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319 12th St Addition 2015 DESIGN SPECIFICATIONSGE ERAL NOTESSPECIFICATIONS DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR FLOOR SHEATHING SPECIFICATIONS 2010 FLORIDA BUILDING CODE RESIDENTIAL DESIGN PRESSURES S PRESSURES PS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6 O.C. EDGE & FIELD DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PI-AN. RIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. GARAGE +32.3 ROOF SHEATHING SPECIFICATIONS: AA R f E s ZONE PSF = - „ (PSF) a 4 6 DOOR _ - D OSB OR PLYWOOD SHEATHING NAILED w 0.113x2 RING SHA SLATE MIN. 19 32 32 16 APA RATED N NK NAILS @ 6 O.C. EDGE & 6 O.C. FIELD AT A , GABLE ENDS DECREASE EDGE 43.6 / / / ( E NAIL SPACING TO 4 O.C. WITHIN I Lou Ponti3o.:><<nd DESIGN LOADS: ACTUAL AND UNIFORM j 1 +25.6 -27.7 +25.6 -34.2 (8 x7') 4'-0" OF ROOF EDGE). Associates, Inc. ROOF FLOOR 0 - ----- 2 CAR ROOF LOADING (cd=1.25) (cd=1 .0(` 150 +22.9 -25.0 +22.9 -28.8 GARAGE +29.4WALL SHEATHING SPECIFICATIONS:_ 7/jr,", �° » 420 Osceola Avenue FLEXIBLE FINISH-MIN. 24 16, APA RATED OSB OR PLYWOOD SHEATHING FASTENED w 8d @ 6 O.C. EDGE AND 6 O.C. FIELD. SHEATHING MAY BE TOP CHORD LIVE LOAD 20 psf 40 psf '- --- DOOR -36. / � / Jax. Beach, Florida 32250 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) "10 psf 1 00 +21.8 -23.9 +21.8 -26.6 (16x7 INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD CEMENT OR VINYL SIDING HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. TOP CHORD DEAD LOAD "10 si ---- ) ' ' [ h. 242-0908 Fax. 241-9557 20 psf (TILE SHINGLES) p FL: CA# 8344 SC:CA#3579 BOTTOM CHORD LIVE LOAD 10 psf 0 psfi STUCCO FINISH,-MIN. '/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL CONTACT US WITH YOUR COMMENTS BOTTOM CHORD DEAD LOAD 5 psf 5 psfi 1"HE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). T E STUDS ABOVE "WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED B COMMENTS @ LP A.COM I . �;YYIIlIdr DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTIO MASONRY SPECIFICATIONS: ;I-TALL 8E PERMITTED •�``� \'� .•••••°•• ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 ,;'v ��CENs''•.G' '' FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 DAY COMPRESSIVE STRENGTH OF 2000 si PER ASTM C1019 GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND �'0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOH1. TYPE M OR S. TYPE N MORTAR MAY B USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. -- -I POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. .` 0. 311 WIND LOADING: CONCRETE MASONRY UNITS (CMU): WITH I ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WI LINEAR INTERPOLATION IS PERMISSIBLE. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1 NORMAL WEIGHT, WITH A MINIMUM `COMPRESSIVE STRENGTH OF 1900 psi f'm=1500 psi). GROUT ALL '��'; � E OF MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF' P ( P ) p BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINT` PLUS PRESSURE AND MINUS = SUCTION. CELLS CONTAINING VERTICAL REINFORCEMENT IN 5 -0 MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". rJ�''-�, F�'<�R�p•P' t •�`` N OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOF S���NA�LI�E ,,.``'� LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MUI_TIPL IFI) e, DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEE STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ­SPI__rICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR FHE, ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT REVISIONS DATE BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE IMPORTANCE FACTOR ----------------------- I HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL MEAN ROOF HEIGHT ----------------------- 98_ BE A MINIMUM OF 6". 1 ROOF PITCH ----------------------------- VARIF-` a �I�-.I� CLAY MASONRY (BRICK): I BUILDING CATEGORY ----------------------- II I ! -- I I BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. EXPOSURE CATEGORY ---------------------- C. ' a CONCRETE SPECIFICATIONS: ENCLOSURE CLASSIFICATION ------- __------ENCLOSED SIL-.I�- DENOTES EDGE STRIP. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI FIELD ALTERATION INTERNAL PRESSURE COEFFICIENT -------------- T 18 �'- ' SEE C & C CHART AT 28 DAYS 1 , , CONTRACTOR SHALL CONTACT LOU ! ABOVE FOR a DIMENSION CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PONTIGo a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL 1CONSTRUCTION DOCUMENTS.ANY MATERIAL SPECIFICATIONS I 1 _ 1tc GENERAL NOTES: BELDALTING ROATIONSVED BY ADE PRIOR � 1 __� FIELD ALTERNATIONS MADE PRIOR TO O Ft ------ - FOOTING AND FOUNDATIONS: ASSOCIATES MAY RESULT IN it 7 a a ADDITIONAL ENGINEERING OR FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS INSPECTIONFEES. HARDWARE AND ANCHORS: o ;---_ _---; RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WIT ASTM A 307 OR ASTM F 1554 GRADE 36. 7r �a� ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. NO-1 ACTUAL PLAN] a WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADF H • FOUNDATION PLAN ONLY CONVEYS. STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HE> LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN ,OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION U METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSE 1' EXTERIOR SHALL BE GALVANIZED. � PLAN. IF FOOTING SIZE OR LOCATION 15 NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) _ RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REbAtr SCOPE OF SERVICE4 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL 8E __ UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 C j @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH w U. LARGER THAN REBAR SIX AND '/$" LARGER THAN THREADED ROD I :E i MEANS AND METHODS: ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS Q) (U.O.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBL.E a E U ^-r' FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR ' �: '�� ��-� � ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODI� CONCRETE SLABS ON GRADE: _ � SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY (DUAL CARTRIDGE INSTALLATION ONLY r SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, ,CQMPACTEyD_ EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR Q. HER 'PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY 0 z EPDXY: ITW RED HEAD A7 PREVENTION OF SUBTERRANEAN TERMITES.. S'AWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRIDWITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT t1- 0 TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT O REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. SLAB CALL EOR FOR ALTERNATIVE METHODS. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. f)f.JGoMENTS V WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD FRAMING SPECIFICATIONS: I-MITS w017. STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: , LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBE7 L -- ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS NDS FOR WOOD CONSTRUCTION LATEST- ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT ( ) - n i I-IE ITEQS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE - ( ) t � Q) SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES EL �.Ir`AI"FFD TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WITH MASONRY, CONCRETE OR SOIL ;-SHALL BE -PRESSURE-TREATED. IF, ACQ OR NON DOT BORATE PRESERVATIVE TREATMENT IS USED;, ..aLL A'T =ACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA /''� Q j MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi PRESERVATIVE IS USED, ALL ATTACH'�D FASTENERS SHALL BE STAINLESS STEEL. ❑ v 1 WOOC� PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND f= ADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED } I i I-RE- ENGINEERED WOOD FLOOR PRE-ENGINEERED WOOD TRUSSES:AND ROOF TRUSSES, FLOOR FRAMING NOT �- ����.�: SHALL BEAR THE °SEAL OF AN ENGINEER IN THE STATE :WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA TPI, AND AITC 100.'CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS C SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY �I INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL i TRUSSES SHALL HAVE TEMPORARY BRACING PER- 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL"""P LATE ICONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE- PLY TRUSSES, PLACE ST APS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: #4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE O MANUFACTURER'S REQUIREMENTS: CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM O V J METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR ,HALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. , = Q WATERPROOFING: . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE :,DESIGN/INSTALLATION OF ALL WATER PROOFING. L. J I 7 4­0 w C SIMPSON CONNECTORS WOOD FASTENING SCI- EDULE PLAN LEGEND AND ABBREVIATIONS .� UPLIFT ' MEMBERS CONNECTION Ln FASTEN �� INTERIOR LOAD BEARING WALL CONNECTOR SYP SPF FASTENED` F !_ ; CODE TYPE ® BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS @ 12" STAG. A35 450 450 12-8dx11/2" )446.4- r TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d 3-GUN NAILS H6-1 2 H2.5T 600 520 5-8d EA. END -- I 1478 3 / HEADER SIZE JACK AND KING STUD - - DBL. TOP PLATE TO STUD FACE NAIL (2-16d 3-GUN NAILS ................................ DESIGNATES SHEARWALL. THE / QUANTITY. STRUCTURAL DRAWING INDEX DESIGN H8 620 530 5-1Odx1 '/ " EA. END 470.3 ..............................- HIDDEN LINE DESIGNATES SIDE OF 2 ` RIM JOIST TO TOP PLATE TOE NAIL (8d Cd? ") GUN NAIL @ 6" SW WALL THE SHEARWALL SHEATHING MTS12 1000 860 7-1Odx1'/2" EA. END 10456.3, NAILING: TO 13E APPLIED. 8d @ 3/6 SO.0 DESIQN, CRITERIA AND GENERAL NOTES CRITERIA _- - - CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS 8d@3" 6" DESIGNATES 8d COMMONS @ 3 HTS20 1450 1245 24-1Odx1 '/2" EA. ENF 387%.3 / O.C. EDGE & 6" O.C. "IN THE S1.0 FOUNDATION PLAN AND 1 CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d 4-GUN NAILS FIELD" MSTA24 1765 1270 � 9-10d EA. END 13872.41 S1.1 FIRST] FLOOR WALL FRAMING PLAN - f - CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d 8-GUN NAILS S1.2 SECOND FLOOR WALL FRAMING PLAN GENERAL MSTA36 2050 1870 13-10d EA. END 3872.8; ADJ - ADJACENT LG - Long ; - fi -- _ S1.3 SECO D FLOOR FRAMING PLAN 18-16d TO TRUSS/BF-.AMI JOIST/TRUSS TO PLATE TOE NAIL (2-16d 3-GUN NAILS BM - BEAM MANUF Manufacture N NOTES HTT4 3480 3080 - - 1496 2 1 BOT - BOTTOM MONO - Monolithic S1.4 ROOF) FRAMING PLAN 1-5/ "O ROD TO FTG. RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS s BRI - BEARING OC - On Center LARCHITECTURAL CALE DIMENSIONS FROM 32-16d TO TRUSS/f�F AM 1 JACK RAFTER TO HIP TOE NAIL (3-10d 4-GUN NAILS CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board S2.0 SECTIONS & DETAILS WINGS.IFA DIMENSION IS EAR REFr-R TO THE HTT5 - - 11496.2 DBL - DOUBLE PERP - Perpendicular S2.1 SECTIONS & DETAILS DRAWINGS OR5250 4670 1 5/8"0 ROD TO FTG. { ROOF RAFTER TO 2xRIDGE BM. TOE NAIL (2-16d 3-GUN NAILS NTACT THE E.O.R. DIA - DIAMETER PRE ENG - Pre Engineered S2.2 SECTIONS & DETAILS 6-10d TO HEADER r- CONT. HEADER TWO PIECES FACE NAIL 16d@ 1 O.C. @EDGE EA - EACH PSF - Pounds per Square Foot a ['LAN NAME LUS28 930 780 --- 10655 113 EE - EACH END PSI - Pounds per Square Inch S2.3 SECTIONS & DETAILS HUDSON RESIDENCE 4-10d TO JOIST CONT. HEADER TO STUD TOE NAIL (3-16d - 4GUN NAILS EOR - ENGINEER OF RECORD PT - PRESSURE TREATED DESIGN/DRAWN/CHECKED 14-16d TO HEADER EQ - EQUAL QT - Quick Tie HU410 905 785 - -- I 10531.36 STUD TO SOLE PLATE TOE NAIL (3-16d 4-GUN NAILS EXT - EXTERIOR REINF - Reinforce CS / AOB/LAP 6-16d TO JOIST FBC FLORIDA BUILDING CODE SF Square Foot DATE SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" - - q 08.22.2014 ABU44 2200 5/8"�b ROD w 12- 16d 10849.61 FDN - FOUNDATION SPF -Spruce Pine Fur / - -- -- FT - FOOT SYP - Southern Yellow Pine CONTROL NO. ABU66 2300 5/8"0 ROD w/ '12--16d 0849 6 NAIL SPECIFICATIONS FTG - FOOTING THRU - Through 2056 - HDR - HEADER TYP - Typical SET N/A N/A SIMPSON EPDXY---TIE 1506.4 + 3"x0.131"O = GUN NAILS 2"x0.113"b = RINK SHANK yp TRUSS20 ID. -- -- 2"x0.113"b = 6d 21/ "x0.131 "� = 8d HORIZ - HORIZONTAL UON - Unless Otherwise Noted LI��NO. 10-16d TO STUD/BEAN,( F'_)S r 1 2„ LBS POUNDS VERT - Vertical LTT20B 11675 1675 -- -- 496.3 3 x0.148 O = 10d 3 /2 x0.162 0 = 16d WWF - Welded Wire Fabric SIGN-14-00014 1-1/2"0 ROD TO FTG. 1 „ „ 1 " 1 „ „ 1 „ 1 /2 x0.148 4 = 10dx1 /2 1 /2 x0.131 � 8dx1 /2 SHEET LSTA12 805 695 10-10d '3872.5 CS16 1705 1705 13-8d 'I 0852.1 SO.0 SHEET 1 OF10 I - I I . __.L,__,,___ : � � y.......... ..... I I � EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW (I)SIMPSON ABU66 POST �\NCHOR I ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER ,::.:.,.: ....":X..........' .....�;.;.;.... ...... ::;:::::::::. ___......... ........ "�:::: IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES ...........: .....ii*"�� ..... W/ '/2 "Ox8" EPDXY ANCHC)F ......:,: .. ..,.. : : ...­:,! :: - ... ­...I ... ...... :::. ........ ..... .1------------------------------------------; THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. ::.:.:. ...". :::::::;:: ­ ., -__�_- : : ' ' ...... :::::::::: : .. .­.. X......., : * :­. ....... _', : : THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND :.::::.::: ..:.:::::::;:: N . ...... ! . -I..:::::::::;::.�:::-:X-: -------_­__­__­_,__­....�...__: ! : _� : : OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY r4 1�1 : : :�...�.................................__.___: : : Lou Ponti-o and : : PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE 0 : : ! : Associates, Inc. . i : i : SOLE RESPONSIBILITY OF THE CONTRACTOR. ! : 0 . : : I . . - . I . . /�-..,'..:',.:�,��:,,*`.. .,." . 0. I _-A"'.V---`_ - . . . --.-.--.. 420 Osceola Avenue 12"x12" CMU PIER "".­ 7 ,., , 111: � I � ­ ", ..... "'.:,", �,." %t I : I............I !­­.........I Jax. Beach, Florida 32250 ------- ­ ` ' ; // , / : C............. : '. , . , / ,.- � ....; I " " ` ', , Ph. 242-0908 Fax. 241-9557 "' :: . p:: - ... - t_z, � � , "I , � : �.", '.7 .. , , ': .. -, .._�.. .� w/ 2-#5 VERTICAL -,,,.. ,f I . .."i -.11......1Z_--­_z.......1-_1..._,7fLi. /.............:'­�'____��:�...x__�... ,___ / . :, : ` , ., !/, , , " " , ""'., .,: ..... _ . n-f.1-,,:,:,:........� : ,--111.-. -1.........;;......... .......­­.......... " � ,.� 11 ------------------------------------------ ----------------------- C"11"'1111111-........�, I "' ... , "" " .1. - I -111111 1. ­.­ ­ I ", / " 1. � ". . . �.......__ . ­­ - ,, ,", , " - ; .1 . - ­ . , :,� , - ..,, I " --.:-��.--.-:�:-:-]".,*":,..,�i;�-..::-.-:-:-:-.-:-�-.-'-.-"I � * I.. - � -, -,,- , / / ; , .� ­ 'I-,. ..'. 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Af�� ,.I /I �-_.- 11 //-, I 1/// A. , (i I � I A ; A I - i i I - -, ____-, I 1\,���� I ___­ ---1-_1 ________,______._________ I I 11 -------�---�----�--��----�--.�--,---, � ­ � I - � -1 I ­­ 1-1 ­ I -11 I I - 1 -1- 11 - 1 _11_ - _ __- 1_---111 - _ ­__­____ 1-11, ­ -----, --­_� � ! j I . - .. -.,��--- - EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER '. �, IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES em f THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. . Lou Pontigo and THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND Associates, Inc. OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE 420 Osceola Avenue jax. Beach, Florida 32250 SOLE RESPONSIBILITY OF THE CONTRACTOR. Ph. 242-0908 Fax. 241-9557 F L: CA# 8344 SC:CA#3579 ' . CONfACT US WIFH YOUR COMMENTS 2>6 SPF#2 @ 16" O.C. I \" C OMMENTS @ LP-A.COM ,,/ .. BALLOON FRAME WALL , (' ,,,, (0011110111111/1. .-!. NVO 2x4 OUTLOOKERS A*1 p, po � 111110 ,v- cn -� A/ ' )p � �� I @ 24 0.C. *-,3 .. EN**"* 13� 3 1 �V..---*�\G & % 1. �c � . . %�-. f -T SEE 8/S2.2 I / , 1\1 . 5 31 0. * S2.1 - = I .. t*� I FOR NEW CONN. :! .. * , = . .. f 1 ;_ I 11 11 (2)2x6 SYP#2 AT �, * - : 'A'.9 .. . - � = - . , � =. . .. - . i I THIS END OF i = , . = --,7'---....-.......T�:::::.:::::::-",-.,..,.!:-,:-,-,.,-,--,�'-'.-','.��.�-.�,.,.!.:.......*"'-- --------1--.,----....... i: . S. , . I : 0--.- .." ------ - -1 -01 TE OF .-* -k"-q , ,�........LZj....... " : ,� .. �.�'�"*"'-,*.'�:::�:��.*":::::�:::�.:�'-'-��::-.:::.---, *0 - ,*- .5FA . .: I � . _ ......L., 11 . ._ . " --.-.... ..*.......... .� ; / "�...........:.:........... .. ., � :. ."" : -. . � i I , .. "I I., 1, 0. 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DESIGNATES INTERIOR LOAD BEARING I I � SIGN-14-00014 , I/ -7-7= WALLS. � .�� SHEET I - LSTA1 2 12" LONG LIGHT GAUGE STRAP � � " �� FASTEN TO TOP PLATE AND STUD 1 14 S12 �� . WITH 5-10d COMMONS �.1, A i� ; F I --1/ I i p"W% *fG) �11-1� - ( > 4� 0,L!, / i '. /,- /1,1 : + ,e.-,,.11 - 7/1 %N I Ill : xl;�10 : 1�� N 1, I ) . ......"--,-,--- , 1111111�� I ........ I ; // I *-------"� " ---1 / , , I - \- - - ------- - I %- I - ; � ; i I � :- " : ; : I ! � ,1.1 I.- , I I I � I I � I ; � .1 ; I I i'I :111 ,, - ; : : ; I ,, : , ,, , ) I I I� � 11 J .1 / I I I ,, , I ul . X /11/ , � , , i,, ,I -I i-I -I i I-- !I --- - . ------ i .......\- : 11 - I . : I ; : ': : I I : : F� : ; V ; i : I � 11 ;11 v 11 i I 1 1 1 I .. ., ill , , 1.,� , , � - I I . � \11���� I � -----. - - . I H I � - � --1 I � I I I I.-l- -1--l- 1- -- -__�---- -- - 11 � 1 4-: 111 ---- --- - , - I -- - - -- -1 ---- - I �� I I � .___ . .. .. . . m EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW i ELEVATIONS AND TYPE Or CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER T - .... IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES ::::�:::.:;:::;,:::i:�:::i:i:i:�....... I ...:,:.:::i�]��:A :.:.: :::..... ......�­ ... ... - ... ... THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. ...... , ­..... , , "" "'" ,, .... .. ..." -... ....... .... ..... ........ ....... -... ..... ....... �...... ... ... ...... ::: ... ... THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND ......--­. ..... ­........ ..... ...... - ... ..... ... .... .__ .... .... ... ... .... ._....� ... .... . ... -:X ...... ... ... ... .......... ....A."' i ............................ I...........**.................****'*"**.... OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY ...... ...... ... m w r ... C- 1 � I �x.4.....O.U.TLO.O.K.ER.S..j PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE I My_�___ V41 I/ I @ 24" O.C. '11 Lou Pontigo and 1-----_w----w-W.w---------------------------�---�. . SOLE RESPONSIBILITY OF THE CONTRACTOR. Associates, Inc. 1 1 . ; S2.2 . 420 Osceola Avenue ---�...�......11-----­. .....-1................I I — - " lr" , � Jax. Beach, F orida 32250 .. �,_�:_. I,�..........�, ::i....:,.::::::::::�.�.........::::,::::::::i...... .........I.............. Ph. 242-0908 Fax. 241-9557 .. ; ; / * I . I........ !:-,-,i:,�:�-:--:Z,::::::j-,:�*-�'--:,:::: I -:,/_.1-' -w----w.....� ,----e---- : % _Lz:'___---_.:_­-____­_:......__,Z_*------�---�_::�::::::,:,-.;-::::::::-�, , - � - ..........� / .........__, FL: CA# 8344 SC:CA#3579 1 1 1 r / i ...... ... ��'. ... -----------------------;------------- ­­­­.........- - .. ..... " ", -7....... 11......"I I / ! 1-1--_--_------ ­­­­­­­-­­­-; ...'� "". 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" --------------------------^-------^ . : � I I--...--. -, / � I . -- . :- �','- - APPROVAL # 1999 1 I/ 1 1 ... . - ... . . , . . - 11 . i . - I , ", t 11 / : " I. � . i i / / : ,/, / , t // "'. : t "" -.,,, I, : "" / / I ", /I " j ". / I --- I " .-- / . , 11 10 . /*` 1, . ,/ / II :,,, / V/ /**'**,/",/ �---- / /� - , / ,: , / ', . I w V 41 " / 11 . . . : .1 / I .1 ., / ". / 4, .1, I /. / .."'. - . // ROOF � / I -: /0. I , . .. I q I I / / " I "' . , "'. //I / I I, 1". / " " / --, ,". A .... I � S2.2 UNLESS NOTED OTHERWISE i , . : I / '. / I/ II/ "I .. I � " : I ... II / : / , , , : I.. / k' � ... , ... '. " . "" , I/ "", / """"" I / ,1". ./ -.1 : .... I � .. V . I. I . I "I . , I I . , - - - � ". 1. I.. I. / i I / '.., / I , /* '/ ,� ... . . " . .. . .... .... ,", I "' .... " ." ,S / "./ / , . " . : . / : .. . .1 I / .1, / .,,,,,� / A ,. e I .. 11 / .� . .�-,% I., ,I -/ 11 FRAMING APPLICATION PART # Il' '. ... .1 , I . .. I , I I .� � . I ", * � / ", /1 � A : , I, , // , , . I / ""', I I-- � � ... I. /* / "', :11 I 4 . . , I , /I :1 ; .. , , / � / ., .I ! :, . , . I *.I*. I , I ,, I/ � / / I " ...I " � / * , . V11 1 ..� /// / 1 , , 11 "/-, .../,", I/ ","". /,", I/ . II/` �I 1`/ 1-PLY TRUSS HUS26 FL1 0655.94 .I / /1-1: / // w/ .." / /, / "'. I/` /Z ""... .."..." /, 11.11,11, "I PLAN . . : / , / . / I- :1 ... .....". . " I I I ',.I,- . � /', . :i "' I , .. " ", . """ : , - , ", , , " / 11 , � ". ... : . / I, I/ .� ... -,-.-, "', . � 2-PLY TRUSS FL1 1 468.8 /I/ / I ", , I / A // /I/ .."', /I "I 11, / " I I .//,/, .. " I 11 I . . 1, "" ,/ ". I / ...... , 11" " , I/ , / .,�.. .;� / . , // I", !I I* ... .", I/ Al '.., I I -i I 1, // // I/ ""', / " // / / .1 "" .... ,/ ... 1 ,,/ 'I", I I, i I" ,,,,� / / "", / ,/ I / // 11 11".111 . . I I / /. I ""'.i j /I /' I/ I" : / ,/ "" / "I'll / /"'I"I I ... ""' ,.//I 11 , , I , , . ... / I. ... /I ./// DO NOT SCALE DIMENSIONS FROM I "I / , I ", i ... !.1.1 I, ", / / � ./ ,., . / 1. 11 / 1 - / ,,,, - 1....� /` --l" --.I... ,: z-........."......."I.- / I .] ...../..-. .�......... -.-.1...........z..............I.............:1 1 --.....--........---1 - I .......... ..... I THESE DRAWINGS.IF A DIMENSION Is ...------------L-.......I..................-- - , .......----,",:::::.::i�,�'-,-,�,-",.-,-��"",-I -------1-......---s - 11" - � . �-- - ................-- .- �---------......�......---l-............................... UNC LEAP REFER TO THE ...----J�ttl- -- I - � � ARCHITECTURAL DRAWINGS OR I CONTACT THE E.O.R. : � . , li I � � . -- I "LAN NAME I I 1-1 A I r HUDSON RESIDENCE 1, ROOF ff%�MING PLAN. SYMBOLS LEGEND DESIGN/DRAWN/CHECKED) �� SCALE: N.T.S. - - --,) CS / AOB/LAP I H2.5T -[DESIGNATES UPLIFT CONNECTION. DATE I 1 08.22.2014 1 1 FRAMING PLAN NOTES: CONTROL NO. I I 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE . . 2056 , SHEET SO.O. - I 11 I .1 1 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. TRUSS ID. . -1 . (I)H2.5T CONNECTOR. � 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. 41720 11 1 4. WHEN USING (2)H2.5T CLIPS ON 1'/," WIDE LUMBER, LPA NO. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE . �, FROM EACH OTHER. SIGN-14-00014 - , , I- ,I SHEET I 11 - I m 1 , �,-�������� SIA ' ' '" -"''-- , *......... ; � ; i i -11 ,� I ; . F- . A -`*� /�*',, , e 0 , (I > I ( > (I > ,-/ �N ", I --�1-111111111 I ly i "" I A ; , I ; , ; - � I I I I / I /' I I -,*- I I : / I -1111 11 .1 I I I .1 I/- I I 11 I ---`- " 11 ' : I I ; 11 � - I ; I 1� ! I I . I � ; , I ; : ; I 1i ; ( > ; - V ; I jj. ; I I i I " m I I :; " " " " ?, '. .. , I. .. _ � I :i 1. '� I 11 i I; ;i I .. i � - I I '-..-.-.- -- I I I I I i ; t i t i 49S :--------- ---- i � : : � ............ ... I ................ ... i4.-.-.--.--.--� � I � I 1 I i i � i I !, :. I i : 1* ,; ; � : 1. 1-* ; , I.' ; /I ; � : � ; I.' I ; ; .1. .. : ; I .1 . . I . , I 11 I I . i SHEET 6OF1 0 . - I ---- -- --------- - I - . I 1-1-1-1- -. �- I I - . - -- �, - I THING SPECIFICATIONS: ROOF .�H�.A HIN I �. 24/16, APA SHINGLE M S TYPICAL HEADER NAILING NSHEATHING,OR l OOD RATED c `�B E 0.131X3„ TOE NAILS NAILEF. _ RING SHANK NA ILS 2X61 2x8 5 NAILS TYPICAL LAP SPLICE. @ 6 ) E � , O.C. FIELD AT — TYPICAL STUD NAILING: TYPICAL TOP PLATE ATE NAILING: 2x 0 x12 7 A 1 2 NAILS GABLE 00i �0E''P ,ASE EDGE NAIL „ ( ) ” 0.131x3 END NAIL _ 12 0.131 Ox3 law - - 9 LVL 11 LVL 7 NAILS CIN( �' 4' WITHIN 4 —0 OF FASTEN ALL TOP PLATES SPACIN(-- (2) @ 2x4, 14" LVL 16" LVL = (9) NAILS TOGETHER w 3 ROWS • ROOF EI-�i;E (3) @ 2x6, ' / (3) Lou Ponti3o and OF .131x3 @ 12 O.C. STAGGERED. Associates, Inc. (4) @ 2x8. SYP#2 SYP#2 DBL. HEADER, 4'-0" .MIN. )ax. Beach, Florid a 420 Osceola Avenue FULL HEIGHT ANCHOR 6"MAX_. TOP PLATE PER PLAN3225 EITHER SIDE OF PLATE I+ I Ph. 242-0908 Fax. 57808 SC:CA#3579 HEIGHT CHANGE CONTACT US WITH YOUR COMMENTS 2x—BLOCKING ONLYRAISED BUILDER MAY CHOOSE EITHER THE DROPPED COMMENTS @ LP-A,COM REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTION: HEADER CONDITION OR RAISED HEADER CONDITION �.. ' ---------I 2x SPF DIAGONAL BLOCKING ♦ ,rvv•r9 Mr J,/ SIMPSON H2.5T OR FASTENED w/ 3-0.131"x3" DROPPED EA. END TYPICAL. LSTA12 STRAP FOLDED ° •' "° OVER TOP PLATE HEADER SHEATHING MAY EXTEND 2" sl _ PAST BLOCKING— WINDOW - IV 311 ' ____ _____ ATTACHMENTS MUST M ANCHOR INTO 2x MATERIAL. / ! I — I TRANSOM LSYP#2 HEADER, I • ----J PERMINANT — ST E OF SEE 7/52.2 - FULL HEIGHT PER PLANS = -o FASTEN LOWER STUD ?� r OPTION ANCHOR, SEE G' .;c ORO© ,•`�� " TRUSS BRACING TO TALLER STUD w SEE RIGHT PLAN FOR SIZE JACK AND � � � P' C� °° BY OTHER WALL SHEATHING / F♦ •.rll,r.>•• 2—ROWS OF Tod coMs Z SOLE PLATE ANCHOR SCHEDULE '�� w E �'♦°°°°° SPECIFICATIONS: AND LOCATION KING STUDS, 11 @ 12" O.C. WINDOW SILL SEE SEE PLAN MIN. 7/16 24/16, SCHEDULE — S— THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE STRUCTURAL 1 APA TYPICAL SOLE / REVISIONS DATE BLOCKING AT ALL I :-.— RATED OSB OR PLATE NAILING: FOR SILL SIZE AND WINDOW SILL SEE ROD O SPACING SPACING SPEC. DEPTH DISTANCE SHEATHING JOINTS: PLYWOOD 0.131x3" TOE NAILS: CONNECTION EACH SCHEDULE —/S— SOLE PLATE ANCHOR: 3/8 40" 16" 2x2x'/e" 3'/2" 1 3/4" 2x4 FLAT WISE. FASTEN SHEATHING, (3) @ 2x4, END FOR SILL SIZE AND '/2"0 x 6" LG (MIN 1/2 48" 24" 2x2x'/B" 3'/2" 1 3/4" EACH END WITH 2-- 'Od CONNECTION EACH } INTERIOR BEARING WALL: FASTENED w/ 8d @ (4) @ 2x6, END 3 EMBED.) MASA 48" 24" N/A N/A N/A SEE PLAN FOR STUD SIZE TOENAILS. ONLY REC?UIRED 6" O.C. EDGE AND (5) @ 2x8. AND O.C. SPACING. AT SHEATHING JOIN FS OR THREADED ROD j 6" O.C. FIELD. FOR ANCHOR DRILLED & EXTERIOR WALT AND s" SIIEARWAf__LS WALLS w/ STUCCO PT. SPF#2 EPDXY w/2 x 8 PLATE WASHER, FINISH, INSTALL SOLE PLATE SEE SCHEDULE BELOW FIELD ALTERATION FLOOR SHEATHING: 7/16" STRUCTURAL 1 APA RATED CONTRACTOR SHALL CONTACT LOU 23/32" T&G OSB OR PLYWOOD SHEATHING,— MODIFICATIONS SHEATHING (32/16 PONIG08 ANY TURAL RTO I I MAKING ANY STRUCTURAL FIELD CH MAY VARY SPAN RATING w FOUNDATI N SEE PLAN TENTOIFTHEORGNAL CONTINUOUS BLOCKING GLUE & NAIL w )d ) / CONSTRUCTION DOCUMENTS.ANY WITHIN FLOOR SYSTEM COMMON @ 6 ) THE LONG 8" �/2 ' FIELD ALTERNATIONS MADE PRIOR TO WHERE POST IS ABOVE. EDGE AND FIFi_[` DIMENSION MAX. MIN. BEING APPROVED BY LOU PONTIGO a LT IN PERPENDICULAR TO WALL F AMING AT WALL FRAMING AT WALL FRAMING AT DDITIONALENGASSOCIATES YRERINGO . --- -+ --;----� FROM SOLE ADDITINSPECTONNFEESINGOR THE WALL STUDS PLATE CHA GE CONDITION RAISED HEADER CONDITION PLATE BREAK DROPPED HEADER CONDITION TYP. WALL SECTIONS I �-O SCALE: 3/4" = V-0" U ' I, C _ t - 2x6 SYP 2 B LOCKING B -. ETWEEN WINDOW ILL SCHEDULE - EA. TRUSS. FASTEN TO TOP �+ l; 2x6 SYP#2 NAILER PLATE w/ 10d @ 4" O.C. C # ROUGH DROPPED HEA MINIMUM END --�.; FASTENED TO TOP Q) LU OPENING OR SILL PLATE FASTENER EACH END PLATE w/ 10d @ 3" O.0 SEE /S< 4'-4" (1)2x4 SPF # (4)12d TOE NAILS U 6'-4" (2)2x4 SPF # (5)12d TOE NAILS ^ a " (3)2x4 SYP # (1)A34 + (4)12d TOE NAILS i, � 8 -4 O i I 1 fl `.- 2 12 T .. 12 0 (3)2x6 SYP # (1)A35 + (4)12d TOE NAILS < '`"'' SYP#2 ( ) d OE W HEADER, NAILS E.E. Q) V SEE BELOW FOR BOX IRIS REQUIRED BETWEEN PER PLAN OPENING (MIN) Q t ✓, WINDOWS IN TWO STOR CLEAR HEIGHT WALLS. PORCH SHEATHINGHEADERI W N , (6)12d TOE NAILS END SEE SPE END I v J TOP & BOT. FASTENER BELOW 2x_ SPF T&B w/ HEADER & I W I} < : SUPPORT U �. 12d @ 8 O.C. °' PORCH 'PARALLEL PORCH PPOST, i� (2)MSTA24 C KING & 'KING & JAck (TYP) � TO WALL' L.L I JACKS I: STUDS SEE PLAN PERPENDICULAR PER PLAN. I STRAPS i (� w CONT AT PER PLAN f : : : ::: A Q SHEATHING I �, TO WALL tI� Z Q — GIRT/VERT HEAD OR SILL s' JOINT. SIMPSON LTP4 ON PLATES SEE QJ '-`- INSIDE FACE, IF NO SCHEDULE o 2x SPF RIPPED JACK STUD PORCH SHEATHING SPECIFICATIONS: r n TO FIT ARCH. ROUGH OPN'G, SEE ARCH. '/2 " GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6"o.c EDGE & FIELD O �J J DEPTH REQ D. BOX BEAM BETWEEN WINDOWS OR SECTION A—A IN TWO STORY FRAMING 3/8 " OR `GREATER OSB OR PLYWOOD, w 8d COMMON NAILS @ 6"o.c EDGE AND FI M ( ) / FIELD 4 TYPI AL PORCH FRAMING DETAILS `- -J 3 WINDOW HEAD AND SILL FRAMING n 1 TYP. WALL SECTIONS � = w �_OSCALE: 3/4" = V-0" S2.0 SCALE: 3/4" = V—O" S2.0 SCALE: 3/4" = 1'-0" p Lp , WHERE ANCHOR IS SPECIFIED ON FULL HT ANCHOR TERMINATES C I CONVENTIONALLY STRAP (—/S—) CONVENTIONALLY S; !RAF - ) PLAN ADJ. TO GIRDER BEAM AT UPPERMOST TOP PLATE A Q1 WHERE MAX. ANCHORWHERE MAX. ANCHO�I GIRDER/BEAM _,.—LOCATE ANCHOR WITHIN w/ NUT AND WASHER 0 `, PLAN ini LL HEIGHT SPACING IS EXCEEDED SPACING IS Ex!:;EFDEF FU 6 OF POST. OF --- V v ANCHORING SPECIFICATIONS ; ..... . I a DOUBLE SYSTEM: THE THREADED ROD ANCHORING I I I I I 31 I I FULL HT. I UPLIFT SOLE - E SYSTEM SHALLNG OF %"0 A307 THREADED ANCHOR TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE I I I I I I I FULL HT. ANCHOR I I I I I I POST, PER I I CONNECTOR PLATE DOUBLE TOP FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I I I I PLAN I I -.-. SEE PLAN I PLATE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE I I I I I I MAXIMUM SPACING TOP PLATE, PROVIDE A 2"x 2"x Y8" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 I I I I I SEE THREADED ROD q y+ OR WALL STUD D � � - SECTIONS I I I I I SPECIFICATIONS ON I FULL HEIGHT O _ ..__ THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) I I I I I I SOLID BLOCKING I PLAN I t I I I I I I WITHIN FLOOR I I - THREADED ROD DETAILS I I I ! I I I I SEE PLAN � � PROVIDE A HOLE IN THE PL PENETRATIONS, : : I I I I I I (TYP) I I . . .. _ - --- - -, ALL ATE PLATE" LARGER THAN THE ROD INSTALLATION: AT A P I I I I I ? I I I ;;; ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE — — — — — — — — {— — — - ---- -- -I - —I ? — — — — — -a- — — — — — — wrJ A : SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER I I I AFI vORI RUS OR JOIST O (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES I I I ---, -- I - +- — — — — — -I- — — — — — — C " FULL HT. 'R WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE — T2)CS16 I I I ROD SHALL BE INSTALLED APPROXIMATELY CENTERED I I I I I I ANCHOR I (TYP) I I I ! I I I I I IN HOLE. RODS MAY BE SLANTED FROM TRUE DO NOT SCALE DIMENSIONS FROM SOLE PLATE ANCHORS STEEL COUPLER THESE DRAWINGS.IF A DIMENSION IS I I I I AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO UNCLEAR REFER TO THE I I I I \ I I I I I PER SCHEDULE ON PLAN. (OPTIONAL, LOCATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. ARCHITECTURAL DRAWINGS OR HEADER, I I ! I CONTACT THE E.O.R. AS NEEDED) THE NUT ABOVE THE UPPERMOST PLATE SHALL BE j TYPICA i i i \ I ! i i I �'. FLOOR FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TO A SNUG—TIGHT FRAMING CONDITION PLUS ONE—HALF TURN OF A STANDARD HUDSON RESIDENCE I I I I ! II I I PLAN NAME I I I I MATCH I SEE TABUE AT RIGHT I I I I I I I IEPDXY E F WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE). POST ABOVE FOR EMBEDMENT THREADED O O O DUE TO SHRINKAGE AND COMPRESSION OF BUILDING DESIGN/DRAWN/CHECKED I I FOUNDATION, I I I I I I I I I I AND EDGE DISTANCE. FULL HEIGHT ROD WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 cs / AOB/LAP PER PLAN. FT.—LBS. OF TORQUE AFTER ALL TRADES ARE THREADED ROD HOLE HOLE SPEC. DEPTH DISTANCE SEE PLAN � 3/8 '/2"o '/2"o 2x2x'/$" 4" 4" 2" 3" COMPLETE AND PRIOR TO INSULATION. DATE I I I I I l l I I 08.22.2014 -- 1/2 5j8"0 9/i6"0 3x3x'/4" 6" 6" 2Y2" 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE CONTROL NO. I I \ i< I I I 31""o " " DRILLED & EPDXY ANCHORED. SEE INSTALLATION 2056 IE. AI I ;TORY THREADED RODS EMBEDMENT 5/8 % /4 3x3x /4 10 10 2Y2 3 CHART FOR EMBEDMENT AND EDGE DISTANCE 6"MAX. FROM WI-Ik RF 2 -;TORY RODS CANNOT BE INSTALLED DEPTH muss ID. OE MONO STEM MONO STEM REQUIREMENTS KING STUD 41720 FULL HEIGHT ANCHOR_ PLACEMENT DIAGRAM FULL HEIGHT ANCHOR LPA NO. WAL SECTION THREADED ROD INSTALLATION CHART SIGN-14-00014 5 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM SHEET �-O SCALE: N.T.S S2, 0 SHEET 7 OF10 P FOR RAISED HEADERS,RS STRAP l E r - - UPLIFT STRAP 3X3x/4 " WASHER TOP TE PL T A TOSTUD ROOF FRAMING A 1 Cad 2 „ T TO HEADER WITH LS _ PLATE _ H2.5A @ 3 — IN LIEU OF E H2 �A 2 ON CENTER UPLIFT CONNECTOR ROOF FRAMING SECOND STORY TOP PLATE ELE SECOND STORY Associates, Inc. 8d COMMON NAILS TOP PLATE ELEV. AT 3" O.C.(TYP) 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, 420 Osceola Avenue ____- _- FASTEN TO ROOF FRAMING BELOW lax. beach, Florida 32250 w/ 4-12d NAILS AT EACH RAFTER. Ph. 242-008 Fax. 2410557 -- — ROOF SHEATHING FL:CA# 8344 SO CA#3579 ��ONTACT US WfTt{YOUR COMMENTS NEW 2 DIAMETER --,-' OVERFRAME RAFTERS, SEE PLAN. TOP PLATE TO STUD � __ _—__ THREADED ROD H2.5A TOP 8c BOT. COMMENTS @ LP•A.COM „ OF CRIPPLE STUD Q H2.5A@ 32 ON—CENTER MiTA24 STRAP EACH @ 32 O.C. SIMPSON H3 ° P P " eutiV :1::l,IlUei,, II SIDE OF HEADER I:.I H2.5T w 10-8d COMMON '�e� -'" "°� �� '�- TOP Sc BOT. OFPH HEADER TO JACK STUD CRIPPLE STUD I' NAILS FROM RAFTER TO LEDGER ���'..•'" �'�OEN�S`E' '•�'®�° N THESE STRAPS @ 32 O.C. 2x4 SPF 2 i.: AND LEDGER TO ROOF MEMBER. MAY BE OMITTED ' N'^` 11 Y MSTA24 STRAP EACH ! N STUD TO LOWER � ,� ; ' SIDE OF HEADEREfWHEN FRAMING 2 MSTA48 OR BLOCKING RAFTER LENGTH � 'O STA OF I ; THREA ED ROD .,OUPLER CS16 TRAP ALT. TO BOTH H2.5T ABOVE ,,� •o,,� N PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4 —0 ���Uno<OFZID,Pak�,�`` 00 � ! ROOF MEMBER. BETWEEN OVERFRAMING RAFTER °�. �Q E�'�.•O 2ND FLOOR ELEV. AND ROOF MEMBER. STUD TO LOWER FRAMING: REVISIONS DATE MSTA24 OR CS16 STRAP @ 32" ON—CENTER PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT j I j 1ST FLOOR TOP TO TIE IN OF OVERFRAME RAFT 2 MSTA24 OR CS16 KING STUD TO LOWER PLATE ELEV. ERS TO TRUSS FRAMING. STRAP EACH END FRAMING 2 MSTA24 OR OF WALL SEGMENT CS16 STRAPS I f 2 OVERFRAME LEDGER DETAIL FIELD ALTERATION CONTRACTOR SHALL CONTACT ND FLOOR ELEV _ JI-J. vo vo i PONTIGO 8 ASSOCIATEOS PRIOR LOU S2.1 MAKING ANY STRUCTURAL FIELD • ---------------------------------- .._ _ ... --------------------------- -------------- --------- MODIFICATIONS WHICH MAY VARY !it FROM THE INTENT OF THE ORIGINAL {{1 FASTEN NEW STUD TO CONSTRUCTION DOCUMENTS,ANY FIELD ALTERNATIONS MADE PRIOR TO e o s o EXISTING DBL. TOP PLATE BEING APPROVED BY LOU PONTIGO a e e e o o. --------------------------------------------° _ LL ASSOCIATES MAY RESULT IN THROUGH EXISTING STING WA ADDITIONAL ENGINEERING OR EXISTING 2x6 SPF#2 STUD WALL INSPECTION FEES. SHEATHING w MSTA12 THREADED ROD FASTEN TO EXISTING / AT OUTRIGGER TRUSSES !NOOD BEAM w MIN. (5) NAILS TO SUPPORTING FRAMING ABOVE, t-1YP w Cs16 STRAP INSTALL BLOCKING/BRIDGING ) 2x6 SPF#2 STUD @ 24 O.C. EXISTING DBL. TOP PLATES. TOP 8c BOT. OF TRUSS IN 1 CONVENTIONAL STRAPPING DETAILS ADJ. TO EACH U ORDER TO FASTEN STRAPS. RAFTER w/5-12d I I C S2.'1 UPPER LEVEL TIE—DOWN TO EXISTING WALLS J c uj EXISTING Q� LL ROOF SHEATHING SPECIFICATIONS: TOP PLATES I C SHINGLE— MIN. 7/1fi ", 24/16, ;APA C . OR PLYWOOD SHEATHING w - -< < «...... .___.____...__ _. _____._____________________ ____________......_..__.__._.__, RATED OSB _ _-- - : .._ Q z ----- NAILED , 0.113x2" 'RING SHANK NAILS I lO @ 6" O.C. EDGE & 6" O.C. FIELD (AT W GABLE ENDS DECREASE EDGE NAIL - ` SPACING TO 4" O.C. WITHIN 4'-0" OF I ' I 1 1 1 0 ROOF EDGE). EXISTING l STUD WALL 1 ,> 1 I @ 16 0.C. ## Q �+ C 4 ELEVATION Q Ul z PRE—ENGINEERED S2.1 SCALE: 3/4" = 1 '-0" ROOF TRUSS V)v TYP. ROOF 0 BEARING _ ❑ SEE 7/S2.2 - — ,.%'' SEE 7/S2.2 NEW SECOND_ LEVEL I_ } �;lr P.H.20'-7'� '� C I I V ..;;: REMOVE ONLY I REMOVE ONf_Y 2x6 SPF#2 STUD J EXISTING ROOF .yy.: EX ISTING ROOF -- SHEATHING AS �'�� 4 ::1j SHEATHING AS 2x6 SPF#2 STUD '— ADJ. TO EACH �T -" -- ADJ. TO EACH 4 RAFTER w/5-12d REQ D. 1U INS �l ;:REQ D. TO INSTALL / NEW PONY 4Vfk 'ItE; PONY WALL RAFTER w 5-12d s2.1 FASTEN NEW STUD TO STUDS STUDS FASTEN NEW STUD .TO EXISTING DBL, TOP PLATE EXISTING DBL. TOP PLATE THROUGH EXISTING WALL ; XISTING ROOF THROUGH EXISTING WALL SHEATHING w/MSTA12 `-RAFTER TO BE SHEATHING w/MSTA12 2x4 SYP#2 CATS AT 12" w/ MIN. (5) NAILS TO REMAIN..; w/ MIN. (5) NAILS TO FLOOR OR EXISTING DBL. TOP PLATES. O.C. FASTENED TO TOP ROOF TRUSS. SECTIONS EXISTING DBL. TOP PLATES. STUD PL TE w/ 4-0.131x3 WALL COMMON. a DETAILS GREAT ROOM ATTIC _ EXISTING P.H.155-16d EA. FASTEN CATS EACH END i \-5-1 w 3-0.131x3" COMMON TOE NAILS CUT EXISTING I I END CUT EXISTING / OVERHANG 3 OVERHANG k DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS i EXISTING BALLOON 1=RAI�IFf UNCLEAR REFER TO THE I SHEARWALL OR ARCHITECTURAL DRAWINGS OR } ti ' 2x6 STUD WALL_. # g' CONTACT THE E.O.R. TO BE REMAIN 1 EXTERIOR WALL 4 PLAN NAME PRE—ENGINEERED i HUDSON RESIDENCE i FLOOR TRUSS DESIGN/DRAWN/CHECKED CS / APB/LAP SECTION DATE I 3 I 08.22:2014 S2.1 SCALE: X1/2" = V—O" CONTROL NO. ..........._ i 2056 SEE 3/S2.3 TRUSS ID. l i 16" DEEP TIMBERSTRAND 41720 LPA NO. I I LEDGER FASTEN SEE 3/S2.2 5 SHEARWALL ATACHMENT SIGN-14-00014 » w/ 9—Y4 x3Y2 SDS SHEET SCREWS @ '16" O.C. NEW BEAM, 3 » S2r 1 SCALE: /4 = 1 —0 L =—I SEE PLAN °' S2.1 SHEET 8 OF10 CONT. 2x4 RIBBON BOARD CONT. SHEATHING TO BOT. OF NAILED TO EACH TRUSS FLOOR TRUSS. NAIL TO EA. PROVIDE A LARGE ENOUGH w 2-12d COMMON NAILS FLOOR TRUSS w 2- $MI ROWS 0F SLAB OPENING TO RECESS 8d COMMON NAILS @ 4" O.C. %k..... . EXISTING NEW CONT. SHEATHING TO BOT. OF Lou Pontigo and THE COLUMN BASEPLATE, FLOOR TRUSS. NAIL TO EA. Associates, Inc. COMPACT THE SOIL BENEATH WALL WALL CS16 STRAP @ 32" oc. WHEN THE FOOTING AND PROPERLY FLOOR DECK, FULL DEPTH NOT ALIGNED w FLOOR TRUSS, FLOOR TRUSS w/2-ROWS OF nue PLACE THE CONCRETE. SEE CONST. TIMBERSTRAND INSTALL 2x4 BLOCKING FLOOR SHEATHING, 8d COMMON NAILS @ 4" O.C. Jax. Beach, FloridaOsceola 32250SPECS. OR LVL BLOCKING BETWEEN RIBBON BOARD & SEE SPECIFICATIONS Ph. 242-0908 Fax. 241-9557 BETWEEN EACH BLOCKING AT BASE OF TRUSS BELOW FL:CA# 8344 SC:CA#3579 NEW BUILT-UP TRUSS TOP/ FLOOR TRUSS c�COMMENTS @ LP-A CONTACT US WITH YOUR M Ts WOOD P SEE PLAN. F XISTING SLAB X 11V EL. SEE ARCH. PLANS ,I, I , i ,� T/FTG. EL. , , „ .....,,,, � I ,� ,....... �� °°° SIMPSBETWEEN I 2x6 FROM TOP TO BOTT 1�;<, •�`,,�� •GENS'•••.�'� - MATCH X EXISTING z Q EACH FLOOR I OF FLOOR TRUSS. NAIL TO EA Al = �: °t TRUSS FLOOR TRUSS w/ #r' N 3 11 8d COMMON NAILS @ 3 O.C. co ”`---- V EXISTING BEAM, ' -o STATE OF *ADD (2) #5x3'-0" CONT. BOTT. REINF. PRE-ENGINNERED TO BE REMAIN ` - SIP�IPSON H"iT4 CTR'D DRILL & EPDXY SEE FTG. DETAILS p'.•'wa N ( ) FLOOR TRUSS SIMPSON °���;,•�. •• ��0 00 OFFtIQ . PRE-ENG. S GROUT (6" MIN.) INTO THA422 � /�NA 1__ SEE PLAN CONCRF,TE_ k DOTING EXISTING FTG. FLOOR TRUSS 2x4 BLOCKING BETWEEN SE:F PIAN SYSTEM TRUSSES. FASTEN w/ 4-12D TYP.ASTEN OUTRIGGER I REVISIONS DATE BEARING FASTEN TOP PLATES TO TRUSS w/(2)MTSA12w F 1 RETROFIT FOOTING DETAIL 2 NEW TO EXISTING FOOTING CONNECTION 3 CANTILEVERED TRUSS DETAIL 4 SECTION FIELD ALTERATION " SCALE: 3 4" 1' 0" SCALE: 3 4" 1' 0" SCALE: 3 4" = V-0" CONTRACTOR SHALL CONTACT LOU S2.2 SCALE: 3/4 = 1 -0 S2.2 / - 5z.2 / - - _ - 52.2 / PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD Q_ MODIFICATIONS WHICH MAY VARY Q FROM THE INTENT OF THE ORIGINAL �\ , U' CONSTRUCTION DOCUMENTS.ANY C O N VE N IT I O N A I FIELD ALTERNATIONS MADE PRIOR TO 2x4 SYP#2 HORIZ. STRAPPING IF FULL 2x SPF BLOCKING M BEING APPROVED BY LOU PONTIGoa ASSOCIATES MAY RESULT IN BRACING @ 24 O.C. HEIGHT ANCHORING RIPPED TO FIT ADDITIONAL ENGINEERING OR BETWEEN OUTER WALL SYSTEM IS NOT USED. \ WITH GAP SHOWN NSPECTIONFEES. & FIRST INTERIOR TRUSS. NAIL EACH END �j FLOOR SHEATHING, ROOF SHEATHING w/ 3-0.131x3 NAILS SEE SPECIFICATIONS (TYP) ,. SHEATHING MAY U 7 I BELOW k I FLOOR SHEATHIfv(; ��I PRE-ENGINEERED WOOD TERMINATE AT C I �\� ROOF TRUSSES. FLOOR SEE SPECIFICATIONS �r� TOP OF DBL. TOP EXISTING WOOD ��� PLATE. FRAMED WALL 4. I BELOW � I ,: .. .... ...... . ...... ... . . ....... UPLIFT CONNECTOR C TRUSS I l �— I 2x4 SYP#2 I �jl CONT. RIBBON �`� NEW STUD F U 11 I I DIAGONAL � I � \�\ ' ' FASTEN EA. \; k� BOARD (TYP) LJ k I I � k I '�' � SEE LEFT WALL FRAMING [� END w/3-10d _ ; FOR INFO. 2x6 STUD, FASTEN TO EXISTING �I � I W E LL COMMONS O -, NOT SHOWN D FRAMED A I I PRE-ENGINNERED DRYWALL CEILING w/ (2)1/4 "Ox41/W" SDS SCREWS Q� U I FLOOR FRIJS�>E I � FLOOR TRUSS AND BOTTOM CHORD `,, „ EXISTING ;I 1 BRACING PER @ 16 O.C. I WALL FRAMING ;I OR J01._ �, ! {I I P EXISTING WALL TRUSS ENGINEERING. �`�'`� ICU } ;{ RE-ENGINNERED �`� ,, CEILING i -il :1 CONTRACTOR II' EXISTING ;1 FLOOR TRUSS II I , I VERIFY BEARING LINE ; '; 'I WALL FRS\MING I II FOOTING. NEW TO EXISTING FRAME WALL _ TYPICAL CONNECTION EXTEND SHEATHING VERT. N TO TOP OF TRUSS AS SHOWN. L.L j PARALLELPERPENDICU.LAR PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. HEEL > 1 '-0" Q� CD 5 FLOOR TRUSS AT WALL FRAMING 6 SECTION 7 ROOF TRUSS CONNECTION 8 NEW TO EXISTING FRAME WALL �.2 �.2SCALE: 3/4 - V-0" 5�.2SCALE: 3/4 - V-0 �SO!2SCALE: 3/4" = 1'-0" Z)L i W r 10d TOENAILS �+ C !I @ 6"O.0 2x4 SYP 2 2x4 BLOCKING Q> # ROOF SHEATHING PER 4-0.131x3 TOE JAILS (2 EA. SIDE) OUTLOOKERS ;ONSTRUCTION SPEC's 2x4 OUTL OKER ._ H3 @ EA. NOTE �A @ 24 o.c = OUTLOOKER AT 24" O.C. PLACE GABLE END TRUSS 41 2x4 SYP#2 LEDGER • TO THE INT. FACE OF w/3-#12x6 WOOD R00- " - - - BALLOON FRAMED WALL SCREWS @ 16"o.c 3/8" S.S H2 STUD SPACING, SEE SHE THING AND FASTEN TRUSS TOP LAG BOLT FRAMING PLAN OR A AND BOTTOM CHORDS TO SCHEDULE. BALLOON FRAMED WALL 5-12d S TOE 'i (2)MSTA24 FLAT STRAP STUDS w/ 2-0.131X3" C 2x4 BLOCKING AT NAIL > EACH NAILS AT EA. STUD. �- SECTIONS ALONG TOP OF BRACKET, -�9-���SAM— TRUSS THRU SMALL SLOT 48 O.C. BETWEEN D IN WALL SHEATHING _(2)H ; I GABLE AND FIRST ETAILS _ a FASTENED TO NEW INTERIOR TRUSS. (2)2x4 BLOCKING --4x6 HOR17_ONTAL LEG FASTEN GABLE END TRUSS w/ FULL HT. %"x8" LAG SCREEN o I ANCHOR AND HA4 (2)2x4 FLAT BLOCK RECESSED ;r, 1 BETWEEN WALL STUDS p A II II EA. END DO NOT SCALE DIMENSIONS FROM w/8-0.131x3" TOE P.T CURVED BRACF 111_ I -IL 11 THESE DRAWINGS,IF A DIMENSION IS NAILS EA. END CUT OUT OF 4x i% I - - -IL UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR (4 TOP AND BOTTOM) %"x8" LAG SCREW --- I I PLAN NAME (2)2x6 w/y2„ CDX eESSE6-- - _ I I HUDSON RESIDENCE PLYWOOD FLITCH GLUED I I DESIGN/DRAWN/CHECKED & FASTENED TOGETHER 4x4 VERTICAL I I PER 3/S1.2. FASTEN I I cs / AOB/LAP DATE EA. END TO ADJ. I I STUDS w HUC46 WALL -- - 08.22.2014 / FRAMING ALL EXPOSED METAL CONTROL NO. SEE PLAN CONNECTORS AND ' 2056 FASTENERS SHALL° TRUSS ID. BE S rAINLESS STEEL 41720 LPA NO. 9 SECTION �10BALLOON FRAMED GABLE END SICN-14-00014 SSCALE: NOT TO SCALE S2.2 SCALE: NOT TO SCALE SHEET 2.2 S2.2 SHEET 901`10 3 ROWS OF 5 AT SOLE PLATE JOINTS TS INSTALL M ( ) 2 PLY 1. 2 ROWS 16d 0 r7 2- .145x3 PAF EACH SIDE. COMMON WIRE TRUSSLOK � MICROLLAM ENGINEERED WOOD PAF's MAY BE OMITTED ON ONE SIDE <' @ 12 o.c IF A SOLE PLATE ANC LVL BEAM ANCHOR IS WITHIN EA. SIDE FASTENERS @ 24 o.c BOUNDARY OF RATED SHEATHIN(; AS SHOWN 12" OF JOINT CD Lou Pontigo and SHEATHING SEE GENERAL NOTE" I SOLE PLATE ANCHOR Associates, Inc. PER DETAIL EXAMPLE OF PANEL N ~ 420 Osceola Avenue iX Jax. Beach, Florida 32250 EDGE w/ BLOCKING I 11/4 @ 2x6 BUILT—UP Ph. 242-0908 Fax. 241-9557 WHERE REQUIRED BY GENERAL NOTES 1 V2" © 2x8 1 /i" BEAM FASTENING FL: CA# 8344 SC:CA#3579 a_ N CONTACT US WITH YOUR COMMENTS BUTT JOINT CV COMMENTS,rN, A.COM PT. SYP#2 MAX. MIN. x SILL PLATE NAIL SPACING AT _ _ — --- -- - _ SUPPORTED EDGES, \_300J N EXISTING BEAM, `��,. � �`,,,;,••r � GENERAL NOTES 3 ROWS PLY 1.9E ,- TO BE REMAIN 16d COMMON MICROLLAM x ° 12d NAILS SOLE PLATE BREAK �'°e;; •'� �E�s{c'°• • 8 WIRE @ 12"o.c LVL BEAM FROM OTHER , EA. SIDE SIDE OF 2nd 4-16d EA. SIDE N EXAMPLE OF UNSUPPORTED PLY (UNBLOCKED) PANEL EDGE I MULTIPLY LVL & " >' ` `, ,} • , ,�°; ST E OF { A j (3)ROWS Y4 x3Y2 o (TYPICAL) 2x12 x ° SDS SCREWS t` ; ii ; "'=,,0•°•�<ORIpP•°°• �,� N NAILING PATTERN ° AT 12" O.C. ; I , » -> ��; �a .,��, 00 4 -0 MIN. tu�,uN AL NAILING TO INTERMEDIATE SUPPORT 2x6 or 2x8 2x4 IS 6 o.c MAX. (UON) -- I-}� -STUDS. ROOF ...... 2x SYP.#2 DBL. TOP REVISIONS DATE TTRUSSES, OR NAILING PATTERN NAILING PATTERN PLATE. FASTEN FLOOR JOISTS \_ADD 3rd NEW LVL TO EXISTING TOGETHER w/ (2) / 2x— MULTI—PLY BEAM ROWS OF .131 x3" @ (2)2x_ 12"o.c STAGGERED (2)2x_ UPPER PLATE BREAK MULTIPLE MEMBER 1 SHEATHING NAILING DETAIL _ 2 BUILT - UP MEMBER FASTENING 3 ENGINEERED WOOD BEAMS 4 PLATE BREAK DETAIL FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU SCALE: 3 4" = 1'-0" SCALE: 3 4" = V-0" SCALE: 3 4" = 1'-0" SCALE: 3 4" = 1'-0" PONT GO&ASSOCIATES PRIOR TO S2.3 S2.3 / S2.3 / S2.3 / MAKING ANY STRUCTURAL FIELD'' MODIFICATIONS WHICH MAY VAR FROM THE INTENT OF THE ORIGINL CONSTRUCTION DOCUMENTS.ANT LOCATE FULL HEIGHT FIELD ALTERNATIONS MADE PRIORTO BEING APPROVED BY LOU PONTIGQ @ CI A ADDITIONAL ENGINEERING INSPECTIONFEES.ING OR ANCHOR ON SASSOCIATES MAY RESULT IN CORNER WHERE UPPER 2x4 BLOCKING PENETRATIONS THROUGH STUDS TOP PLATE OVER LAPSs2.3 @24" O.C. FASTEN 6 " I STUDS NON EACH END w/3-10d WALL LOAD NON-LOAD TOENAIL` I L LOAD BEARING OR LOAD BEARING BEARING BEARING 3Y" 3%" 1Y 1y EXTERIOR WALL WALL SIZE BORED HOLE SIZE BORED HOLE SIZE WALL NOTCH WALL NOTCH (J - 3333 3 33333 ,33 -- 40% 60% 60% 25% 40% C STUD BELOW — S 5UD FACE L �— 4 10c1 2x4 1 3/s 2 Ys �/8 1 3/s" STUD FACE BORED HOLES / MIN. OWER TOP " 3 " % MIN. DIA. 40% OF BORED HOLES C I r I PLATE AT BREAK OVER LAP DOUBLE -!- COMMONS (2)2x4 - 2 Y8 2 Ys /8 1 /8, STUD WIDTH, DIA. 60% OF W LL TOP PLATES 2x6 2 Y4 - 3 5�s 1 3/8 2 Y4 60% ORTHOGONAL VIEW WALL_ IN EERSECTIO(�! _ WIDTH OF STUD SPICE JOINT (2)2x6 3 5/6" 3 5/s" 1 3/a'� 2 Y4" WIDTH IF DOUBLE STUD WIDTH U CONDITIONS. 2x8 2 3 " 1 13 " 7 " STUD MAX. OF CORNER — 3"3" 3"3" 3"3" 3" 16d NAILS /8 4 /8 /s 2 /8 (2)2x8 - 4 3/8" 4 %" 1 i3/6,> 2 %)p a ---- T T-71 I I I I/ % . . . . . . . . . . . . - OF TS UD 5% OF STUD 0 W WALL HOLE WIDTH MAX. WIDTH MAX. Q� 0 SIZE SIZE 1'-2" 1'-2" 1Y" 1Y" 1'-2" 1'-2" 2x2x6 2 /44 1 3/4" CORNER WALL IN fERSEC A 3 » EXTERIOR OR NON BEARING Q -PION_ a CONDITIONS CONDITIONS 4 -0 2x8 3 5/s BEARING WALL PARTITION PLATES: NOTES: __ 1 _ SECTION "A" TOP AND BOTTOM PLATE HOLE CUT OR NOTCH 'THAT IS 50% OR MORE OF NOTE: C 1. OVERLAP TOP PLATES AT CORNERS AND IN 1 FI �F� � 2. DENOTES 3"x0.131" GUN NAILS @ 6" 0 /EW-FICAL WIDTH MUST BE REPAIRED USING 16 GA.(MIN.) METAL TIE THAT IS AT SEE SECTION 2308 9.10, 2308 9.11, AND FIGURE 2308 9.10 FBC 3. @ DENOTES FULL HEIGHT ANCHOR, SEE PLAIN NOTE: LEAST 1 Y2" WIDE (SECTION 2308 9.8 IBC) IF WALL IS A SHEARWALL IT Q 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDUi !- 2x4 LAP SPLICE = 16d NAILS @ 3"o.c(MAX.) MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS) ,, z 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE 2x6 LAP SPLICE = 16d NAILS @ 3' o.c(MAX.) Q) OPTIONS ARE SHOWN TYPICAL FACE NAILING 16d NAILS @ 14"o.c(MAX.) E 0 ED WALL CORNER AND FRAM 0Q 5 INTERSECTIONS STUDS CONFIGURATIONS 6 NAILING AT LAP SPLICE CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES S2.3 SCALE: 3/4" = V-0" S2.3 SCALE: 3/4" = V-0" �,3SCALE: 3/4" = 1'-0" Q� .�... W MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. C SINGLE BRACING NOTES AND SPECIFICATIONS v , 2x4 BLOCKING. FAS 'EN `I--12d TOE 2x8 SYP#2 OUTLOOKERS TRUSS BRACING 1.) ALL END w 3- "10� NAILS' (TYP.) @ 24" O.C. 1. ALL BRACING LUMBER SHOWN, EXCEPT FOR T-BRACE SHALL BE 1x4 6-1Od TOENAILS / j SYP#3 OR BETTER OR 2x4 SPF#2 OR COMMONS H3 HURRICANE CLIP @ EA. BETTER. _ (UON) I CD OUTLOOKER TO TRUSS. (1)DIAGONAL BRACE PER 12" LONG 2x4 BLOCKING (4) TRUSSES APPLIED 101 2.)BRACING LUMBER SHALL INTERSECT R0(* WITH 6-10d NAILED INTO TO BACKSIDE OF WEB. I I THE WEB OF THE BRACED TRUSS, PER 1-RI`SS j BOTTOM CHORD OF I°I DELEGATED TRUSS ENGINEER. j GABLE END TRUSSI 1 3.)PERMANENT PERMANENT BRACING SECTIONS II ;F, ! BRACING APPLIED TO I°I WHERE NOTED ON TRUSS MFR. SHOP i� �� FRONT SIDE OF WEBS. 1 I DRAWINGS. THE CONTRACTOR SHALL DETAILS X k3RH _.F j W LL SHEATHING UP I°I I i PROVIDE 1x4 SYP#3 OR BETTER I GABLE END TRUSS. BOTTOM CHORD BRACING ° ° T-BRACE FASTENED TO I I 2X4 T-BRACE. ONLYI°I PERPENDICULAR TO TRUSS BOTTOM WALL SHEATHING UP ° ° ° ° ° ° WEB w/- 0 12d @ 6 O.C. I I REQUIRED FOR BRACE GABLE END TRUSS `� ,�� T-BRACE TO BE THE I,I CHORDS AND ATTACHED TO EACH SAME SIZE, SPECIES, TRUSS WITH 2-8d COMMON NAILS, AT LENGTHS > 8'-0".-`_ THREADED ROD TO EXTEND I I GABLE END WALLS PROVIDE DIAGONALS DO NOT SCALE DIMENSIONS FROM FASTEN w/10d COMMONS AND :GRADE AS WEB AT END WALLS PROVIDE DIAGONALS „ \, OVER 2x4 BLOCKING AND CONTINUOUS LATERAL BRACING, SEE � I°I THESE DRAWINGS.IFA DIMENSION IS @ 6 ON-CENTER ` I j 8-12d TOE TO BE BRACED. UNCLEAR REFER TO THE GABLE TRUSS BOTTOM CHORD TRUSS SHOP DRAWING FOR QTY. AND 11 ARCHITECTURAL DRAWINGS OR I I (APPROXIMATELY 45%) TO THE CONTACT THEE.OR. NAILS (TYP.) LOCATION. IF MORE THAN (1) LATERAL 10I ADJACENT EXTERIOR PERPENDICULAR FULL HEIGHT WALL ANCHOR BRACE IS NEEDED, OVERLAP BRACE I I WALL BETWEEN EACH LINE OF BRACING PLAN NAME 2x4x6' SYP#2 LATERAL BRACE EA. AT GABLE TR SS AS SHOWN. J 101 TO FORM A ZIGZAG PATTERN ALL 1 HUDSON RESIDENCE X-BRACE w/ 2-16d NTO BOTTOM '�� 2X4X24" BLOCKING. CONSTRUCTED OF THE SAME BRACING CHORD EA, TRUSS. ' FASTEN EACH END WITH C° MATERIAL. THIS REQUIREMENT IS NOT DESIGN/DRAWN/CHECKED 4-12d TOENAILS cs / AOB/LAP J i ALONG NECESSEX EXTERIOR ARY AT HIP WALLSPARALLELTO DATE _ 0.131x3" TOE NAILS @ 8"O.C. BOTTOM CHORD BRACING PROVIDE 08.22.2014 � � FROM BOT. CHORD OF TRUSS DIAGONALS IN THE END SPACE CONTROL NO. TO DBL. TOP PLATE BETWEEN THE WALL AND THE FIRST 2056 LINE OF BOTTOM CHORD BRACING AT A TRUSS ID. NOTES: MAXIMUM SPACING OF 20 FEET. 41720 1. SPACE GABLE END BRACING @ 4'-6" MAX. LPA NO. 8 GABLE END BRACING 2. ALL MATERIAL TO BE SYP#2 PERMANENT TRUSS BRACING SIGN SHEET D,4 SHEET S2.3 SCALE: 3/4" = V-0" S2.3 SCALE: 3/4" = V-0" S2.3 s SHEET 100F10 wMAN E�. MU_1_ICAN f��51GNF p, INC, C 904) 745 - 5,�7174 30 YEARARCH TECTUBAL SHINGLES ON R \ HE EL AND sT CK UNDERLAYVENT ON ,fL� ALL NEWFASOCEAVEANDS CONT Ew STNO SE'EATHINGANDFRAP NG- DES GN TO MATCH-BRING CON DIT FNS. 11 I tl LfT ALL EXIST NO FASC A,EAVE AND SOFFT ((''}tui}tI1Tu�II Liu V MAA MALT OBE REPUTED 1rlt.Il l}I]j)[l 11(S II �� ND MATCH NEW IITp I CONSTRUCTION BUILDERS SPECIFICATIONS MATCHEws IN. X11 11�14I(-I11]j� LEwEFNGS EROR VJAUFNSHES aooF ovER Arvcs. llll II II_!� ILII Il th, Il_ BE REbwVEO AND REPUceoWITH L. AL ulr 11llll lli111�ii1�ll�� �!Illlt4 14 rv° cEDARsdAKEs �CI II �la- 1LII�t lu1 �l / III ° IL u[II�II III11L1L Irl l Il lj 11[II(r ui-�1 ( 4 a^ la� l'I 1111 711P 11 r LfI�� I IL� I � f� II YI 111�111IIIfl �: f L .11(T �I I l II j� _1.L I!II Ill n uiLt 1111 Il II IILJ�L 2IL11�11I-I 11111�� iiIW L�1 1411 ll[ILV!Iu 111' I � IIP I u I eec __ _ -zna_ zD•-�- .1.' .• -... •••• j II fl.Ill` _ L Illi it I' ALL EwaTNO WINDOWS TO BE REMOVED 35'- U ,� �I--ILII 11111 T11 �II IT(IIII Jl �� _- 'IIII nils ..14�ll��1'rfft rtI AND REPLACED WITH NEW WINDOW UrvTS. / Ii�.f [1t�t1_-11111i�fy L I I 1}-,.illi ul, II1f1 I�XL171i'�llil}I iI rr. ■ .,111t1� l II "f Tl ■ ,y IT1J 17 l 1 I m I Q u 11 , ,LIIl- II NEL Ewsr Ncw NDows SEPE.G). - i )tt )T�,T n �� T/r (IIL1 L141. t1]r 1Lf 11111 li li. NEW TaM(sEE BUILDERS SPEcs) 1 fi lji II II 1 it III 1 17 P I 1 1 IL17111Ti 1_(rl I ml f-���1.- l f t.lL N 4(11fu 11rI III�.L y�1} 4!l it l(-I 11�411�1}IJIII It 11Iiu[IT(I. 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LL} 1L}II 1 �(11111TI IIL 114.1 11 1 1 I L III 111 Lf1�,,1 11 f� Ilil 1111-I� T 1 11111�1LL1IL4 „�11 I�11T 171 }I lull lilt 11 I(I7It ILI'11T h I(`t I I1+YII lI r II 1< 114. it Iu�I 11] IT ILITI ILITII 17i I T Ili_F I1 L1�111�}11111LJ11I II l�u 11 iL 11 llIlfu � I)_li�ll!Y 11 1II��Lf} 17 II 1111'�.� JIIi-I ffffff,,,,,�r1 IIII 1111E V I' 1111 LI. li iu!LL Ill�l1'1T J.II 1 171111fri11L] L�. i; 1111` If ' IIl7n'l1T}II H I L Irl 1t 11 N 1411 Illilt tl 1 N II II1Y1111Tr11 Ifl l�II� � ERG ----- -zedL lit! NEW TRIM(SEE BUILDERS SPECs) VED LI )1111 t}LI 111� _. it! ITTTIt� �t i nuNEVnv rvoo.vs TO RECEIVE 11�LI71r 11� I� �(I ILLI f - I- il�iT�l - L �� p ALL" LL Ewsr N'w NBOWS TO BE REn _.._ J .. 11' "'IIL�Y III, IJL l}�.. I t i 1L lI L14 11, JJ11I�II T u I lJ Illl � r,[ tll I AND REPLACED WITH NEW Nl NOOV.UNITS. 1L l 111i1lt I11YIJ r1 II 111 ISjfI,III 1LII IIf.ILI T II iI�(}Il 11 1711 I f Ill Ill Ll}{ it li 11`II}l l IF IIIIIIjJf II lI 11,.f hI II[. 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BRG f` 11 Il 1117E 7 t l 1 I l I n t II`lll}I nI t 1 1 t.1i.1 11111 1t L II I.l lil- 11111 HIP �I(}+FI II 111ffI l���ll T f1�III I.11111I(1TI f if l 11f ffJ!Jfl(y(IL1 It jT. _ ii II�1((III Il, pi L1?I_II.L II!IfIT 1111111rll11l- lli�l.}II}Ii- 1>'f171� lf.y. L14 I!I'_ I ll lltr 111 1J Ii J Ir 1111 f.J Ir 111111 III i 11 TI iTi III 1 Ir�i(1 41 111 TI tl�' 17 Ir T I ILA{ l l`I [} II `tl"1 l-[I I1LL IrI�L�I I[]111"I 11 l IIII It No: DATE: REVISIONS: 1It1f}I IIII Tf 1117r11-�I1 II1I 111 fr 1111 tI1111�LLl ln� t1111111rII lI1 Itilln Irl ll, , f illi 7t I}�il�ti 1.11 71 1111111 11t.` - -- 7 duly I II u l I ur i t i I -- } 1"_lI,��NwvcT��iT �7� LEI I1 a 11f _�1� I t 11,+ �tI- 1� �4 �j fILIr "414 } - 1717rI111II(lI 1 r 11IT._ 11 Jll l 1111 lui i tLlI II>'IiiiTl Itl}11 I --__ - -1I 11 JC Ti 1 1. I III I]7 �TI ] L1L4T11[L1,I1� LI,- 111 - ------ ------ -_ NOME ATION it I Il 1171II_ - III _ ... Ili JI HousE o'o' y o'-o' eousE �� �- 111�I 111 If} 1�1 1II7i p�NOV 1t �__-_ � ;cARACE FF L)I�IrIIl lI Ill,Ii], �O� DARABE ,NEW STAINED WOOD NEWS AIDED GARAGE DOORS. WOOD BRACKET. EXT�pIO z rear doyatlun .. ELEVFl m(a aow(ny b an)n.wn,ent.1of..ae Dna ue A3 SCALE: ila-1A p-pvtia properly.)The uaeuolf Nia 4awn 9w all M Fae,rktetl 1 N II B.,•AIN It b Dre- 'orea map bikolkn Bl6--yIgnited B. uch uae Job N. 13 15 SNeet No: Dot,. scala Drawn. K.E.M. Gbeckstl. i -1 �..r. r,. � VI N , M UL, L, I CAN P 1� 516 N F, INC ■ LOT 2 6 COVERAGE OF LOT 1 1 1 1 EXISTING COVERAGE: 1 1 ' LOT AREA: 13,400 S.F. 148 " 08 BUILDING S.F. 3327 S.F. DRIVEWAY: 1130 S.F. li 9 9 9 Oo FRONT WALKWAY: 180 S.F. E POOL TERRACE: 1108 S.F. I83042- _ i TOTAL IMPERVIOUS: 5745 S.F. I v I 0 8 LOT 2 6 % OF COVERAGE = 5745-- 13,400= .43% " 385 � _ 5 " 00 , _ _ 2 8 I D 1 _ - � FN � _ 385 _ 1 2 • E T - 2 5 F N D / PROPOSED COVERAGE: ORTN `I No � . _ T N 38 7 2 5 _ — " # LOT AREA: 13,400 S.F. CORNER OF Lo'� T BUILDING S.F. 3327 S.F. �, O R T N E AS DRIVEWAY: 1130 S.F. 24 OAK NORTHEAST 2 5 FRONT WALKWAY: 180 S.F. O C LI POOL TERRACE: 1108 S.F. EXISTING DRIVEWAY R r TO REMAIN. i C O R N E TOTAL IMPERVIOUS: 5745 S.F. 12" PALM ________-- - I � � % OF COVERAGE = 5745-- 13,400= .43% __-------- ------ 0 5 2 0 NOTE: NEW SECOND FLOOR ADDITION i O DOES NOT CHANGE COVERAGE OF LOT. O T.U7!7 0000 3B57 X V /.`\ i FN r \ / \: / / / O P' C' 9NO I .D . i ❑ ❑ ❑ ❑ FT 1 i ❑ i , / , HATCHED❑ r I I C AREA REPRESENTS _ 1 ----- � \ � :/ , NEW SECOND FLOOR ADDITION. �j � • i ' / ` > `- ,� / i NEW ADDITION OVER EXISTING 12 FIRST FLOOR AND EXISTING ❑ , 77 POOL TERRACE. LLJ\,' i ❑ CD O r EXISTING POOL,; i `, \ i ❑ i SPA AND j El / I i r TO REMAIN. \ X \ ,X i I Y 0 _. }� or / ----------------� �"— EXISTING DRIVEWAY TO REMAIN. 0 ............ LLJa: r a__-. ..... / I II 2" PALM/ II SET 1 /2" 3 II # 3857 E S TEP L Y II – --------------- _ R - -------------- 1V o P. T. _---- i ______------ --- 3857 35 BB .R .L. 0)ND1 /2" w I 0 i # 048 i O N;- i 24 OAK C4 EXISTING WALKWAY2" PALM TO REMAIN. � . 03 385 - _ FND 1 /2 _ _ P •C.C. # 3857 �\ ND 1 /2„ LANE � F �. 1048 RE RE OF NER — COR No• A OM R�� _ . DATE: REVISIONS: SEE —y z UT F L .M OF tl"Jl r HOMF, PTNOVATION TH[� HUP50N ' 5 ■ ■ AFCHI,rr-,CTW 51111�� P11/1"N y This drawing Is on Instrument of sonrice and this property of Kevin E. Mulligan. and shall SP1 SCALE: 1° - 10'-0" bemain his reestri ted topthe original sits for wh ch I. The use of this t shall e ll - pared and publication thereof Is expressly limited to such use. Job No: 5-201 Sheet No: O Dote: 8/21/2014 t Scale: III = 101-011 Drawn: UN, Checked: ■ ■ i x 1 ■ ■ • rl"� V I N F" M UL, L, IC/—W 516 NF_ P-l'i I NC , ( 904) -7413- � DENOTES EXISTING CONSTRUCTION TO BE REMOVED. ;i EXISTING EXTERIOR WINDOWS TO BE REMOVED, (TYPICAL) "! REMOVE ALL EXISTING «; KITCHEN p'¢I CABINETS AND APPLIANCES. COORDINATE WITH CLIENT 'I FOR REUSE. .... ...... ...�.......... .... e ._... ... .... ..... i... ... .. .... J REMOVE ALL EXISTING _... .... ..... ... : . O 4 LAUNDRY CABINETS --� .__ ... ...... ..... . .... .... . . ... ...... .. . ..... ..... I I I \\.......... _. ..... 48„ N AND FIXTURES. I...."Y .L..I II �-=—I FP BATH i �. f CLG E LAUNDRY L. .... . . .. 10 CLG I KIT H :N I I I ��� c� x 3 Q 4,v I ! I I z I 10 V) v 3 s / I I I _jI X QI N v x 15 JI i I I I c� UP UI �\\ STUDY 1 9' CLGLID x I I I I � UP 10' CLG !J/!C/IZ%I1lllll f I I I I I —_ CLG LN— — ——— 1 1 1 1 1 1 I I I I ' I ' 9 CLG I I GREAT RM I I I u I 7.1CLGLP VAULTED CLG i 10' CLG ' c x // �f� I I j EXISTING EXTERIOR WINDOWS TO BE REMOVED. (TYPICAL) EXISTING WALL STRUCTURE REMOVE EXISTING 10' CLG TO BE REMOVED. 1€ INTERIOR DOORS. 10' CLG o�c ... (I r--- ----------, I IZ rz I I I I I, 7:12 LIP \\� N � I I I I I I� I FOYER ----- I! 10' CLG l i I I 2x8 :.....: .... :-: :....:... ..... ..... ... I ... ...... :...... .. 2x8 WALL 2x6 WALL +1'-0" II I I I I I COVERED I LANAI I I ❑., _� 10 + CLQ ENTRY I I I I FOYER II I` DINING 10'+ CLG II 11 ' CLG I I I I� EXISTING GARAGE DOORS 3 — CAR GARAGE I` EXISTING EXTERIOR WINDOWS TO BE REMOVED. (TYPICAL) I I Q AND DOORS TO BE REMOVED. I I :..' I 9' CLG (FROM HOUSE FF) L---- ----------i I I II is I (SEE ELEVATION) I o... ..... ... .. q � - - - -- -- ---- - - -- - - -- - - -- - —— — — — `BULKHEAD ABV 2x6 WALL l; ,v 1 I 10' CLG it - I: I 10'+ CLG I W.1.C. ——— I 10' CLG I I I II I 1€ I I I 10" CLG I I I I E I I ► + BATH i SUMMER I 42 --- " x 10' CLG I I KITCHEN FP g. II I II OUTDOOR II � I� � � II LIVING _ �` I BATH Q . �— '' SUITE 3 x 10' CLG I I . I I I POOL 6x6 PT SPA POST L : No: DATE: REVISIONS: .t = 2 3 4 r : i HOMF PF-NOVATI O�.I Y Y 4 ■ PIAN This drawing is an instrument of service and the remain his property. The use of this drawing shall property of Kevin E. Mullican. and shall be restricted to the original site for which it is pro— be and publication thereof is expressly limited to f i rs� floor - such use. Job No: Sheet No: 1 SCALE 1/4" Date: - 8/2112014 +C Scale: - - /�"=I'-0" Drawn: Checked: ■ • r,, KEVIN L� , M UL, L, I CAN INC , ( 90-4) 74 �5? - � 574 DENOTES EXISTING CONSTRUCTION TO BE REMOVED. EXISTING EXTERIOR WINDOWS TO BE REMOVED. (TYPICAL) — — ----- ---- ------:.. - I � - - - - - - - - - - - - - - - - - - \ SEE MAIN STAIR NOTE, THIS SHEET 0:1 I \\ I I \ n 1 1 E I \ BATH \ V) \ 9' CLG 12 N (D 6 13 J ; I \\,y N 14 i s 2X6 WALL �j \ 3 2x6 WALL x <11 7: 12 SLP \ I \ CLG <7 \ IPA CLG LN 12\1r 1 151 1 f EXISTING ROOF STRUCTURE DN TO BE REMOVED THIS AREA. �'i/ SUITE 2 I I 7. 1 SLP CLG / I ` 9' CLG ! I 2X6 WALL\ flK I \\ o I oc t' I I EXISTING EXTERIOR WINDOWS TO BE REMOVED. (TYPICAL) I, / Iz \off / 7: 12 SLP \v c� CLG I \�ti `� J 7: 12 SLP . \\ I I I CLG \\ .. .... ...... .... ...... ...... I / 2x8 WALL � ..... ..... .. �...... ...... ..... .... 2x8 ./ l.-..-=a 2x6 WALL r .... ...... .. .. ...... ..... ..... . ........... ...... ..... ..... .................. .... 9' CLGCl: l ! I I ! I i I rf i I EXISTING EXTERIOR WINDOWS I 3068 I I SUN TO BE REMOVED. (TYPICAL) ! DECK / 4' A TTI : E I , VAULTED CLQ SEE :ELEVATION ' -� EXISTING DECK RAILINGS g ! ! TO BE REMOVED. (TYPICAL) I 9' CLG < _j I II I U EXISTING W LL STRUCTURE � SHOWER '. TO BE REMOVED. �.. .-.::.: ... :::.. ::::. ..... :.... ...... ... - .. \ `• /r I ! EXISTING WALL STRUCTURE TO BE REMOVED. ✓ ; l \� �, I -- --�._ ..- - W.I.C. 9 CLG i _.. \ 2x6 WALL 1 EXISTING DECK AND STRUCTURE 3 j� CLG LN 1 j I TO BE REMOVED THIS AREA. EXISTING VANITY I I - 3 EXISTING EXTERIOR WINDOWS I I TO BE REMOVED. J I TO BE REMOVED. (TYPICAL) 3 , I I I I /l1%_. _.. ... �- _. ._. �- --.. .._._ .......... %1l LL------�j I ° I 1 - I I I Is I I � z 1 M ASTER iSUITE ' I SLP CLG FROM II I 2nd LVL BRG II w I I N — — — — J No: DATE: REVISIONS: '3 2 3 4 71 ■ ■ NOME P-,,F� NOVA�'I ON For" THF, HUP50N ' 5 } C>�MOh ISI ON 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- 5 cOn id floor pared and publication thereof is expressly limited to such use. SCALE: 1/4" = V-0" Job Ido: I��-21�< Sheet No: Date: 81211 20M Scale: Drawn: K, AA, P2 Checked: , ■ r � VIN MULLICAN r F, 516NF__ P-1,, INC , ( 904) 745 - 5574 EXISTING SQUARE FOOTAGE A/C 1 ST FLOOR = 2213 A/C 2ND FLOOR = 1179 TOTAL A/C = 3392 ATTIC = 469 GARAGE = 850 ENTRY PORCH = 48 LANAI = 726 i TOTAL SQUARE FOOTAGE = 5485 '( NOTE: ALL EXISTING WINDOWS I NOT LABELED ARE TO BE REPLACED LINE OF NEW WITH NEW WINDOWS OF EQUAL SIZE. ———— —— PORCH ABOVE r --- PROPOSED SQUARE FOOTAGE 0 FREN H I (3)2650 CASE I __� I ( �� 4s., N � A/C 1ST FLOOR = 2213 I.i-..: 1 I I I I Fp EXISTING A/C 2ND FLOOR = 3179 LINE OF NEWI I I I I I I I I BATH i i I I I TOTAL A/C = 5392 ADDITION ABOVE I L1—_—_J I ! I i I �c�c 10' CLG \I ... ... ..... ..... I I I .. I \ ` x J I NEW ;. ..._ . I..... .... ._ I 04 Q �j CABINETS II �� ATTIC = 0 6 13 co GARAGE = 850 14 04 x ENTRY PORCH = 48 INK f ( 15 = EXISTING STAIRS TO REMAIN. i i I I I _ O NEW TREADS AND RISERS REQUIRED TO MEET NEW I UP LAUNDRY I I °- .. - ___ -..R, . I I ��� DINING LANA DROP I I I EXISTING i t FLOOR LEVEL. 11 I i KITCHEN I I o TOTAL SQUARE FOOTAGE = 7106 10' CLG _ I I 1 10' CLG I I I U P I I I I I �— CLG LN --- .. ... _.. . ... .... .. ..... -------- — - - -- --- ——— T .. .. 1 1 14 1 1 1 __ _ --I — _I I �i� EXISTING EXISTING 00 00 l l 1 I I I LIVING STUDY I I I I VAULTED I LINE OF 10' CLG x ! I I I \ f FLOOR ABV. NOTE:ALL EXISTING WINDOWS i _ ..... ...... ...... .... I I I I NOT LABELED ARE TO BE REPLACED -----� I I I I \� j EXISTING Ii WITH NEW WINDOWS OF EQUAL SIZE. FOYER 10' CLG / I 1 ..... ...... ....I I I� �� i 10' )CLG i ----- ., oco I I I I I I $ II I rn l 2x8 WALL 2x6 WALL 1 _..... ..... ..... .... ..... ...... . ..... ..... ... ..... 2x8 . ..... ----- ...... ..... ..... ... ... ..... . ..... ..... .... 15080 SLIDING FRENCH II II a- I ! II Ld II II � \ ------------� z II _ _ __ __. _ -._ __. __ w - ---- EXISTING EXISTING I _—__—_—__� EXISTING EXISTING U_ ENTRY I I GARAGE LANAI I I i DINING I 10' PLATE o 10' PLATE 10' PLATE I I 10' CLG I i -- .. ..... ..... __. ..- ....._.. . - - _. _... _ o CO -- -- - - _ - -- -- - - - o NOTE: EXISTING COLUMN TO BE I r I I FINISHED TO MATCH NEW COLUMNS. ... ............ .. .. ..... ...... ...... ..... ..... ..... . ...... ...... ..... ..... ..... ... . . ..... ..... ..... ...... BULKHEAD ABV .... _ - - - 12080 SLIDING FRENCH x o NEW DINING ------ j t o I LANAI I I I I o ! 10' PLATE I I 10'+ CLG I co NEW 12" SQUARE T I I PANELED COLUMN. x BULKHEAD ABV. L I 10' CLG I I II ----- --- I ___ EXISTING EXISTING l EXISTING 42" x ——— BATH I I I SUMMER LINE OF POOL FP I I J KITCHEN I I ROOM ABOVE TERRACE 10' CLG ------------I I J v II ----- C_' _—� I �1 ISTING ------ ---------� T 2020 FIXED 2 2 FIXED > ILO N x -- -- I I 1 LG " o m � I Li I I EXISTING _j I I BEDROOM #2 10' CLG I I - EXISTING EXISTING —— — —— — — — — POOL SPA REPLACE EXISTING COLUMN WITH NEW 12" SQUARE PANELED COLUMN. No: DATE: REVISIONS: 1 EXISTING 2 SCREEN WALL 3 4 ■ HOME �� Nov7��rloN F ofd THF, HUP50N ' 5 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 fir5t floor pared and publication thereof is expressly limited to such use. Al SCALE: 1/4" = V-0" Job No: 1�215 Sheet No: j Date: B/211201 I Scale: 1/�11_11_011Al Drawn: K �� Checked: ■ ■ ■ s r VIN , MULLICAN _ 1�� 51GN� 1�, INC EXISTING SQUARE FOOTAGE A/C 1 ST FLOOR = 2213 A/C 2ND FLOOR = 1179 TOTAL A/C = 3392 ATTIC = 469 GARAGE = 850 ENTRY PORCH = 48 LANAI = 726 TOTAL SQUARE FOOTAGE = 5485 o _______ 20120 r�--- PROPOSED SQUARE FOOTAGE (?).310 DH (2)346.AWN I - I C . ... I A/C 1ST FLOOR = 2213 STORAGE STORAdE SEAT STORAGE .... -- j 3 p W \\\ I A/C 2ND FLOOR = 3179 CABINET I CABINET I \ EXISTING I _.k.._.... m ... I �\ POWDER I BATH I TOTAL A/C = 5392 9' CLG I I \ I \\ 9' CLG I ® v I ATTIC = 0 LAUNDRY SIIF4KO \`�\c� 6 13 j GARAGE = 850 `� <1 ENTRY PORCH = 48 -__ . :. 2X6 WALL 2480 I \ . 3� 2x6 WALL LANAI = 726 I ` N I DINING LANAI = 90 to I PLAY I `\ I I ROOM \ 10 xl I VAULTED ISLAND I \ I TOTAL SQUARE FOOTAGE = 7106 {' o I 2'6" x6' 1 \ — CLG LN------ --Z-- I N: I — o; 1 1 1 151 1 1 19 NEW RISERS AND I G/ TREADS REQUIRED I 1 I I I \ EXISTING \\\ NEW FULL HEIGHT BEDROOM 3 NOTo ..... ..... ..... ........... ......DESK.... ...... ...... ...... ...... I I �\ WALL WITH 9' CLG NOT EABELEDIAR TO E REPLACED 4 AREA I \ BOOKCASE xl I I \ WITH NEW WINDOWS OF EQUAL SIZE. N STORAGE I STORAGE I \ l F1 .. ...... ..... ..... ......... . ...... ..... ... CABINET I CABINET I I –9' CLG – - - STORAGE STORAGE ORALE STORA E CABINET CABINET ABINET CABIN _T ( \ 3080 3080 2x8 WALL 2x8 2x6 WALL DI o: UPPER HALL IST C M STUDY HALL 9' CLG � 9' CLG 00 9' CLG 3080 3080 3080 3080 0 I o I STORAGE X: ! 9' CLG N DESK ' . ...:....... ..1 SITTING ( DEN NEW TUB .. ...... ............ ...... ..... ...... ...... ...... .....I ----- . AREA - 9' CLG 1 9' CLG 8'x 4' C7 U o i WIC 5 BEDROOM 5co 1 9' CLG 9' CLG NOTE: BEDROOM TO HAVE AT SHOWER WIC I - - - - - - - - -, - - - — 9' CLG LEAST ONE WINDOW WITH A CLEAR — — — — EGRESS OPENING OF 5.7 SQ. FT,WITH NOTE: BEDROOM TO HAVE AT — -..- - MINIMUM DIMENSIONS OF 24" IN HEIGHT I LEAST ONE WINDOW WITH A CLEAR 2020 AWN EXISTING ........... ..... _.. 2480 o AND 20' IN WIDTH. EGRESS OPENING OF 5.7 SQ. FT,WITH _ MASTER BATH w MINIMUM DIMENSIONS OF 24" IN HEIGHT (3)206 CASE o M 9' CLG I Y v AND 20" IN WIDTH. o 0 0 . BEDROOM 4 `' LU C C \ 9' CLG w � 1 BATH I- - - - - - - - - - — 3080 EXISTING 2x6 WALL o a: TH 4 CLG _ _ MASTER i � w2: oa 2 3 0DH 9' c G I `r w O 0-i I I CLOSET 1 � LL � 1 pw J I a I 9' CLG w 0° Q I I / � C) I 00- _, m 1 v w 1 Q Co I N I 1- ( - --- - N I I'.. I I I I 144 144 144 - 144 144 144 FI ED FI ED I FI ED Pn El ED Ell ED TEMP THMP 1 1 (3)2060CASE1 1 THMP TEMP I i EXISTING MASTER VAULTED � I� IU I I I I I I � I aF A i i No: DATE: REVISIONS: 1 3 3 ■ ■ H )MF, P,,FN(:)VArION j fi 1 L�✓ 1 For 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 be restricted to the original site for which It Is pre- ,I S�Cd�l� floor ��,ch`�'��® publication thereof 3s expressly Idrndted to A2 SCALE: 1/4" Job No: 1�21� Sheet No: fat®: 8/21/2014 Scale: I/���_1�-0'' - I Drawn: A2 Checked: ■ ■ ■ o ■ • - KF, VIN F, MUL, L, ICAN PF-1516N� F-I'J INC - I . . ( 904) 7-4 � - � �74 30 YEAR ARCHITECTURAL SHINGLES OVER PEEL AND STICK UNDERLAYMENT ON . ALL NEW FASCIA, EAVE AND SOFFIT EXISTING SHEATHING AND FRAMING. 717DESIGN TO MATCH EXISTING CONDITIONS. ALL EXISTING FASCIA, EAVE AND SOFFIT MATERIAL TO BE REPLACED : . : . ,. AND MATCH NEW CONSTRUCTION. SEE BUILDERS SPECIFICATIONS. _. MATCH EXISTING ROOF OVERHANGS. 12 REPLACED WITH 7 TO EXREMOVED AND REPLACED WALL FI 1 11 � . ;: NEW CEDAR SHAKES I : I : �, I: �I : ! : � : ' 1 ! .. BRG _ f - - - - - - 2nd_L 20' 7,r � I-.1 - 44 - I -.-- -e -- _ _ -- — , �- i_ .. ill : it : : . - f u : : d i : ..I . WINDOW W TOH NEW WIN OW UNETS. 1:: : :! Flil. L , { AND REPLACED 11 MI 11 ! U: : : : : ; � i.� . . : : : : . ii i i ii ii i i ii [:11 : : � : ii H ii ii 1 � Hl Ii I ili i : : i: � " I I ii -- -- � � - -' i': ,'i' ,�-i,i, !.. . . :.. t� -_-.-.-�.-. -� , „ -:: —;-:, - - - :: �: .: ALL EXISTING WINDOWS TO RECEIVE . , : 'i_; ..:_ . SEE BUILDERS SPECS . NEW TRIM , 1ii , :I l ::. . L: I: I- 1T I ) ill ! jji! : NEW METAL ROOFI . 1 AT EXISTING ENTRY. . . , I i 1. 1: 1_. i i-:._. I I �_: _ � �t l 1 .. 1 .I - — — —2ad 11'-5 ,. — — — — I L BRG _2nd 10'-1 " i --'. i : ii _. _ _ _ l 1 - � i ;. . . I ii �i , , : . .. . 1 . . : 1 , ill1I iiiii �: i; it- 1- I*1 ; : � : �Iil� il ii I - �ii l� :1:�:�: �;: ;: : L.. ,. . . i! 111iiii ill . ,. _ i . i . :: I{ : , :. l-sI If h ii I ' I y , ,, . :: __, _.. _ , .. : 1. 1 i , , : I , _i l . i I : . �i * , . :: : : : : � : : il : :: : :! :: - :; : :: !! : : . : . :: , — -H ;I 0' 0" , - - - - - - :I : .. ,I I SF 5. ri front elevation A3 SCALE: 1/4" = 1'-0" 11 ,� -� I ` .. F; ,,1: v - �,..- - � , ,li ;.' 1.1 _ 11 , 30 YEAR ARCHITECTURAL SHINGLES OVER I PEEL AND STICK UNDERLAYMENT ON ' 7/16" OSB SHEATHING (OR PER ENGINEERING)ON-, CONVENTIONAL FRAMING OR PRE MANUFACTURED IA ,.� TRUSSES (SEE STRUCTURAL). e, 11 ALL NEW FASCIA, EAVE AND SOFFIT 'I:' DESIGN TO MATCH EXISTING CONDITIONS. ALL EXISTING FASCIA, EAVE AND SOFFIT MATERIAL TO BE REPLACED 11 AND MATCH NEW CONSTRUCTION. 11 i , SEE BUILDERS SPECIFICATIONS. . % 1 ALL EXISTING EXTERIOR WALL FINISHES _ : , ,, TO BE REMOVED AND REPLACED WITH 11 NEW CEDAR SHAKES. ' I 1 11 ; 1i I� �,'if�; :f f L %iI1 II ! 1 L ' 1. BRG 2nd LVL 20'-7" �: I; . — — — — — — — 11 aIF : '; „ — ,%4 - t;ipALL NEW WINDOWS TO RECEIVE -� NEW TRIM (SEE BUILDERS SPECS): -��_ i - r :1 I:: I i I !I i� ii �I i'l ii i 1 1 i . : { REMOVED is ALL EXISTING WINDOWS TO BE REMO il, . AND REPLACED WITH NEW WINDOW UNI : �I �: ,_ „_ it �. : : :* '' ' L Ll 11 : : i 1 - i, ii i � ii ii I ! i� ili � 11 (':. : . . . . ' i.; _:.; :-1.1 M 11 Hill NEW CANTILEVERED I (I 1 I. I, 1I 2nd LVL 11'-5 FF - - - i 1� I : :- I : : : i i i � �� iii A EJ - - PORCH ROOF ----__ - - - - - •._. :::� :: : :; : 7ul i i I i i i i i : BRG ... : : ! _.....> _i-.; :: i- P ' ' : — — — — — — — — — — : it _. „ - BRG l 9 -1 GARAGE - - _ - : : I i REVISIONS: ii ,;,,' — — No: ®ATE: • ---- -- - — - _ 1 IIL - - -- .,. a f j 1 I . 1 i: I I I : . . . l ., �� ..... --._. ...I._. 1. __ !: r _ LANDING _.. .. ._- -... .. - . _ I :: ::: i :� Lu i 1 I C W _ .. i I I I _- i I i , . - - I - 4 1 -1 1 .1: Ii : . .. i. l: il 1 I1I -1II - ... ------ - I ..... _ ..._. I { - - . - ,I_ i I I ,° I I I 1 __L. RLp, p„ II I I1 : ; Ij. I: I: "I 1'.L,_.1I ( ..I° II I. _ HOMF, - p'-p" HOUSE .. v�- _ 1-�-1 : t - - - - - - FF GARAGE FF �- . . F - - � - l is _____ -- I 0 K, r - ---- l 10 N {'j __1 _p GARAGE NEW STAINED WOOD NEW STAINED -qd , I-1 LAP _ 5 — '� GARAGE DOORS. WOOD BRACKET. I s Im II mq .. i I . 2 rear �I�va�ion ���v��r�oN� A3 SCALE: d the 114�� � , - , . " - 1'-0° I prodraperty Kevin g is an tEMullican ®ndrument of serAce nsl�ail " remain his property. The use of this drawing shall - be restricted to the original site for which it is prea- I pored and publication thereof Is expressly limited to such use. 11 4 Job bio: 1�21� Sheet No: Date: 111 204 I 11 Scale. I/ II.11,011 ..! Drawn: U.M. Checked: - `:Y'.:. ,;I, I i :'. i� , ,' - --- I — � I . __ 111111IM1111111111 _= N I � 0 N ____ _� 0 - [�F, VIN I, . MULLICAN 2� 516NFI r,'J INC I . 30 YEAR ARCHITECTURAL SHINGLES OVER PEEL AND STICK UNDERLAYMENT ON . 7/16" OSB SHEATHING (OR PER ENGINEERING)ON ( I?0-4) -7 4 �2- - ��- E?_ -7-4 1 . . CONVENTIONAL FRAMING OR PRE MANUFACTURED I . E � 0 TRUSSES (SEE STRUCTURAL). . I I - ALL NEW FASCIA, EAVE AND SOFFIT F1 DESIGN TO MATCH EXISTING CONDITIONS. ALL EXISTING FASCIA, EAVE AND SOFFIT . :111i t1t ; �.: t t � ­.. MATERIAL TO BE REPLACED � _ . � 1 i �� . : .. � I . . I ___� I : � t : : AND MATCH NEW CONSTRUCTION. ��-� � : s , : : -L . I - I i : : : . i . SEE BUILDERS SPECIFICATIONS. :: . ; . : : : ; 12 . i :: 111 :, 4 : ,..:.: _ t . . : ­ . � : I . f ill ill ...I[. : t : I I ii i. I �it : : � I 11 , � : : li�I I. I!I I I I I i. I i!,1 1,i,f M ., : : : : - ; : 7 11 NEW CEDAR SHAKES ON : it :i i. . Itt' ' � :.:� : 1 :1;1 i. '' . 1 i! I i I�: , : � i .1 : : 1 7 ; I i: ,1, : : : , : : i if . . : it �: :i : i I I I ,: ,� ,. 11 ; i: if i i �� ii !I I ii il H i : � . f : : : :: i it : , ii f I : : : : ; : , : . ZIP WALL SHEATHING ON i , 'i, i :1 i'i :: :: : : :: it : I ,.i . � - : � : � .: ii : : : : :! :: �i i i i� : ,: . . I �i i ii; i�l:i : � I i i it it ; ij : 2"x 6" STUDS @ 16" O.C.. i � i� - I Ii ; , : . , it ; ; .j .�i:i:1.i,i .! :i ii j i . : . : 1 i; 1. :I � I !I I ! I !� I : I : I.: :i :! 1 , !! I i i i I i t : t : :i : : 1 I., : T: : : : .. it : 1: - :� - ;. : � :� i , ii ii ! ; li i: . I � i i if i j : . ; : it : � :. . 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I N . = tu .- -1 N 1 2 riqht 5ide, elevation F_x_rF_P,lop, SCALE: 1/4" = 11-0.1 I\, [�[,F_VATION5 L I I This drawing Is an Instrument of service and the I property of Kevin E. Mullican. and shall I remain his property. The use of this drawing shall � be restricted to the original site for which It Is pre- on thereof Is expressly limited to such use. I . I - .; _ Job No: 0-20 Shoot No: ;" � I I Date: 6/21/2014 . Scale: 1/-T'-1'-011 Drawn: �E,M, /�4 iq� - i - - — - ��� __1 7(_F_1wr: I 0 le I I � r------,-1 I�f �f 11 I L_____1 � LLJ I Ill I Checked: - I ------- E � 0 , V�.��.��L"L�,��,''�,�,,��lz,,�.,. , i�,,;­ ;,,-,, "" I-— 1� L I I ­ -'--1 L 11 ­�__ ,,, I . .1 - — � � '�11_ L� -1 __ 1- 1 "- I � L _' ,.��'­_j __—-__ _ 'a,��_, I ­I� - "t .1 I I I _-.111.1 1 31' ', -, - . . I 1, - 1 L , , r,,F, V I N , M UL, L, I CAN 1�� SIGN� I�, INC , c 90-4) -7-4 �2- -74 K�Y . ....................... . zzo vo�r outLFt 220 (� . ....................... . 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RE r \ ........ ..... . ^1.... ...... ... a .. ..... \ I I I I I T LI HT I AID,WIT H I \\ 1 44" I I REC."/ PENDANT REC I I I \\ v A OV I \ I GFII ( I \ O ' c x I I ` 10' CLG /� \ I II \ 14 REC I � F ——————————x ——� EXISTING ELECTRICAL I \\ \ \ III EXISTING ELECTRICAL EXISTING ELECTRICAL TO REMAIN TO REMAIN REMAIN wf' Cro FSNG FAN . _ _ .. .._\ . .... ...... ..... ..... W11N U t REO/ \REC REC /QL \ I I I FAN/ I I � a>r A ,v ... .� . ... .y\� .... ..... . ................:....... . cx' �, �1-�I dAl n�� FOR I / GARAGE I / I I REV \ \REC DOOR ' OPENER O 2x8 WALL 2x6 WALL 1 -- I . .... .....1..... \ / L.... ........... I ........ ..... _.... ` ............ .��. ... ...1...... . ..... ..... . ... I I ........ . WAY)V C I \ / II I REC / PEN AN �/ J \R� I I . ........................ . 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The use of this drawing shall be restricted to the original site for which It is pro— pared firA floor pared and publication thereof is expressly limited to such use. A6 SCALE: 1/4" - 1'-01, Job No: �- Sheet No: I� 21� Date: B/21/201 Scale: I/�} 1'-011 Drawn: U.M. Checked: , I ■ I I € ' f MULLICAN PF' 516mr, r_1', INC , ( 904) 745 KEY 6 . ....................... . 210 vo�f out_r 220 . ....................... . VVAr?rPIooF OJT!�f kAV r'�OOp 0 ��5r !�no� , G r I.Ou_�,T--tit" A,p.F 44, A . ....................... . OL;I,T-44" A F,�, ,f Out1 _f ® 5pof ----- ----I ....................... . ��C555,Ci CAN UGN( - -- � I __ __ � I � ....................... . ��C�sSc✓vvA1� poop ' I - I J �' OOa IGNT I _ ..... z2o v I € I \ I D W \ � I \ EXISTING UPAN \ J HT ELECTRICAL IN!a it €:; GFI O I ®�\ /REc\ \\ TO REMAIN I o N E I RE /g12 EC C' i p5N✓A�TFXT / \ v ONCE _j I .GI, ,,r 3 2x6 WALL NAVV NOUN r { U, I I \ + co / 16 x \ / a ' \\ `'' I Cc!' ING iv101.N' D IX !r5 1-7To LIC HT / AlD S IT H I I I \ / I \\ _ -- B LOI / I PENDLANT ® ® bN \\ r / / (/� ,, // I i / /�' \ ICA \ CLG LN / I 1 / / \ �-----------—— --o-- • RE( E RA C Gam/ G j/ . ..... . 2 fdUS,F'U0�,55CG,Nf F XTu�S GSI l I\ 3 � I \\ EXISTING ;.., EXISTING ELECTRICAL TO REMAIN ELECTRICAL UND / I I / I TO REMAIN p� -'NIPE pOn C�IIING FAN ..... .. . ....CA .. / \\ i REC f�EC I REC I \ NI1N GNT — / REC I I \ 44" Y � Gni \ 1\ \\ 44" I// I R'EC /REC GFI ... .. .... ...../I I \�iy IQ \\ I . ........................ . �.WU5i NA,Wl GST L J \ L7 \\\ I Sv'J CF I 2x8 WALL 2x8 TO EXISTING 2x6 WALL ` �� �SWTCH11__1 LIGHTS AND !LA >JJ --- W y5 REC REC R REC �C RE I G WAY'Wil 1 3 � F, Q \ / EXISTING SCO�N�CTSWI` N ELECTRICAL TO REMAIN O JJNCTOV 30X REC RE //I r ' 1 1 \\ \ :IQI 1 U \ PENDANT A rt, y G I ~ ?EC \\ \\. ..... .... .. ...... .. CAS \ PENDANT pr UN9 ................ ... ..... _.. UND \\ I / \ I CA. — \ \\\ \ \ 0 . ........... (ID11 I \ I i / I v / V A REC ® . 0� R® / RC ti PE C LU Uj v z z - — REC //REC NOTE: PROVIDE ARC FAULT \ _ \ FA I I I \ _— RECEP IN ALL BEDROOMS. —-' Pco 744 RO VIDE CARBON MONOXIDE I 1 / DETECTOR PER CODE. 2x6 WALL EXISTING I 1 , 44 / ELECTRICAL I REC 1 i I TO REMAIN 3 t C�bREC Q , \GFI / / 3- I I / N E / oD I I REC REC LAN I — ——— — N EXISTING I NOTE: PROVIDE ARC FAULT ELECTRICAL I I RECEP IN ALL BEDROOMS. I TO REMAIN I PROVIDE CARBON MONOXIDE DETECTOR PER CODE. I I I �� I I Ii _ - I I I I I I I I I I I I I I I I I rcx� -- - - J i { No: DATE: REMSIONS: 2 3 i 4 0MF, '� N oV/�TION I o P--" ALAN `y This drawing is an Instrument of service and the property of Kevin E. Muiliaan. and shalt j remain his property. The use of this drawing shall be restricted to the original site for which it is pro— pared and publication thereof is expressly limited to a 50cond floor such use. j Job No: 1 x,21 Sheet No: A6 SCALE: 1/4" = 1'-0" i Date: B/21/201-'I :.I Scale: A(o Drawn: U.M. Checked: , ■ allow ■ Mel MEN ■ ■ KE V I NM UL, L, I CAN INC 904) -7-4 �2 7-4 EXISTING SQUARE FOOTAGE A/C 1 ST FLOOR = 2213 A/C 2ND FLOOR = 1179 86'-4" TOTAL A/C = 3392 11'-2„ 46'-10" 20'-2" 5'-6" 1'-6t- ' 2 " » 5'_ „ " 7 -8 8'-2” 4'-6" 2'-10" 7'-0" 2'-10" 2)-j0"2 -1 1/,2f-6" 2'-3" 2'-3" 1'-6" 6'-10 1/2" 3'-7 1/2" ATTIC = 469 GARAGE = 850 4'-16 -7p6'-p ENTRY PORCH = 48 6„ NOTE! 11 LANAI = 726 KITCHEN DESIGN BY OTHERS. VERIFY (9) 1616 FXD TOTAL SQUARE FOOTAGE = 5485 PLUMBING & ELEC. SEE ELEV. ROUGH-IN FOR LAYOUT o i DIMENSIONS -I O 8040 FXD 3030 FXD 13030 HDR) (8'-0" HDR) (13'-6" HDR) FXD ( SEAT a O16" AFF 3 0 —� OH CABS OH CABS I 0 £ C° UNDER STAIR X J _j _ i= Of .14- T Tl F--J L---- I \ I FP N ACCESS BATH - = o 5- Q 1 II I I � ww = 0 r7 = Y 0 ® � I I I I I \ 10' CLG o v 000 0 0: - ? v --�-�J I I I �c ocn-I o o cn 0 F_ T Tl I I I I ��� 0 x o 30 oz J N m 0 0 N- III I KITCHEN z �ti Q 4 1 I I 7I ° SEE MAIN STAIR v o I o I I I i 10' CLG I I cel �� V) c� NOTE, THIS SHEET oo SEE ATTIC STAIR =o I 50 L-L 1J I I I �I �� N 0 N NOTE, THIS SHEET - 1 x QI I I I r- - 15 z I I I I �� 36" H. OPEN RAIL _'I = I I-'I 1 0 OPEN UNDER i� UP vl I 3I I I �� STAIR. (THIS 00� J CO o I I ISI I N AREA ONLY) _ STUD.Y �t ix w o o 1 9' CLG I \ = x I iNi i �� (SEE SECTION 'B') UP o `\ o > - o � I ISLAND \ N W Q � _ I I I CLG LN -_-_-_ 10' CLG \ 0 _jz h 'n I I I I -------------� - ,.,,- - - 3080 N w o' � 12 1 1 1 1 1 ao ` I I I I �/ I OPNG - �� o 0 9' CLG X66 ; 1 I I GREAT R M ; `i 61 1 7: 12 SLP I �� I LINE OF 10' CLG 0 u CLG I VAULTED CLG I`.- FLOOR ABV. __--_- ' 16" BAR LEAF ON 36" H. HANDRAIL \ 2'-6" i 42" H. \WALL I \ 24'-1" I 3'-11" 4'-2" 1'-11" CO `\ \ �I g'-g" 4, p» 0 i 10' CLG o I VERIFY LOC. OF `�O�O \ I a N �G I �(,� � IN-WALL DRAIN FROM i o ---- --------, 1 �' I _j I ROOF @ SUNDECK (4) 2070 FXD -10 1 I 1b 1? 7: 12 SLP N v I (SEE ROOF PLAN) 10' CLG _ (8'-0" HDR) NOTE ! ! 3080 m I I I CLG I� CLG r i �O FOYER ----- g'_11" I STEP Q I I I 1 8 10' CLG R&S _4 ADD APPROPRIATE 01 I O� ALLOWANCE FOR GARAGE 3 -0 1 \ / „ oI I DOORS (3) CLEARANCE. 8 -0 1 2 1 TYP. I 2x8 0 2x8 WALL 2x6 WALL 0 (PER BUILDER'S SPECS) I +1 -0 _ (5) 3080 ISI < I I cfl 'STACKBACK' , » » (y 1=1 0_ 00 I I N 9'-2" FRENCH DOORS 15 -1 3 -9 4 -2 6'-4 0 > 1-1 < I I 0 � ISI o rn 2'-6" 1 15'-5 1/2" I 18'-0" COVERED 20'-6" °' o `1' lol _ _ I N S W Iwl o 0 o I I o^ - LANAI _ ENTRY `"�� 1�1 f 24'-2 1/2" O.A. DIM. I �\ 1 Ln Ln 0 o N OTE! I I 10'+ CLG of NOTE FOYER o I D I I I V G I r- N N JOG 20'-6" 10'+ CLG ISI - I I 1 00 TOP OF BEAM SHALL o 0 Lnn LO o I 11 ' CLG 1 '`� I BE FLUSH WITH TOP OF - lc�l I 0_1 0 co 1st I VL FF. (10'-1-") / I N d4" '-4" 3'-0" 2'-5" 1'-11" 5'-11" 3'-7' 2'-6" �I1'-6' '-6' '-2' - 1 I 1 -1 'BOX BOUT' BEAM PER /'t , p ----- -------J "' BEAM DEPTH DIM. / - 1 0" >, » o N � 10' CLGL 1 - 6 Iwl1'-p' 0 , � / SEE ELEV. 131 0 (3) 3070 FXD L - FOR OPNG � I 00 - DETAILS co o (8'-0 HDR) - -N - BULKHEAD ABV. _--- 'ALIGN' I 1 LIF, N STEP - -- L- - - --- - -=1- ----- --- x WALL LI ------ 3 — CAR GAR G E - ------------- I o R&S (5) SH o '-5 1/ » 3,-6» 3'-6" 3'-6" 2'-6" 8,T0" l r _- ,-.� I 1 1 10' CLG 9 CLG (FROM HOUSE FF) NOTE! ! ! I 0 10'+ CLG I W.I.C. (SEE ELEVATION) LINE OF 4 Q Ln 1 10' cLG o 3080 PORCH ABIDE oo ALIGN & HANG BEAM TO �o \ 8d I OPNG - I _ SIDE OF COL USING I-I \ / \ x I o 01 ICO Z � _ 00 CO REQ. MTL. HANGER IL V I ;n 10' CLG o a-I I R� X o I I 1 0 � � io I N PER ENGINEERS SPEC S. i \\ / o I 2680 U` = o of = co I SUMMER I - �`' I --- BATH O oNo Lo 0 0 0 V i KITCHEN 1 42 x 3080 10 CLG o - i 1 : I I ;n FP _ `�- - OPNG -2' 4'-4„ I 00 00 J I II „ OUTDOOR I o < v z II —12 BAR LEAF ON 0 i 00 36" HIGH 00 Q I J I I 42" H. \WALL I LIVING ;I o CK I� II I i BATH �' J \WALL t,� w --- _-_-_-J I I �� 10' CLG a C= --- J w I I0 SUITE #�J GARDEN o I � `�' A� x TUB � o Q I I� ° 10' CLG P O » 9'-0" _j � I \ 5'-4" 14'-10„ 22'-4" 2 -4 6 0 0 l \ - 0 - 24'-8„ 33'-0" I N 1 4 / 20'-6» 0 o 0 o I I NOTE o w o o N I JOG o 01 r7 N oo - . 0 POOL 1 tt SPA 6x6 PT NOTE! ! ! POST FURR CLG TO MATCH BULKHEAD 5'-4" AT COVERED LANAI - 00 001 8" W. CMU 'SCREEN WALL' . VERIFY DETAILS AND No: DATE: REVISIONS: SPECIFICATIONS PER BUILDER El n 1 qtr. 3 4 78'-2" 7'-0» 2 86'-4" HOME P-,,F,, NOVA�'i ON TH ■ . AXI5T NG FL-OOP, PLAN This drawing is an Instrument of service and the property of Ravin 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 - ! 1 fir s� f 1 oor --- such use. { Job No: 15-215 Sheet No: EX1 SCALE: 1/4" = 1'-0" Date: 8/21/2011 Scale: 1/4" 11-011X I Drawn: Checked: NONE ■ ■ i i Y t 1 I IfP y r f e i NONE 0 KEVIN M UL, L, I CAN b� SIGiN� I�, INC C 90q-) 7.4 - � E2- 7-4 BONN E EXISTING SQUARE FOOTAGE 1 A/C 1 ST FLOOR = 2213 9 A/C 2ND FLOOR = 1179 TOTAL A/C = 3392 86'-4" ATTIC = 469 14'-1 1/2" 25'-1" 18'-9 1/2" I 20'-2" 7'-0" '-2' GARAGE = 850 ENTRY PORCH = 48 4'-1" 4'-8" 4 -10 1/2" 3'-3 1/2" 2'-10" 7'-0" 2'-10" 2'-10"2 -1 1/ ''-6" 2'-3" 2'-3" 1'-6" 3'-5" 7'-1" LANAI = 726 oe 6' 1'-11" '-11 1/2 1 LINE OF (9) 1616 FXD ROOF O.H. TOTAL SQUARE FOOTAGE = 5485 SEE ELEV. (SEE ROOF 0 FOR LAYOUT PLAN) "1 DIMENSIONS 3030 FXD 3030 FXD HDR)_ 13'-6" HDR) — — — — — — SEE MAIN STAIR 1 NOTE, THIS SHEET O I b I I LINE OF \ I 1 WALL BELOW \ N o o I - � = I - QD (0 \\ - - O � 00 BATH (N o I �' ' °° \\ o ~ 9' CLG av 1 0 I SEE ATTICS IR I \\°l o I 1 13 NOTE, THIS S EET .I p0 \.� N v € 'S WALL I a .....................,,,; 3 2x6 WALL \ \ I \ xo O \ °J \ 1 N > z I = 7:12 SLP \\ N ow - L N � Nv QI " CLG \ � ,n 0 _j Z . d / 00 0j 1 \�- - - CLG LN - - - - 1 6� o 0 NV)oo 1 1 1 1 1 DN 00 v SUITE �2 N 7.1 SLP �' 42" H =' CLG \ I \\ OPEN RAIL " g' CLG 2X6 WALL I ( \ 0 o � \ 20'-1 1/2" ( \\ 4'-5" 3'-11" 2'-10" 14'-8" o 36" H. c�c�\ 0 I \ N \ WALL '�\ 0 1 0 \ I VERIFY LOC. OF in 1 1 \ °�• 'IN-WALL' DRAIN FROM 1n \� I z I NOTE TO TRUSS \ rn 7:12 SLP � c c� ROOF @ SUNDECK _ I N -� O c� \ I III CLG I 1� 7.12 SLP � `- 0 (SEE ROOF PLAN) � I O� � DESIGNER. . . 1 O o0 ALLOW FOR 4 STEP _ CLG \ -- NOTE � I 'S I � " DOWN IN FLR SYSTEM - 8'-10" I 6 -2 � JOG 4 10 1 \ 1 @ MASTER SHOWER. 2x8 WALL 2x8 3070 FR 3068 2x6 WALL 7: 12 SLP I 7:12 SLP CLG i CLG FXD (14)'7\'0 HDR) ` ��_I� t=n `'O 9' CLG 1 (SEE ELEVATION FOR ARCHED I - I G� z N 1 WINDOW SET ABOVE) �. �J n o^ �1 X I I � 0 3068 � = a l °' O = r- N_ I o I NOTE TO TRUSS " SUN I , 1 1 0 DECK 00 a 4' 0i I 0 0i A TTI C I DESIGNER! ! ! 1 I I I ^ 1 3 1 r`. `n � VAULTED CLG 1_j PROVIDE 2x12 FLR JOISTS N 1 1 N x rn `n N � I w o (SEE ELEVATION) 10 FOR SUN DECK THAT BEAR ON 9'-7 1/2" 1U-2" I 1 o 1, I BEAM BELOW. BOTTOM OF TRUSS = ¢ - V-1111 N cfl I CO I SHALL BE FLUSH WITH 1st LVL N 2'-1 9' CLG � 0 71_0„ '-2' � ''' 24'-1 1/2" +-� :o Q rn Z -' I FINISHED FLOOR ELEV. (10'-1-") / 14" '- m � I J 1 0 1 - �_ " I 1 0 LINE; OF 6' LINE OF I oo I I ROOF O.H. I N WALL BELOW " OPEN OPEN (SEE ROOF I V)� SHOWER 1 RAIL RAIL PLAN) I o CLG 1 CLG o = 7: 12 SLP 1 7:12 SLP I __ __ 1._ __�-o, N 00 2'-7" 4'-0" 2'-0" 4'-0" '- 1/2' I rn of � 1 1 1 ^� 4, 4" ro 10'-6" rr� '-2" 5'-10" 1 °' 24'-8" I 14'-6 1/2" 0 15'-1 1/2 1 _011 0 I 0 4'-10" 1 15'-0" 4' 10" LO I I 0 I i\ N 3'-4' 12'-8 3'-0" N W.I.C. \\ 9 CLG 4'-6" 3'-0" 1 3'-0" 4'-6" _ O \ x 0 2x6 WALL / < (n NOTE TO TRUSS CLG LN N 1 O = 1 I (�1- I " 0 DESIGNER! ! ! 0Q 1 I PROVIDE 2X12 FLR JOISTS a Q NOTE w 1 `n FOR EXTERIOR Owl JOG Q I 3 1 WALK AND MASTER PORCH / „ � � I ( � 1 1 BOTTOM OF FLOOR JOIST SHALL BE 4 � ` ' I N 1 0 0 1 0 FLUSH WITH 1st LVL FF. ELEV. 10 -1_ 0 - - - - N 1 20'_2>' I I I . ! ............ ... . . ............. - i 7 0 1 - I 1 1 ...... .._........ - . ..........._Y.._.�_.�....�.�.�W... __, I 411 CN —Jif 1 � 3060 CSM I N I L------� 2060 FXD LINE OF ;-; I R&S (6'-9" HDR ABV. (6'—9 HDR B 1 ATTIC FINISH FLOOR) ATTIC FINIS. FLOOR) } I ROOF O.H. I 7:12 SLP 7:12 SLP ii (SEE ROOF I CLG N I CLG € i PLAN) I 1 / 0 1 z I o 0 (SEE ELEVATION FOR (ACHED f /` N �, ^ WINDOW SET AB VS) I O Y o 1� o I `r o ¢ 0", � . LLI - z � I 0m �� MASTER SUITE �� € . _... _... I 3 0 I �V)� I SLP CLG FROM � 0 o I `'- I 2nd LVL BRG 1 00_ I " CN 1 H.: WALL LINE OF € ROOF O.H. (SEE ROOF E 3> 8f1 2" { 20'- { i 1 ................ 00 ............................ PLAN) f S € € i ,_,.,..._.,.... _-._._......, .............. ..,.,......,,.,....,....,w.............., ....,.,.._.,...........-._..-..---........, ......-.__... ......_.--. ,_.., - - - 00 i r I 3 No: DATE: REVISIONS: i 3 ' € f.....,.,.._...1 €........ ....f El " i € € E i I� 3 _ 4 78'-211 71-0>9 ,-2, 861-4" HOMF_ P-,,[� NOVATION THF HUP50N ' 5 m �XIS�ING FL-00r, P L-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 • 1 50con� floor pared and publication thereof is expressly limited to such use. EX2 SCALE: 1/4" = 1'-0" Job No: I�_21� Sheet No: Date: 8/211 201� Scale: Drawn: FX2K,�,Iti1, Checked: , [<,F, VI N , M UL, L, I CAN PF1516NFIrl,_J INC C 904) -74 �2- �-7-4 12 is i BRG — — — — FALSE DORMER 24'-7" I SEE ROOF PLN GABLE ROOF O.H. I I : I i BRG 2nd LVL 20'-7" I i STRUCTURAL BRACKET ' STRUCTURAL BRACKET N OTE! ! ! ALIGN BOTTOM OF BEAM THAT SUPPORTS CANTILEVERED TRUSSES WITH THE TOP OF 2nd LEVEL WALL ELEV.H hill ............... 1_ (SEE ROOF PLAN) 11 —10 DECOR METAL ROOF ! BRG ,..' . I . - . :.,i. ,. 1. I,..; FF 2nd LVL n I r 1 1 1 ...... Ln i EEE I ............... ......... ......... I ....... 1 � ; il. i I£7¢ii ..__..._..... �! ! i � iii •s:?i 1ii £1!i• .. i 4 i pp i pii ill 6 .. _... _.s.... i• °iii , ,. HOUSE FF I HOUSE 0,_0„ 0 0 - — LINE OF ENTRY FOYER ELEV. HOUSE FF (0'—(-6")) BELOW HOUSE FF SEE FOUNDATION PLAN front elevation EX3 SCALE: 1/4" = 1'-0" 'i SEE ROOF PLN GABLE ROOF O.H. SEE ROOF PLN GABLE ROOF O.H. BRG — — — — — — — — 2nd LVL 20'-7" STRUCTURAL BRACKET NOTE! ! ! DECOR RAIL ALIGN BOTTOM OF BEAM THAT PER CURRENT CODE SUPPORTS CANTILEVERED TRUSSES 15'-1GREAT ROOM ATTIC — — — — — — — — — — — — BRG WITH THE TOP OF 2nd LEVEL WALL ELEV. (SEE ROOF PLAN) KITCHEN FALSE BRG FF _ — — — — — — — — — — — 2nd LVL _ 11'-5— „ 10'-1 —KITCHEN - - - - - - - - - - - -BRG - - - - - - - - - - - - - - - - _ BRG 2nd LVL —10' 1 : -1 1. ........... SEE 1st LVL ____ _ _ - FLOOR PLAN �i LANDING .._ - 1 _ �c 11 i ._.................... i, ........W_--. _ .......................... ... ... — — — — — -- — No: DATE: REVISIONS: ....................... . .. .......................................... .................................... .............. . ......... .. .. ..... .......... ..... ............................... .... ............................... _.... .......... ....... 1. — — — — — — — - - - - - — HOUSE _0"0' HOUSE _ 2 HOUSE FF i I HOMF, P,,FNOVA-rION 2 rear elevation I­1UV ON , 5 ' LEXI SCALE: 1/4" = 1'-0" I ■ ■ F,XI5-"IN6 F_�-XTE�P10P, F_[_OVATIONS This drawing is an Instrument of service and the property of Kevin E. Mulliccan. 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. Job No: 0-21� Sheet No: Date: 8/211 20H Scale: I/ Drawn: Uhl'. X�5 Checked: , 1 e e KEVIN F, MULLICAN - 1�� SIGN� 1�, INC I 12 t f € \WAL.L AND DECOR RAILING NOT SHOWN FOR CLARITY. E€ # € fl REFER TO SHEET 10 FOR CLARIFICATION. ? 33 £? 12 BRG — — — 2nd LVL 20'-7" i ... ....E ..... s, STRUCTURAL BRACKET £ N OTE! t CI kE"��€ € pE4 ` € 'i f; ; •3 -- ` I } I ALIGN BOTTOM OF BEAM THAT - 15'-1_" ATTIC EXTERIOR WALL BRG SUPPORTS CANTILEVERED TRUSSES } €# € f I I }: WITH THE P 0 2 d LEVEL WALL ELEV f 1 SEEROOFPLAN) ? # ? 3 € 3 3 1 ' % ° €..i i El € . ................. ;......> 1. ...f r. i.i .€.i s�F�} i €i ? ? ;: € ...E . � �.....L.� . 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I € 0'—prr 01-01P HOUSE " � 1 .�_..: .�.__"__.�.€_._.�....�_.�._3 L_.. _.1. _.._.. �. ..__._.__.. :_."_.W �._z.__ _ € ._. �....� ._ __.€ 2 _#__L W�_�.1�_. _ �_. "_._.._ _.. =._W. I_.._.I.. Liu _ :" .._.. — — — —HOUSE FF I 4 GARAGE —1'-0" ■ ■ HOMF, P- ,[� NOVATION 2 ri ht 500 devation TIS H1JP50N ' 5 EX4 SCALE: 1/4" = V-011 �XISTIN6 F_X1rr101" �L�VAflONS 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. Job No: 0-21?5 Sheet No: Date: 6121120111 Scale: Drawn: FX4K,�.M, Checked: , ■ e EE i i t .8 f. ' KEVIN , MULLICAN tw f b� SIGN� I�I INC . f , . �2 /4 ■ e 0 NOTE! ! ! ALIGN BOTTOM OF BEAM THAT (r SUPPORTS CANTILEVERED TRUSSES I WITH THE TOP OF 2nd LEVEL WALL ELEV. (SEE ROOF PLAN) , nr � NAIL ALL ROOF SHEATHING PER ENGINEER'S SPECIFICATIONS. R-30 BATT INSULATION OUTSIDE LOCATION OF CANTILEVER TRUSSES sx 6'-0 FIBERGLASS SHINGLE GREAT ROOM TRUSSES / RAFTERS IN THIS AREA PER DIMENSION ROOFING OVER 30# FELT OVER SHEATHING OVER PRE-ENG WD TRUSSES ®24" OC j 12 INSULATION BAFFLE -- ` BETWEEN EA TRUSS � � HURR CLIP ® EA TRUSS (SEE CONNECTOR CHART) Z� CT w. _.,r-- - •-_-, (2) 2x PLATE #2 SYP _ 1 CONTINUOUS 2x BLOCKING ALUMINUM DRIP OVER �-� ' 1x4 TRIM OVER I '1-� ------ -� CD 1 x8 FASCIA OVER C - GYP BRD ® CLG 2x6 SUB-FASCIA I I I rz I kjd 1x6 TRIM (SOFFIT) y TPP4/6 ® 32 O.C__/ 3"W. CONT. SOFFIT VENT I I I I J GYP BRD -- --- ._:-:-_ I \ 1x8 TRIM (SOFFIT) .. R-11/19 BATT INS : ` ... I I I I C�� I.... - -i r] II I I . ' 3" FRIEZE BAND I I I I I ul [" LAYER C.V. f � i RIDGE f OVER GALV MTL LATH l r, y fI1 s I _ --1.rn.-.-�-:�-�-:•--�- �m-j.... . ..-... RIDGE OVER VAPOR BARR RIDGE OVER SHEATHING OVERQ 2x SPF STUDS © 16> i OC �� I I -q I I \X t _INSTALL 5" 2" FLASHING v' Q RIDGE OVER WATER TABLE (2") AND BEHIND -----�- r---.-- C.� .:W. I I J I L = STUCCO (5"). INSTALL OTHER I II I WEATHERPROOFING PER BUILD. SPECS. I I MIDGE I I I I - I I \Q \� I I I =_ LINE OF I 2x WATER TABLE OVER II 11 2x4 TRIM (SEE ELEVATION FOR VERIF' •- CONSTRUCT V' ' OVERSIZE GUTTERIN-WALLDRAIN FROMPER BUILDERS SPECS fLOCATION DIMENSION) ROOF@ SUNDECK (SEE FOUND. PLAN)ry SHAKE SIDING .......... I � I OVER VAPOR BARRIER I I ' L I ' II I in I I OVER SHEATHING OVER I I "9� �_...L.--;---- ---- - -.�. , __._� -.-.J..L-. -..-.- -.--. - --. .. J i ` �..._. . F_ 2x SPF STUDS ® 16" OC I ---- ------ ------- ---- -- £� —.—.--.--.—.—.�— ..... ---- -L L-- r' T&G PLYWD GLUED & SCREWED I I I I �� I I I i OVER PRE-ENG I I I I I I I _ _ __ _ _ _ _ _ C WD FLR SYSTEM I I I I EDGE OF OR WD FLR JOISTS �= I ( I £ I I I SUN DECK � � j � _j UN Lf GYP BIRDfl N s §¢fix R-11/19 BATT INSUL. I I i 7: 12 II I L:.I I I I PITCH ' SHAKE SIDING I OVER VAPOR BARRIER I I I I I I OVER SHEATHING OVER I I I I I I r� 2x SPF STUDS ® 16" OC STRAP BETWEEN FLRS " I I I I I I I 2x PLATE #2 SYP W/ SIMPSON CS-16x44 ® 32" OC NAIL DIRECTLY ' TO STUDS W/ (11) 10d COM i AT 1st LEVEL & (11) 10d I' r COM AT 2nd LEVEL I I Q _ (ALIGN STUDS / SEE CONNECTOR CHART) I I I I �W I ( I i £ IWC •.-. (2) 2x PLATE #2 SYP I I II I . " GYP BRD I I I _____ ________ \" GYP BIRD ———— ------- R-11/19 BATT INSUL I I I I NOTEI I I I /� YYx �mm � L --it r ALIGN BOTTOM OF BEAM THAT s , bO R i SUPPORTS CANTILEVERED TRUSSES I r I T2x PLATE O \ X10" ANCHOR/ — — — I I I I £ WITH THE TOP OF 2nd LEVEL WALL ELEV. I I I I I (SEE ROOF PLAN) J BOLTS AT 32" OC a ` [ t 4 W/ 2"'x_" PL WSHRS ( I I I I I RIDGE HORZ. LAP SIDING I �1�-.- N:-_Q_ -�.� I� \X i i a TPP4/6 AT 32" OC L I If 3 + � G ° USE THIS DIMENSION To RIDGE NOTE DESIGN TRUSSES FOR THIS AREA "9 (1) #4 ROD CONT GRADE REQ ONLY AT (4) C� �- ' BILK COURSES and ABV SINGLE COAT PLASTER (1) #4 ROD VERT -� r VENEER W/ SAND FINISH X/\�' t t AT 48" OC W/ MIN NOTE ! I I JP 6" HOOK INTO FTG d I 4 & 12" HOOK INTO SLAB NOTE •. SEE FOUNDATION CONSTRUCT ALL GABLE O.H. NOTE SHEET H � �� —� � ��� �—� •— PER THESE DIMENSIONS UNLESS SEE FOUNDATIONa� ._ �° c ° OTHERWISE NOTED ON PLAN OR Y BUILDER SHEET NOTE (2) #5's CONT ADD (1) #5 ROD AT C' C TWO STORY CONDITIONS N OTE I I I No: DATE: REVISIONS: ALIGN BOTTOM OF BEAM THAT SUPPORTS CANTILEVERED TRUSSES r WITH THE TOP OF 2nd LEVEL WALL ELEV. 2 (SEE ROOF PLAN) 3 4 CANTILEVER TRUSSES CANTILEVER TRUSSES t IN THIS AREA PER DIMENSION IN THIS AREA PER DIMENSION ■ ■ HOME P-,,F, NOVA ON OKA!n wall 50d ion 2 cKAInq roof plan THF, HUP50N ' 5 f �X5 SCALE: 1" = 1'-0" �X5 SCALE: 1/4" = V-0" t � EXISTING BOOP PLAN L_ 5F-CTION 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. Job No: 0-21 Sheet No: Date: 81211 201 , . Scale: 4 I/ Drawn: f Checked: ■ e r"FIVIN F� , MULILIIC/\N P F516NFP_1', INc . c 9o-4 -7-q -7-4 I 9 k II II \ I 2x6 WALL \\ IF I \ I v I I I \ B 2x8 WALL 2x8 \ / IIIIIIIZZZZZA 4 / I � l I I Q I j J I I 5' �,. Isa � I I I • I II 00 rA _j I I _ tE I No: DATE: REVISIONS: i 1 2 3 4 r HOMHOMEFNOVAVOM 14 For z . THS HUP50N ' 5 fr 4. ■ I This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shell be restricted to the original site for which it is pre— roof plan pared and publication thereof is expressly limited to such use. SCALE: 1/4" = 1' Job Na 13 2�� Sheet No: ' R 1 ,-. Ij Date: 8/211 201 Scale: Drawn: y ^ Chocked: , f e ■