGHTS TOTAL S.F.: 5518 S.F. PORCH I I 15'CLG ' 1 I I I FRONT LIVING nn PORCH -� No: DATE: REVISIONS: L I 9'PLATE i;p I I I I I 2 4 ■ ■ 2'-10" 2'-10" 5'-0" 5'-0" 2'-10" 2'-10" 6'-8" V-8" 7'-0" 7'-0" NFIW N 5'-8" 10'-0" 5'-8" 21-4" 14'-0" 3'-0" o 21'4" 13'-4" 19'x" 5 THF, Mc6c \ /� // \� 1 I This drawing 19 an instrument of service and the property of Kevin E. Mullicon. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to 1 S000�1 G'! floor I�� such use. Job No: 03-205 Sheet No: A3 SCALE: 1/4"=1'-0" Date: 11/20/2005 Scale: 1/411s11-011 A�� Drawn: Checked: ■ ■ ■ Q� VIM I AALILLICAN 67'-0" 54'-0" 13'-0" 27'-0" 10'-0" 17'-0" ( 9a4) /4� l �74 21'-11" 5'-1" 3'-5" V-7" 9'-10" 7'-2" ■ 4'-6" 11'_0" 6'-5" 2'-3" 41-4" 4'-7" 5'-3" 1'-8" 51 "6" I 1'-4" 13'-4" 11-4" 3'-0" ' -----'- -------- --� 2030 CASE I 3068FRENCH I AIji C#1 I WORK BENCH I I ' ❑ MECHe w 8'CLG I I I I I I 4 I I A/C#2 �? m � I � I \ 1 1/ 1 vU WH#2 I I I I I I I I I _ I � \ I MECH #2 I I AIC#311 ❑ I 8'CLG I , II T �- -___- -_..-L�L_.�__._..�J a ------ -- _ ��- --- - 1 1 COVERED ° POOL DECK 4 L--- ' ---- II I - 1 .T I I 1 CO M I I I I I I ❑ I I FLEX I I 1 1 GARAGE PANTRY I ' PORCH II 8'PLATE co ct 8'CLG I I I /�� { r I � O �I IY I ICl' I i � 1 30681FRENCH (3)2 50 DHS I 246u/131IFRENCH OBS a0 r 0 B CNA R I I o m 0" N I I POOL BATH I I I I I I DROP i FLEX 8 CLG I I I 00 I I 8'CLG 8'CLGw I I Ul) 0 i C U 0 47 I I 0 I oa ~ I I co to o I -- I I CD o U I UNDER 1 I 1 RtI ti l��l I ---------tebWT -- LINEN 160700D I , �EF J CAB SQUARE FOOTAGE 3068 2668 2668 2468 - POCKET i POCKET N o 00 -, _—__� N n co FIRST FLOOR A/C: 886 S.F. " T i LOWERi - I u7 � Q I i HALL UP M Cj PORCH: - 80 S.F. s CLG _ 04 GARAGE. l40 S.F. i I W I I 4 1 ; > ; SECOND FLOOR A/C: 1632 S.F. --- --------------�-------- _---- I� o z 1 - I I I ;t PORCH: 458 S.F. 8'CLG oo p I u, J I 161-4" '-0" N I PROVIDE STORAGE o I THIRD FLOOR A/C: 1610 S.F. 1 UNDER FOYER LANDINGw i PORCH: 112 S.F. 7 O z coo I DI 'r m 2 [2--IsTOTAL A/C S.F.: 4128 S.F. M 3ICASE ICASE CASE a STORAGE I r TOTAL S.F.. 5518 S.F. CO Uj I ' O O 1 I I I I No: DATE: REVISIONS: I i 2 I I I I 1 I 3 10'-8" 10'-8" 1'4" V-7" V-7" Ll'-4" 1'-7" NFIW H �' 1'-11" 14'-10" 2'-7" F ol` 21'-4" 13'-4" 19'-4" THI� /\Ac60WAN ' 5 54'-0" 13'-0" ■ ■ FLoo�: PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which It is pre- pared and publication thereof is expressly limited to s f i rs� f 1 oor I al Job No: 03-205 Sheat No: A2 SCALE: 1/4"= 1'-0" Date: 1/2012005 Scale: 1/ =I'`0" Drawn: K,�,MA2. Checked: ■ ■ a ■ 67'_D" Q� VIN , MULIL11CAN 13'-0" 27,_0" 27'-0" 17'-0" ■ ■ 6'-0" 8'-•D" 3'-0" 4"CONCRETE SLAB W/6x6x10x10 W.W.M. &8"TURNED DOWN EDGE ON TREATED AND COMPACTED FILL. IF——'——————- 1'-4" 13'.,4„ I 3'-0" ✓I X-0'x 3' D"X V-0"r � CONCRETE AD ----- - --------- W/4#5's CONTINUOUS EACH WAY. L - - -------------_---r— ---------------^� t11�C#11L� I- --a-- — I •I I I I I I " I I L� _.Y J , i I I I I L_ I J �__1 _� 11 �1t I I ' T_� 4 I II�C# I 4"CONCRETE SLAB W/6x6x10x10 .1 j { _' W.W.M. &8"TURNED DOWN EDGE �' I I I I I I ON TREATED AND COMPACTED FILL. I I AIC#21 I I I I I I I 1 11. '� .� I I : �• • ' � I "I� I I I I I. i--- L — 1 I I I I j I I i Cr) T_ 36"x 36"x 12" I I ! '• .4"CONCRETE SLAB 2500 psi W/6x6x10x10 � .• • ' • PAD FOOTING WITH I I W.W.M.OR FIBERMESH ON 6 MIL VAPOR I I I I a I 4 1 I I I BARRIER OVER TREATED AND COMPACTED FILL. w 1 1 I I I I ' (4)#5's EACH WAY — I — AT BEAM-02 1 I I I I I I I r— T , e I I + I L----� L---'----4— --------- ------- --- ------- --- % I I I �. I I. . . I I L ------ --------------- ----- ----- ———- 16"BLOCK PIER I I. RECESS SLAB 4" I I iD FOR SHOWER. I I ' -D" I I I °p 4"CONCRETE SLAB 2500 psi W/6x6x10x10 h. I W.W.M. OR FIBERMESH ON 6 MIL VAPOR I I I BARRIER OVER TREATED�AND COMPACTED FILL. I I I o 4"STEP I 3'-0"x 3'-0"X 1'-0"DEEP Ti�ICKENED o I I ( I t I I I ' SLAB W/4#5's CONTINUOUS EACH WAY. Al J-------------------- ------- If L ---- ---- L + _-- • _--_-- --------� _l- i---- -= ---- '----- :-- ---____i � 4 T co C14 C14 • I I .' 1 7- 2'0' 2'-0"WIDE x 1' "DEEP THICKENED I I SLAB W/3#5'S CONTINUOUS. •� I � 8"C.M.U. STEM WALL. _J_ _------- I I I I I I 9'-8" 3' 12"x 30"CONTINUOUS CONCRETE ni , j I iv I• I I I A ' FOOTING W/3#5's CONTINUOUS& cv I I I' sp I I I 'I I #4's TRANSVERSE aO 24 O.C.ON I I I COMPACTED SUBGRADE. ----. I -------- --------__ • �� I I r_:_- _ _ y -__ _ .___ -I I I I I I I �I i i I I I I 16"BLOCK PIER I I iv I y - ---__--- — I 4 E : REVISIONS: I I L — --- J39"x 30"x 12PAD FOOTI G W TH@)#5's EAC WA . � (TYPICAL) 1 - - 1,4" 3,_2N " 3, 20 , " N Y.� • " �o. • , 109-841101-8" 1-2" 11 0 1 2 1',4' , X 3'-2- 1-4 L 1-4 21'-4" 13'-4" 19'-4" TH� Mc6OWAN ' 5 54'-0" 13'-0" ■ ■ FOUNPATION p�AN This drawing Is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of, this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. founjabon plan Job No: 0�-205 Sheet No: Al SCALE: 114"=1'-D" Date: 11/20/2005 J7FEK. HULSBERG P.E. Scale: 1/4"=1'-0'' FC P5 o,33152) Drawn:ARTLEY RD.,SUITE 202KIM' JEFFREY K. HULS9ERG, P.E;• KSONVILLE,FL.32257 Checked: 86 2401 Fax 904 260 4367 QJM r,,� V I N , M UL, L, I CAN INC C 904) ■ ■ 92.33' i r r i iMOM iMEr i 1 i i 1- I 1 i PROPOSED 1 16' x 32' POOL ! 1 I . 1 ! 20' B.R.L. 1 -------- - ---=----------`-- ----------------------------------- - --------------------------------------- -- - --------- i - ---- ------+-------------------------------------------------------------------------- 1 1 :`-------- -----, !• SED 1 I PROPO ;I. PATIO I �;AlC iM li TJ I.• _ 1 � lF�eeli lVI I 11- , I 1 PROPOSED - I ' 1 HOME1 Lf 1 � ; I = 1 i 1 1 ; I , I I i caa , O co col Cd 1Q O ' ' u ' I rO PROPOSED - DRIVEWAY - I I PROPOSED I - GAZEBO IHI LU I i 20' a.R.L. -- - IMrrPyIOu5 ---------------------------- PROPOSED WALKWAY 1 LOr ASA, 9,042 5f, I ! 1 � 1 �UILnING ASA; i706 5f I , ' ! FAr105 M12 WALK5 1125 5F, 1 , I 1 88.39' bf�IV�WAY: 806 5,F. FILE COPY e • / 0F IMr'EPW0U5 'IL w---- a 3 No: DATE: REVISIONS: F a U R T E E N T H S T R E E T 2 3 -F4 APPROVED CITY OF ATLANTIC BEACH _.._.._.._.. _.._.._.. ..._.. . .._.._ .._ .._.._.._.._ . . _ .._.._.._ .._ .._..-.._.._.._.._.._.._.._.._.._.._.._.._.._ ��aN2 �� o NFW HOMO SAN �� zoo4 For ■ ■ R E C E i v E DA�CN l- �jC 1"UI��L CITY OF r?TL.4i`JTI^, BEACH :JAN 15 2004 This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre- 1 arch&ctwa! 5 i e an BY: �� pared and publication thereof is expressly limited to SCALE: 1"= 10'-0" such use. 5P1 Job No: 05-205 Sheet No: Date: II/20/200 Scale: 1 1 1 ¢ 10'-0" FILE [ Drawn: K.�-M Checked: _ ■ ■ n U fo ^f � � •moi[ .. C = l/} r'� A V � 03� a � m 'ate �` � � a �ad• DQ.. •y. �" -�� � ``�, � � A . .. 4m a Q a 9 As fa N �O Lor x� A [7' Ate, ` Z �` ...... l♦ ). 7 A M a g a Q3 �y LOr O ri 141 � C w 41 loot aq , e-vT S � � a El1C�/ .4V6-•