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HomeMy WebLinkAbout115 Calabria Springs Cove 03-1496 New SFHPERMIT ADDRESS -"VM96��� � CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER l SUBDIVISION PERMIT # ®� PERMIT DESCRIPTII PERMIT VALUATIO. SQUARE FOOTAGE DXI'E 665 0 4 K--,,LVA I A k b.. I E --G'E(( zr- A NOTE5 r 0 V[ 1. • ALL FLANS .ARE GENERATED WITI­4 THE AID OF TRADITION -- - COMFUTEFP, ,AIDED DRAFTING; 5-i'STEM. 2. DIMENSION5 AND NOTATIONS ON F='LAN5 PAVE QUALITY FREP.ER'ENCE OER (filRAF� 1C DEF>ICTIONS AND &POULD 5E UTILIZED TO SETTLE AN"C D15CF,>E ANCiEe - AN-1' DI&CREFANC1E5 r-OUND SHOULD 5E r-ORWARDED TO THE VALUE A FLANNiNG ,AND DE,51GN DEF'ARTMENT OF 5E zER POME5, INC. r�E 3. FLANS ARE GENERATED FROM A COMMON C�1�,4�'I-41C D,4TA- WY E�r� ON DRIVE 1345E WITP MODFIGATION5 AS RE0UIl�ED TO;ED) �AA=T 215 NORM • i=L,4NS TO LOCAL BU i LD iNC� CONDITIONS AND SF>EG5 1=0R 21551GN NOTES: FL � �`� 1 �- �-0 `� 3 3 � ®4 � 14 E.4G1-1 LOCALITY. ALTAMONTE SPRINGS, BASIC HIND SPEED = 100 M.P.M. (FASTEST MILE) 120 M.P.H. (5 SEGOND GUST) HIND I MPORTANGE FACTOR = 1.0 _ ATEGORY B Sf=E HIND EXPOSURE G � I CON5TFRUCTiON ENGLOSED STRUCTURE: APPLICABLE INTERNAL PRESSURE COEFFICIENT = 0.18 1. THIS STRUCTURE i­4Ae SEEN DESIGNED TO MEET 4. TY F ICAL WALL 51ECTiONe, POUNDATION DETAILS, (INGLUDED IN DESIGN HIND LOAD) OR EXCEED TIT 120 M.F.M. (3 SEC. GUST) WIND LOAD PRAMI\I.G DETAILS, ROOD DETAILS, AND RE0UIREMENT5 OF THE PLOi;PIDA 5UILDING� CODE ENG'INEEFDI' 1r_:z Sfi E -IPICATION5 ARE FOUND DESIGN HIND LOADS - HALLS = +22 , -la PSF 2001 EDITION, ON AND - ROOFS = +20 , -20 PSF (-50 PSF AT OVERHANGS) 2. fi='RE5UM1=TIVE SOIL F=RE55URE 15 2000 LE35/5F. . TEMI=E:RED GLASS 9N5TALLED 1, PERE REOUIRED 5Y CODE. STRUCTURAL LIVE LOADS -FLOORS (BALCONY) = 40 LIVE/ 10 DEAD PSF • 3. ALL HOUSE SL,455 TO E3E 2500 F51 CONCRETE MINIMUM &. ALL CONSTRICTION 5F ECiFICATiON5 i\10T COVERED IN TI­41S SPEET, - STAIRS = 40 LIVE/ 10 DEAD PSF OR iN FLAN 5ETS AND GENERAL SFECIPIGATiON5, ARE TO MEET - ROOF = +25/ -25 PSF AND ALL GARAGE 5L AE35 TO 5E 2500 P51 CONCRETE • ALL AFf:'LICA5LE 5TATE AND LOCAL 5Ull_DING CODAS. - OVERHANGS - '+23/ -35 PSF MINIMUM UNLESS NOTED OTPERWISE. GONSTRUGTION TYPE: VI (RESIDENTIAL - UNPROTEGTED) NUMBER OF STORI E5: 2 BUILDING HEIGHT: 22'-4" (MEAN ROOF HEIGHT) STRUCTURAL NOTE5: I) CODES: 1.1 Florida Building Gode 2001 Edition (FBG, 1606) 1.2 Building Gode Requirements for Relnforc:ed Goncrete (AGI 51,5-15) 1.5 American Society of Givil Engineers Mlnirnum Design Loads for Buildings and Other Structures (A5CE-q8). 2) CONCRETE: 2.1 Concrete Compressive Strength at 28 days: 2.1.1 Precast with standard reinforcement - 5,500 PSI 2.1.2 Precast with prestress reinforcement - 5,000 PSI 2.1.5 Concrete fill (placed in field) - 2,500 PSI 2.2 Reinforcing Bars: 2.2.1 Steel placed in precast lintel at time of fabrication A5TM A615 (Grade 60) 2.2.2 Steel in lintel and knockout block (placed in field) ASTM A615 (Grade 40) 2.5 Prestress Strands ASTM A416 -i-Hire 2.4 Detail Reinforcement in Acordance with AGI 515 2.5 Concreting Operations Shall comply with AGI Standards 5) MASONRY: 5.1 Design and Construction Shall Conform to the Specification of the National Goncrete Masonry Association and AC 1 550 5.2 Minimum Masonry Unit Strength: fm 1,250 PSI 5.5 Mortar Shall be Type 5 4) HOOD: 4.1 Hood Products Promotion Council 4.2 All Structural Hood Members Shall Hcive a Controlled Fiber Stress Grade of at Least 1200 PSI (Fb) TA5LE OF (�,ONTENTS SHEET DESCRIPTION GS-1.0 COVER SHEET 5-I,O FOUNDATION PLANS 1.5 FLOOR PLANS A-2.0 c EXTERIOR ELEVATIONS 5-2.0, 2.1 TRUSS PLANS A-5.O INTERIOR 4 OA51NET ELEVATIONS 1.5 ELEGTRICAL PLANS (GD-5{-fEETS) CONSTRUGTION DETAILS AND SPECS. FLAN REVISIONS SGMEDULE REV SHEETS AFFEGT�D DESCRIPTION OF CHANGES DATE Y JjVKjffIGqNE ENGINEERING (401) 114-9003 FAX: (401) 114-8411 P.O. SOX 161613 ALTAMONTE SPRINGS, FL 32116 THOMAS J, ANDERSON PEO 41819 REV. DATE E_ tD E-H x z z a A w a AOo�M1Eo zw�"�wwWa ON E- U W E-, E-4 PH E-+ wwWF+wwa� V` OZA' v]W wouo�� a w 4�zz 0 Cw!]waW~ww� w waaoz� xcr.,wo�xHF E-4 O U W � O t CO Q co co o WE-1w Z � a N OZ 0 r--•1 N O L V__4 � W Z z a z w �I�4 H 0 o� 9 � W i �a dravun by: HL J checked by: GP date: 5/11 /05 sheet: 24"06" FULL 5GALE scale: II"AT HALE 5GALE COVER SHEET THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, 100 1 3 200� I i f FOUNDAMON NOTES: I. SEE FLOOR PLAN FOR FILLED CELL LOCATIONS. 2. ALL INTERIOR DIMENSIONS ARE BASED FROM THE OUTER EDGE OF THE FOUNDATION SLAB. 5. ALL SOIL UNDER SLAB AND FOOTINGS SHALL BE TREATED FOR TERMITES. 4. ALL REINFORCING STEEL LAPS SHALL BE 40 BAR DIAMETER MIN. 5. CONCRETE FOR SLAB AND FOOTERS SHALL HAVE A MIN, COMPRESSIVE STRENGTH OF 2500 PSI AT 2a DAYS. 6. CONCRETE (GROUT) FOR LINTELS AND FILLED CELLS SHALL HAVE A MIN. COMPRESSIVE STRENGTH 5000 PSI AT 28 DAYS. 1. MORTAR SHALL BE TYPE 5. a. REINFORCING STEEL SHALL BE MIN. OF GRADE 40. q. ALL EXTERIOR WALLS ASSUMED TO BE GMU U.N.O. 10. ALL ANGLES A55UMED TO BE 45 DEGREES U.N.O. PLUME3INC NOTES: I. WATER HEATER TEMPERATURE 4 PRESSURE RELIEF VALVE SHALL BE VENTED FULL 51ZED TO EXTERIOR OF STRUCTURE. 2. WATER HEATER AT MAIN FLOOR LEVEL OR ABOVE SHALL BE IN A PAN w/ DRAIN TO EXTERIOR OF STRUCTURE. MAX. SPAG I NO OF FILLED GELLS: U5E 6-0" HORIZ. 5PAGINO - 1'4' GEILINO MAX. U5E 6-0" HORIZ, 5PAGINO - 10'-0" TO 12'-,5" GEILINO MAX. U5E 6-0" HORIZ. 5PAGINO - 12'-8" TO 18' GEILINO MAX. $ ADD LINTEL N/ (1) #5 GONT. @ 1'4' HOT. (+/- 8") 4 <r H5 H- t� -4" 2'-O." B ■ ■ ■ ■ ■ ■ ■ ■ 24"x24"x12" DP. GONG. PAD p w/ (5) #5 REBAR EACH WAY A D3 I A GD3 5 1/2" ON 0 GDI— ■ I REOE55 GDI A5 PER BLOCK CELL FILLED WIT MANUFACTURER'S INSTRUCTIONS CONCRETE AND 145 ROD - IF - - ►- I FROM FOOTING UP TO ® I ( I I LINTEL TIE BEAM (TYP.) ° PROVIDE :ELECTRICAL GHASE FOR ISLAND I I I NOTE: FOR 1'-4" MASONRY WALL5 I W/ 5EGOND FLOOR ABOVE ° I I FILLED CELL5 TO BE 6-0" O.G. MAX �_ $ AT BOTH SIDES OF A 6 0` OPEN- F I I I ING OR GREATER. SEE FLOOR PLAN I , ® 4 GDI FOR FILLED CELL LOCATION. ��� I ll'-a 5/4" 1/4" I'-11 1/4" 5-10 1/4" 5:_0l: 5:_5" V-O 1/2" 2'-1" I' I I I I PLUMBING CHASE I -1 I REF. II ! N - I AIR AIXR I _ = GDI I PLUMBIVC3 SE GHA HA- to i� I I 5 1/2" GONG. FLOOR SLAB I I 12'-q 5/4" I (2500 P.S.I.) w/ 6x&xlOxlO ' ( I W.W.M. OR FIBER -MESH ON 6 ED I MIL. V150. ON GLEAN WELL COMPACTED TERMITE m I PLUMBING GHASE TREATED FILL ( F I m - I I I ■ N - I A I ILyJIII • I I I GDI �-� - � I I m I- �- —�- 2" STEP-DN 56"x5&"x12" DP. GONG. PAD I I I'-6" 6'-6 I/2" GDI 15'-1 I/2" w/ (4) #5 REBAR EACH WAY GDI NOTE: FOR 1'4' MASONRY WALL5 FILLED GELL5 TO BE a'-O" O.G. MAX 4 D3 I $ AT BOTH 5IDE5 OF A 6'-O" OPEN- I .� INC-7 OR GREATER. SEE FLOOR PLAN FOR FILLED CELL LOCATION. 5 1/2" GONG. FLOOR SLAB O I (2500 P.S.I) w/ 6x6xlOXIO ® ® W.W.M. OR FIBER -MESH ON 6 ®® ■ I MIL. V150. ON GLEAN WELL COMPACTED TERMITE 2'-0' G'-2" a" TREATED FILL 52"x52"x12" DP. GONG. PAD w/ (5) #5 REBAR EACH WAY :. cv 12"xI&"xI2" PP. GONG. PADS o w/ (1) #5 RE BAR EACH WAIT � I L D GDI 10'-10" V-110" 2'-2" 16'-0" 2'-2" 20'-4" FOUNDATION/PLUMBING CLAN 5GALE: 1/4" = 1'-0" E GDI ' m A GDI -' A/G CHASE HB- -H Pf VKt7jCjqNE ENGINEERING (401) 114-W03 FAX: (401) 114-8411 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 3211fo TNOMAS J. ANDER50N PE' 41819 E-H 5.4 H A O & E O WZ Z O a W W r WN�F=! 0.'Ch�WWF'HU O WAWf�W W O �2 E E-4ZHA H H WWq ww �OOZHAa xA zzo�o � O H �Na W E- U W�W,HHiw WWZ wWa oZ EOco WO rr4+HLA � O Q' Cfl mot+ W � � H T-_ GrJ O ® cn N o Z­t N E-•I E-I CrJ P:,-kc� Zoo L C a w Z a z o h w a E E- 0 c-� � O � W O � drawn by: HL.J checked by: Gp date: 3/11 /03 sheet: 24" 06" FULL 50ALE scale: II"AT HALF 5GALE FOUNDATION PLAN THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M,RH, 3 SECOND GUST WIND LOAD REQUIREMENTS t 0 OF THE FLORIDA BUILDING CODE 2001 EDITION, 1 4 Pj 8 2003 LE(5END SYMBOL DESCRIPTION [� 8" GMU HALL w/ (1) #5 ROD FROM FOOTING UP TO TIE BEAM 2x FRAME HALL 2x INTERIOR BEARING FRAME HALL PLANT SHELF AT 8 -4 A.F.F. (U.N.O.) NOTES: I. ALL EXTERIOR HALLS ARE DESIGNED FOR SHEAR RESISTANCE 2. ALL INTERIOR BEARING 2x FRAME HALL STUDS 16" O.G. (U.N.O.) 3. ALL INTERIOR NON -LOAD BEARING 2x FRAME HALL STUDS 24" O.G. (U.N.O.) EL. INTERIOR ELEVATION DETAILS 5HT' (ELEVATION NO. OVER SHEET NUMBER) HEADER 5GHEDULE HEADER NO. DESGRIPTION DOUBLE 2x12 w/ 1/2" FLITGH PLATE HDR-I NAILED w/ IBd ® 12" O.G. TWO ROHS STAGGERED DOUBLE 2x10 w/ 1/2" FLITCH PLATE HDR-2 NAILED w/ IBd ® 12" O.G. THO ROWS 5TAGGERED DOUBLE 2x8 w/ 1/2" FLITCH PLATE HDR-3 NAILED w/ IBd ® 12" O.G. TWO ROH5 STAGGERED DOUBLE 2x6 w/ 1/2" FLITCH PLATE HDR-4 NAILED w/ IOd @ 12" O.G. THO ROH5 5TAG6EREP PRE-GA5T LINTEL H/ #5 DIA. BAR(5) L - NO. (LETTER) (SEE LINTEL 50HEOULE "GD-LS") M - NO. (LETTER) RECESSED PRE-GA5T LINTEL H/ #5 DIA. BAR(5) "GD-L5") (SEE LINTEL SCHEDULE Y I DO � S(f-,,HEDULE MASONRY GONSTRUGTION GALL 51ZE WINDOW 51ZE 5H 12 11 I/8"x26" 5H 13 IH I/8"x38 3/8" 5H 14 11 I/8"x50 5/8" 5H 14 + 5 Iq I/8"x55 5/5" 5H 15 11 Il8"x63" 5H I6 Iq 1/8"x-12" 5H 11 Iq I/8"x84" 5H I H2 26 1/2"x26" SH I H3 26 1/2"x38 3/8" 5H I H4 26 1/2"x50 5/8" 5H I H4 + 5 26 1/2"x55 5/8" 5H I H5 26 1/2"x63" 5H I H6 26 1/2"x12" 5H I H1 26 1/2"x84" 5H 30x26 30 1/2"x26" 5H 30x38 30 1/2"x38 3/8" 5H 30x50 30 1/2"x50 5/8" 5H 30x55 30 1/2"x55 50' 5H 30x63 E 30 I/2"x63" 5H 30x12 E 30 I/2"x12" 5H 30x84 E 30 1/2"x84" 5H 22 3111x26" GALL 51ZE WINDOW SIZE 5H 23 31"x38 3/8" 5H 24 31"x50 5/8" 5H 24 + 5 E 31"x55 5/8" 5H 25 E 31"x63" 5H 26 E 31"x-12" 5H 21 E 31"x84" 5H 48x26 48"x26" 5H 48x38 48"x38 3/8" 5H 48x50 48"x50 5/8" SH 48x55 E 48"x55 5/8" 5H 48x63 E 48"x63" 5H 48x12 E 48"x12" 5H 48x84 E 48"x84" 5H 32 53 10'x26" 5H 33 53 I/8'x38 50' 5H 34 E 53 I/8"x50 50, 5H 34 + 5 E 53 I/8"x55 5/8" 5H 35 E 53 I/8"x63" 5H 36 E 53 [AYx12" 5H 31 E 53 I/8"x84" NOTES: E = INDICATES HINDOH5 THAT MEET EORE55 REQUIREMNET5 I. ALL WINDOW ROUGH OPENIN05 SHALL BE VERIFIED BY WINDOW CONTRACTOR PRIOR TO CONSTRUCTION. 2. SUB-CONTRACTOR5 SHALL VERIFY ALL WINDOW ROUGH OPENINGS WITH GENERAL GONTRAGTOR PRIOR TO COMMENCEMENT OF WORK. NOMINAL GALL 51ZE - DOOR5: 51NGLE, DOUBLE, AND SLIDING WIDTH - FEET —\ //— HEIGHT - FEET X X X X WIDTH - INCHES —� — HEIGHT - INCHES NOTES: I. ALL INTERIOR DOOR HEIGHTS 6'-8" (U.N.O.) 2. ALL DOOR ROUGH OPENINGS SHALL BE VERIFIED BY DOOR GONTRACTOR PRIOR TO 0ON5TRUGTION. 3. 5UB-GONTRAGTOR5 SHALL VERIFY ALL DOOR ROUGH OPENINGS WITH GENERAL GONTRAGTOR PRIOR TO GOMMENGEMENT OF WORK. OENERAL NOTES I. ALL INTERIOR DIMENSIONS ARE BASED FROM THE OUTER EDGE OF THE FOUNDATION SLAB. 2. ALL SOIL UNDER 5LA5 AND FOOTIN65 SHALL BE TREATED FOR TERMITES. FINAL EXTERIOR TREATMENT OF BUILDING SHALL BE IN ACCORDANCE HITH THE FBG 2001 EDITION SECTION 18I(q, 104.2.6, AND 104.2.1. A PERMANENT 51ON OF THE TERMITE TREATMENT AND THE PROVIDER SHALL BE POSTED. 3. ALL REINFORCING STEEL LAPS SHALL BE 40 BAR DIAMETER MIN. 4. CONCRETE FOR 5LAB AND FOOTERS SHALL HAVE A MIN. COMPRESSIVE 5TRENGTH OF 2500 P51 AT 28 DAYS. 5. CONCRETE (GROUT) FOR LINTELS AND FILLED GELL5 SHALL HAVE A MIN. COMPRESSIVE STRENGTH 5000 P51 AT 28 DAYS. 6. MORTAR SHALL BE TYPE S. 1. REINFORCING STEEL SHALL BE MIN. OF GRADE 40. 5TAI R GALGULATIONS GALGULATED TOTAL HEIGHT: 10'-,5 5/4" TOTAL NUMBER OF RISERS: 11 GALGULATED R15ER HEIGHT: 1 1/2" GALGULATED TREAD: loll GALGULATED TOTAL RUN: 6-4" H/ I" N051NO �fL + N A O <i- O A m H�k +22.% PSF +24.54 P5F -25.16 P5F +24.10 P517 -32.01 P5F 40'-0" -26.30 P5F ; I5t FLOOR PLAN SCALE: 1/4" = 1'-0" +22.00 P5F -21.00 P5F HB' -H a ENGINEERING (401) 114-J003 FAX: (401) 114-8411 P.O. 5OX 161613 ALTAMONTE 6PRING6, FL 32116 THOMA6 J. ANDERfiON PE" 41819 mumi RSV. DATE �� Ey RE-,a�x',W zaCOco w�o o a�P wmE- u o wrawwwW o o a E-E-E-- A E--+ E y wWp Wwa�x �a-3OZ� A R'- Zz �W E-'v)Qzz wwawPww wwwa,p4ortia Ul O W � � CO C/I N w Z O N W O E--4 Z �� N E--4 N C0 � Z c Z O o LO H c W W O z Q z O Ea W QI`CI� x E� �i W dram by: HLJ checked by: Gp date: 5/11 /05 sheet: 24"06" FULL 50ALE scale: II"AT HALF 5GALE Ist FLOOR PLAN THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 MRH. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, 1A, toO 2003 4 N m +25.30 P5F +25.0 P5F +25.0 P5F +25.50 P5F . -55.55 P5F -21.3a P5F -5�.55 PSF 40'-O" -27.3a P5F 2'-6" 12'-6" q'-O" 13'-6" 21-61" au :;nr;n 4040IFIXED 404OI FI,XEP 5N 3n5n - PLANT SHELF _ 11'-11 1/2" 12'-I 11/2" N 15'-I" O BEDROOM 5 ° OPEN TO FAMILY t -o a' FLAT ROOM BELOW m MA 5TER BEDROOM Q 2'-1" V-51/2" r a' FLAT 40 RAILING 42" A.F.F. LINEN r; = _ _ _ — LEDGERS AG IN5T FLOCF TRU55 FOR BRACING 15 26 BATH 3_ a' FLAT o z6 N a' FLAT " 26 4'-6" 3'-7" 5'-O" m 2'-O" 4'-I I I/2" 3 _0 .5'-0" m — ARCH CPT N _ VINYL t 511. SH. 2xb KkL 15F1.— 26 j p I' A/H CHASEAM 1i WIG " W I G — — — CA50 GHA5E �, 2z II IO 2'-0" V-5 1/2"6 114 MG m� o 2'-a 1/I2/62" E. 21_o-0I "4" OPEN TO Iz'-2ba GMU URB 2' "- BEDROOM 4 FOYER I LOFT — -� = BELOW a' FLAT 20 r ►' a' FLAT I I ' II m 2- 5H 5050 4040 FIXED 5H 4030 TEMP. TEMP. GLA55 Ir +24.10 P5F +25.1a P5F +25.66 P5F -31.16 P5F -21.55 P5F -27.a6 P5F 2nd FLOOR PLAN SGALE: 1/4" = I'-O" MASTER BATH a' FLAT kfVKfrICjqNE ENGINEERING f401I 114-WO3 FAX (401) 114-8411 P.O. 130X 161613 ALTAMONTE SPRINGS, FL 32116 TNOMAS J. ANDER90N PE0 41819 REV. DATE E- pE,O�'W�WHW wZowNw�z o�"w�wo 0 acSPaIE"0 0 WAw�'W w O O P. E. cat HCl E wwwHww�� cx� Z Flp r"aoHO��v�i a w rzz0 0 Wwawpwp, Wwwa,�0z� HOWO WCEW Cf) O CD Co ® o C/) �w ® N Ewa' �HCO z o Lo CD a z W H � I ® aka drawn by: HLJ checked by: Gp date: 5/11 /05 shoot.. 24"06" PULL SGALE $cale: II"Al" HALF SGALE 2nd FLOOR PLAN THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. JA to3l MAC- 2003 0 SMOOTH GEMENTITIOU5 NPuSH TYPICAL ALL E3ANDIN6 U.N.O. N i N I" TYP. I" RAISED 4" BANDING 5GORED 6" BANDING 19 6 0 LLET ELLLLION SCALE: 1/0' = 1'-0' OFF RIDGE VENTS 12 0 T PI S SHINGLE ROOF TYP. TEXTURED GEMENTITIOU5 (2 FIN15H TYP 5 q'_4 . LANAI BEARING HT. O" FINISH FLOOR _ 5HIN6LE ROOF TYP. 18'-q 3/4" 2nd FL. BEARI N6 HT. I T-4 3/4"IV _ 2nd FL, HEADER HT. ^ I 10'-8 3/4" 2nd FL. FIN. FL. l-4 11 ISt FL.BEARIING HT. HEADER HT. SEE DETAIL FOR FIN15H 4 SIZES 0" FINISH FLOOR TEXTURED GEMENTITIOU5 - FIN15H SCALE: 1/0' 12 TYP rj ai�= i cL Lc Z 5GALE: 1/0' : 1'-0" 12 TYP 5 SEE DETAIL FOR FINISH � SIZES REV.1 DATE F+ o�w �z zco ov�w o�'W�wo o wA�w[z�W�w O H C\2 E E-4 H wwWHwwaF� U` �0U� yhA a V1wAwuOQ'C a w�zz000u HwA~ Ww WE-4 WZ x Ex-�OwU x0-4 � O r-� cx Q�0 C/DW W dJ O O Lo � W Z O z a z W a a H d � � I � W I O � 12" TYP. ° EAVES 4 6ABdraws by: y: HLJ checked by: GP date: 5/11 /05 Sheet: 24" 06" FULL 50ALE Scale: 11"Al" HALE 5GALE EXTERIOR ELEVATION THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED �( THE 120 M,P,H, 3 SECOND GUST WIND LOAD REQUIREMENTS SCALE: I/4' = 1'-0' OF THE FLORIDA BUILDING CODE 2001 EDITION. • o MIN E:m: I I I w I w I of Inn MAR Inn MAR WALL LE(SENED SYMBOL DESGRIPTION q'-4" GK. WALL A.F.F. INTERIOR BEARING WALL (2x4 OR 2x6 STUDS @ 16" O.( . U.N.O.) (2) HETA20 (2) HET, 0 U U U U U U R15 ti L J R14 L R13 Al R12 [zir `ti C C4 C17,C L I C6 C6 E2 J F8 E2 0 NOTES: I. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOAD5 TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWN5 TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT GALGULATIONS. ANY DUE5TION5 A5 TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE 5TRUGTURAL ENGINEER. 3. HEADER STUD REG2UIREMENT 2 HEADER 5TUD5.(EAGH SIDE) 1'46" TO 6'-O" 5- �..- ROOF EDGE `t'—�� `- 3 HEADER 5TUD5 (EACH SIDE) 6'-0" TO 12-0" 4 HEADER STUDS (EACH SIDE) 12'-0" TO IV-0" OO QQ 2 HEADER STUDS REO. (I) FULL LENGTH 5TUD OI -C 4' 3 HEADER STUDS REO. (2) FULL LENGTH STUDS R 4 HEADER STUDS REO. (2) FULL LENGTH STUDS OO RIDGE CD 4. BEARING WALL NAIL PATTERN: I I 1. PLYWOOD: (FIELD) USE 8D NAIL5 ® 12" O/G OO QaP W 2 4' OR O.5.E3. (EDGE) USE 8D NAILS @ 6" 0/G 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" O/C O O O OO (EDGE) USE 50 NAILS @ 7" 0/G 5, I 5. ROOF NAILING PATTERN: PLYWD OR 05B I ZONE I - USE 80 COMMON NAIL5 o a" O/G ZONE CHART 2 ZONE 2 - USE OD COMMON NAILS ® 6" O/C, 3 ZONE 3 - USE 8D GOMMON NAIL5 © 4" O/G 6. 1/2" GYPSUM GEILING: USE 5D NAILS @ -V O/G -1. 2 1/4" X .151 PNEUMATIC, NAIL5 MAY BE USED IN LIEU OF 8D GOMMON NAILS. NAILED ® 5" O.G. ED6E5 4 @ 10" O.G. FIELD 8. ALL INTERIOR LOAD BEARING WALL5 TO BE 2X4 #2 5PF (o 16" O.G. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALL5 ABOVE 14'-0" TO BE 2X4 #2 5PF @ 12" O.G. UNLE55 OTHERWISE NOTED. HURRICANE TIE INTERCHANGABILITY SCHEDULE BRAND MODEL FASTENERS UPLIFT COMPLIANCE SIMPSON MTS12 (14) 10d 1000 413 (NER) USP MTW12 (14) 10d 1055 5764 (ICBO) SIMPSON META16 (12) 10d x 1-1/2" 1490 469 (NER) USP TA16 (11) 10d x 1-1/2" 1350 5531 (ICBO) SIMPSON HETA20 (16) 1Od x 1-1/2" 1890 469 (NER) USP HTA20 (13) 10d 1890 5531 (ICBO) SIMPSON HUS26 (14) 16d, (6) 16d 1550 499 (NER) USP TFID26 (18) 16d, (12) 10d x 1-1/2" 1520 478 (NER) SIMPSON LSTA12 (10) 10d 755 443 (NER) USP LSTA12 (10) 10d 755 530 (NER) SIMPSON SP1 (6) 1Od, (4) 1Od 585 499 (NER) USP SPT22 (4) 1Od, (4) 1Od 595 564 (NER) SIMPSON SP4 (6) 10d x 1-1/2" 735 499 (NER) USP SPT4 (6) 10d x 1-1/2" 735 564 (NER) SIMPSON LSTA36 (26) 10d 1715 443 (NER) USP LSTA36 (24) 10d 1740 530 (NER) SIMPSON H5 (4) 8d, (4) 8d 455 499 (NER) USP HCDP (4) 8d, (4) 8d 475 510 (NER) SIMPSON ABU66 (1) 5/8" AB, (12) 16d, (2) 1/2" 2300 499 (NER) USP PAU66 (1) 5/8" AB, (12) 16d, (2) 1/2" 2350 530 (NER) SIMPSON ABU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2200 499 (NER) USP PAU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2240 530 (NER) SIMPSON MTT288 (1) 3/4" AB, (24) 16d 4455 432 (NER) USP MTS27B (1) 3/4" AB, (24) 16d 4635 530 (NER) SIMPSON HGUS26-2 (20) 16d, (8) 16d 2275 499 (NER) USP THDH26-2 (20) 16d, (8) 16d 2235 5441 (ICBO) SIMPSON L50 (6) 1Od 420 443 (NER) USP AC5 (6) 1Od 425 3613 (ICBO) SIMPSON META16 (12) 1Od x 1-1/2" 1490 469 (NER) SIMPSON META22 (14) 10d x 1-1/2" 1500 469 (NER) USP TA20 (11) 10d 1520 5531 (ICBO) SIMPSON HTT16 (18) 16d 3480 432 (NER) USP HTT16 (18) 16d 3695 530 (NER) SIMPSON HGT-2 (2) 3/4" AB, (8) 1Od 10980 432 (NER) USP HUGT2 (2) 3/4" AB, (8) 1Od 9210 * (NER) SIMPSON A34 (8) 8d x 1-1/2" 365 413 (NER) USP MP34 (8) 8d x 1-1/2" 350 505 (NER) SIMPSON HTS20 (20) 1Od 1450 * (NER) USP HTW20 (20) 1Od 1530 5764 (ICBO) SIMPSON SP2 (6) 1Od, (6) 1Od 890 499 (NER) USP SPT24 (6) 1Od, (6) 1Od 895 564 (NER) SIMPSON H4 (4) 8d, (4) 8d 360 499 (NER) USP HCH18 (4) 8d, (4) 8d 360 510 (NER) SIMPSON MGT 5/8" AB, (22) 10d 3965 432 (NER) NOTE: 1) USE (1) MTS12 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) META22 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL NAIL VALUES: BASED ON "NATIONAL DESIGN SPECIFICATIONS CONNECTION (U.N.O.) FOR WOOD CONSTRUCTION FROM 3) USE HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) TABLE 8.8c - "NAILS AND SPIKES - 4 USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK LATERAL LOAD DESIGN VALUES" TO HIP GIRDER. (T&B) NAIL SHEAR VALUE (Ibs.) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) 8d 103# (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) 10d 125 (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<7500LB DOWNLOAD) 16d 149# * - COMPLIANCE REPORT PENDING AUG 5, 2002 - CHANGE.DWG FOR ENGINEERED TRUSS DESIGN AND LAYOUT PLAN REFER TO SHOP DRAWINGS PREPARED BY SMYTH LUMBER GO. 6363 EDGEWATER DRIVE, ORLANDO, FL. 32810 PHONE (407) 299-1522 FAX(407) 299-9153 (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 3271 THOMAS J. ANDERSON PE# 47819 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, REV. DATE E- 0o W ;4 W � zocr�w D�wwp','O�O 'ME" U O wAwG,W�W O El E-�ZHA E.i �ZOEx+c�o�� a w��zzo 0 N a4 W E-i c U waw�WWz E`E,O�U ulW uo-14 cc Q0 .-1 w � � ® a o � Z w �i p U W w Q) W w Q"J O o LCJ H � a w Z �O4.�.1 1 a z w E--� 0 c� O � � I � � I O � � � w Q � drawn by: HL J checked by: Gp date: 5/11/05 sheet: 24"x56" FULL 56ALE scale: I I "xlT HALF SCALE FLOOR TRU55 PLAN 2 0 0 1A 8 2003 r- 4 tV 20'-0" 5GALE: 1/4" = 1'-0" TEMP. GLA55 FIN. GAP 14\� V O W o < o i6 x ' �— 4" CURB A/ MARBLE E MASTER BATH SCALE: 1/4" = I' -Oil m (2) 2x12 W/ FILLER F —1 cn I I �? 2x12 STRINGER 6'-101/2" CHAMFER GUT 2x2 PICKET(S) ® TOP AND BOTTOM ENDS (1/2" GHAMFER 2-TYP) F P�3 ARCH DETAIL SCALE: 1/4" = 1'-0" 0 0 WOOD HANDRAIL ® 56" ABOVE NOSE OF TREAD ,�2x TREADS 2x6 RAILING ® 56" ABOVE NOSE OF TREAD LE55 THAN 4" BETWEEN 5PAGING OF 2x2 PIGKET5 0 to �— Ixl2 SKIRT OVER 2x12 STRINGER B Al f�3 STAIR DETAIL 50ALE: 1/4" = 1'-0" 2x6 RAILING ® 36". ABOVE NOSE OF TREAD i6 Z2x12 5TRINGER5 BEYOND WALL MOUNTED I/4" HOOD HANDRAIL---`,- cl -,HANDRA L PETA I L 5GALE:.l 1/2" - 1'-0" G �3 ARCH DETAIL. 56ALE: 1/4' = 1'-0" v D A3 FAM1L1' ROOM 50ALE: 1/4" = I'-O" REV. DATE xz W'7�"'O�N� CW!] a >..I p W z 04 00 WmQE� o Wc�Wwww o Ex+��O E1 C\2 E A E. �W WP W W% ¢C) Z�HQ �wC) E-z,`�o� o Q'NW WWa`WHWW~ W Wa,4oz� xQQ E" E-,O O 0 d{ Q�C ® � o cn �Z o � ZCo � N ® cn co � Co �Oo LH C\l�Z O P-� W H a E� (31 CYJ � I drawn by: HL J checked by: Gp date: 3/11/05 shoot: 24" 06" FULL 5GALE scale: II"Al" HALF 56ALE GA5INET $ M15G. DETAIL5 A 30 0 o � . + � �'t J REV. DATE WALL BEYOND 3 1/2" GONGRETE 5LA8 (MIN. 2500 P.5.1.) W/ 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) 3 1/2" GONGRETE SLAB (MIN. 2500 P.S.I.) W/ 3 1/2" GONGRETE 5LAB (MIN. 2500 P.S.I.) W/ PRE-ENGINEERED TRUSS @ 24" O.G. 26 GA. GALV. FLASHING: (1) 6-GO 6ALV. COATING EXPANSION JOINT OVER 6-MIL VAPOR BARRIER 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) W/ (i) MT512 ®EA. TRUSS U.N.O. (2) MEETS ASTM A527 DRIVEWAY I (SEE FOUNDATION PLAN FOR SLOPE) I OVER 6-MIL VAPOR BARRIER OPTIONAL 2x4 OVER 6-MIL VAPOR BARRIER CD (SEE "5-2" SHEETS FOR TRUSS PLANS) SEE ELEV. (3) REGULAR POLYESTER 32 4 (SEE FOUNDATION PLAN FOR SLOPE) NON -BEARING WALL TYP. (SEE FOUNDATION PLAN FOR SLOPE) (4) 1.0/ 0.5 MILL. w/ PRIMER SLOPE TO R/W I I u� COMP. SHINGLES OVER 15# FELT (5) MIN. THIGKNE55 0.0187 IN. 511 V ( ua � � (6) CHROMATE TREATMENT `� a ON -1/16" 05B OR GDX SHEATHING 4 } Lu 0 ¢ =(FELT: ASTM D 228 TYPE 1) I —_ w m 2 BEARING HT. z -1 L-1 11=1 I I I—III-1 11=► �'— i I_ -� =1 I I SEE ELEVATION a N �' z �� _ — i—III— —' ' � 32 �_� ®� I I I� 111- _ — III- �raw� .III _ —III_ I I I=1 1="' - - ! ~-1 I ALUM. R-30 INSULATION a � o 8 WIDE GONG. CURB GLEAN GOMPAGTED 32 - w � Q 8 8 GLEAN GOMPAGTED FASCIA I/2 GYP BOARD Pa r� a TERMITE TREATED FILL 8"x8" THICKENED EDGE 8 GLEAN COMPACTED 8 x8 THICKENED EDGE TERMITE TREATED FILL Z Z w o x Ia H cQ W/ 1 #5 BAR CON I. DEL. 2'x4" TOP PLATE _ 2X4 OR 2X6 SUB U, H H � 8"x8" THIGKENED E06E W/ 1 #5 BAR GONT. TERMITE TREATED FILL HEADER HT. w w Q w w a � = W/ 1 #5 BAR GONT. ELEVATION SEE ELEVATION 0 0 p � z FA5GIA SEE � w � x THICKENED VENT. ALUM. I DBL. 2x12 HEADER w/ vl o w ®c ` a GARAGE DOOR: RECESS OFF IST T H I C N E D D G T A I I SOFFIT 112 PLYWOOD FLITCH � W a� z z o 0 F O O T I I �l DETAIL A TGARAGE DOOR r� � �� (REFER TO HEADER SCHEDULE) w p W w E- w 9' zu „ SCALE: 3/4' - I'-O' w w a' w ,H_, w W SCALE: 5/4" = I -o ROOF SHINGLES: (1) MEETS ANSI/ UL 7a0, GLA55 A, ASTM D3462, w M w a a z UL aq7/ ASTM D5161 � c=, w o � 0 E_ 5GALE: 5/4" = I'-o° (2) SECURED w/ (4) NAILS EA. Er' 0 U c a (3) MEETS UL R2455 PROGRAM 2x4 STUDS @ 16"O.G. WINDOW (SEE FLOOR PLAN #2KD S.P.F. MIN. 2x4 STUDS @ 16"O.G. FOR 51ZE � LOGATION) 2 D S.P.F. MIN. C0 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE C® 1/2" DIA. x 8" ANCHOR BOLT TO STUD/ 5P4 @ 2x4 P.T. BOTTOM PLATE W/ 2x4 DEL TOP PLATE REFER TO ELEVATION'S FOR FINISH OR EXPANSION ANCHOR w/ EVERY OTHER STUD 1/2" DIA, x 8" ANCHOR BOLT TO STUD/ 5P4 @ i 2"x2"xl/8" WASHERS LOCATED OR EXPANSION ANCHOR w/ EVERY OTHER 5TUD " GONG. FILLED GELLS W/ 2"x2"xl/8" WA5HER5 LOCATED CrJ {; I # 5 BAR VERTIGAL WITHIN 6„ OF EACH CORNER MARBLE SILL Ci2 32 O.G. MAX. ELSE WHERE WITHIN 6" OF EACH GORNER n �,, 1 52" O.G. MAX. ELSE WHERE R-11 INSULATION ® C) #5 DOWEL W/ 12 HOOK ��, 5 1/2" GONGRETE SLAB BOTTOM PLATE TO STUD/ W ';; 3 1/2 GONGRETE SLAB (MIN. 2500 1P.S.I.) W/ 25" LAP MIN. (MIN. 2.700 P.S.I.) W/ 6x6 10/10 5P4 @ EVERY OTHER STUD 3 1/2" GONGRETE SLAB BOTTOM PLATE TO STUD/ I/2" GYP BOARD 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) OVER 6-MIL VAPOR BARRIER ° WIRE MESH (OR W/ FIBERMESH) (MINI. 2500 P.5.1.) W/ 6x6 10/10 5P4 @ EVERY OTHER STUD 7/16 05B SHEATHING +� 0 III w OVER 6-MIL VAPOR BARRIER WIRE MESH (OR W/ FIBERMESH) 2x4 STUDS ® 16" O.G. (SEE FOUNDATION PLAN FOR SLOPE) ' W ;.-o FINISHED GRADE iI; - d OVER 6-MIL VAPOR BARRIER VARIES (SEE FOUNDATION PLAN FOR SLOPE) 2"x4" BASE PLATE FASTENED BASE TRIM AS SPEC. C r-i $, N 4;� C ° a I : W/ 2-12d NAILS ® 12" O.G. W -a tCS I�// �. - ® e. _. °._. 3I _ ` 4 4. .o •� �., 2 5/4" PLYWOOD TiG SUB -FLOOR O " 2 O :I�I�=I�Ii I ._-® o a ° / _ _ L5TA18 EVERY — a4. DECKING GLUED AND NAILED tr- _� I I - - - I=I I a� �. I=1 I= 2 - ° �° I=I I I I OTHER STUD At -' I -III—III d --,� 4 MAX. AIG CHASE 1=_I I —_ 111- _-_ I— -1 I I —I — �—�,— =1 I=1ii I �I' I I 2"x4" GONT. RIBBON BOARD C7 _ (SGHD. #40 PVC, MIN.) -11 " " - - -rr �"n-- �- GLEAN GOMPAGTED ® Ems°' rn I EE - 11- -"- �' - GLEAN GOMPAGTED I I- - a-1 11--It �i }W". I FASTENED W/ 3-12d NAILS =III=III=I i THROUGH FOOTING 20"xl2" FOOTER W/ { ,u, ,u ,u, I 20 xl2 FOOTER W/ „- ,u, ,u ,u, TERMITE TREATED FILL' 11 TERMITE TREATED FILL 3 #5 BARS GONT. { GLEAN COMPACTED 3 #5 BARS GONT. ,Y - - - J J 4" MAX. A/G CHASE FASTENERS AT EACH IFLOOR J015T ADD (1) #5 BAR 1'-4" 4" MAX. A/C GHASE - - - •-i �' TERMITE TREATED FILL ADD #5 BAR(5) THROUGH ►-�7 50" LONG � A/G GHASE ADD #5 BAR(S) THROUGH I'-8" I�_8�� (SGHD. #4D PVC, MIN.) � (LAP #5 BAR(5) OVER GHASE @ A/G GHASE FOOTER (SrHD. #40 PVG MIN.) PRE-ENGINEERED FLOOR C�2 16 x20 FOOTER W/ � A/G GHASE FOOTER THROUGH FOOTING THROUGH FOOTING TRU55 @ 24" O.G. AND GONNEGT TO EAGH GONT. (LAP #5 BAR(5) UNDER GHA5E „ (LAP #5 BAR(5) UNDER GHASE ADD 20"AO"xl6" FOOTER 2 #5 BARS GONT. ADD 20 xl0 xl6 FOOTER AND GONNEGT TO EAGf-i GONT. #5 BAR UNDER GHASE) AND GONNEGT TO EACH GONT' 1/2 GYP BOARD #5 BAR ABOVE GHA5E) A/G GHA5E GROSSING #5 BAR ABOVE GHASE) BA/G GHASE GRO SING® (U FLOO J EVERY 1=LOOR J015T �U FOOTING [DETAIL AT GARAGE INTERIOR ARiN WALL LTG. DETAIL � OFFSET ,4IN WALL FTC. DETAIL (IU.N.O.) LINTEL BLOGKW/ 1 HEADER (� ,/� � HEADER HT. SCALE: 3/4" = I'-O" �,�" 5GALE: 514" = i'-O" 50ALE: 5/4" = 1'-0" SEE ELEVATION PRECAST HEADER W/ 1 #5 ROD W III I 3 1/2" GONG.— H III) WINDOW (SEE FLOOR PLAN i111 Ire #5 REBAR TYP. FOR SIZE B LOGATION) SEE ELEVATION 1111 {I L _ FOR FINISH GONG. FILLED GE W LL5 / I # 5 BAR VERTIGAL I- ❑ ❑ BENT BAR W/ 25" MARBLE SILL I'-O" LAP E.W. TYP OF 3 PREGA5T SILL - R-4.2 FOIL El F� CORNER 5 A [DETAIL 1 1/2" GYP BOARD OVER v 1 #5 BAP_ VERTIGAL IN N.T.S. GONG. FILLE'.D CELL FROM a 3/4" P.T. FURRING El 1-1® - SLAB TO TIE BEAM TYP. Q GONG. FILLED GELLS W/ GONG. LINTEL 8 G.M.U. I # 5 BAR VERTIGAL BLOCK FILLED ©EAGIH DOWN CELL �� (SEE FLOOR PLAN FOR , i Q W/ (I) #5 � BASE TRIM A5 SPEC. I -4 21-011 8 FILLED CELL LOG. � � , 3 1/2" GONGRETE SLAB (MIN. 2500 P.5.1.) W/ �. #5 DOWEL W/ 12" HOOK ;li. 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) n if PREGA5T GONG. 25 LAP MIN. OVER 6-MIL VAPOR BARRIER GMU GOLUMN li GMU GOLUMN LINTEL GONG. III FILLED W/ 1 #5 BAR I'I O-O FIN. FL. #5 DOWEL W/ 12" HOOK III 'II #5 DOWEL W/ 12" HOOK UP TO 16' (NON -BEARING) USE FINISH GRADE 'i i' 4 25" LAP MIN. ,il 3 1/2" GONGRETE SLAB (MIN. 2500 P.5.1.) W/ , - 25 LAP MIN. II, ,II 3 1/2 GONGRETE SLAB (MIN. 2500 ,,, 1 #5 IN HEADER. 16 BEARING 11� II. �, �' 4 _ q =F{'' P.5.1.) WI 6x6 10/10 WIRE MESH (OR �" 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) - _ _ - ° W/ FIBER MESH) OVER 6-MIL VAPOR ; OVER 6-MIL VAPOR BARRIER AND 18' USE 2 #5 BARS IN HEADER. _�✓ .. Q 'd I=III=1 =1 I I=1 I I i i f=1 11=1 11= SEE ELEVATION FOR FINISH ail BARRIER (SEE FOUNDATION PLAN SEE ELEVATION FOR FIN15H ; (SEE FOUNDATION PLAN FOR SLOPE) FOR SLOPE) GARAGE RAG E DOOR z I=III=1 I 11, �� N y -III—I I I 1,1 ; a. I I ; II III III I L= I I II I II I lI I ---------- III —I FINISHED GRADE Ili FINISHED GRADE ill/ itI i IIIi I ° 1 1=II N.T.S. (SEE DETAIL E FOR ° 4�v_------ A/G GHASE SPECS.) - I=II 1=III=I I-II8 II uI =ii i— III , GLEAN GOMPAGTED -III- #5 ROD IN FILLED CELL -I'a°° I =--®-_►=1' gI--= =_I4'II1{ I' I-Iit I I IIII==�I I� =I TIED TO GONT. ROD IN I - 20"x2O" FOOTER W/ TERMITE TREATED FILL ° 1' °.'' It_F ° - a T�FICAL TWO 5TO�HRAME TERMITE TREATED FILL TERMITE TREATED FILL U I NGLEAN GOMPAGTED FOOTER LINTEL ROD 3 #5 BAR GONT. _ GLEAN COMPACTED ABOVE (lo"MIN. HOOK) OVER drawn by: _ checked by: 2'-0" I 5GALE: 5/4" = 1'-0" Gp 24"x24"xl6" SPREAD FOOTER 24"x24"xl6" SPREAD FOOTER W/ 3 #5 BARS ® 6" O.G.E.W. W/ 3 #5 BARS @ 6" O.G.E.W. - - - - i date: 111103 kfV991C,4NE sheet 24"06" HULL SCALE MULTIPLE COLUMN FOOTING [DETAIL SINGLE COLUMN FOOTING DETAIL ENGINEERING 5GO16: II"xIT HALF 5GALE (407) 774-9003 FAX: (407) 774-8477 FOUNDATION AND WALL 5GALE: 3/4" = I'-O° 5GALE: 5/4" = 1'-0" 1 #5 BAR GONT. P.O. THOMAS J. ANDERSON PE# DFTAIL5 BOX 161613 ALTAMONTE SPRINGSINGS,, FL 32716 STRUTUE HAS BEEN GNED ET TIE I I AST f DOWN THISTHE120 M.P.H.3 SECOND GUSTSIWIND LOADEREQ� REME TSD OF THE FLORIDA BUILDING CODE 2001 EDITION. N.T.S. �Dl r, � 2003 EX15T. FLOOR SYSTEM AND FLOOR STRAPPING DRILL 6" INTO EXIST. LINTEL, EPDXY 4 DRIVE #5 4 BEND VERT., 25" LAP REOV. SPLIT FACE OF BLOCK PROP. FILLED GELL LOG- ATION. (TYP) DRILL 6" INTO EXIST. FTC., EPDXY 4 DRIVE #5 4 BEND VERT., 25" LAP REOV. NOTES: I. INSERT DOWELS VERTICAL AND STRAIT WHEN NO WALL PRESENT 2. 3/4" HOLE, BLOW OR BRUSH GLEAN 3. 2 PART EPDXY OR ENGINEER APPROVED EQUAL (eq. SIMP50N 5ET-KIT, SET PAG) 1 IONO &LA5 i1155 D DOWEL DETAIL N.T.S. (2) MT512 @ TOP PLC U.N.O. (SEE "5-2" SHEET! TRU55 PLANS) #2 5.Y.P. P05T(5) UNDER HIP GIRDERS (U.N.O.) BLOCK UNDER #2 S.Y.P. TO LI (SEE "5-2" SHEETS FOR GONNEG (USE (2) MT512 TO ANGHC TO FLOOR TRU55 GIRDER U. (5) 1/2" PIA. ANCHOR BOLT EMBED 4" (MIN.) W/ 2"x2"xl/8" NA5HER5 SPACED EQUALLY. TOP 4 BOTTOM BOLTS WITHIN 12" OF TOP i BOTTOM OF NALL CONCRETE FILLED CELL In(/ ftK MAO FOR REINFORCING SEE PLAN 4 WALL SECTIONS. 8" GONGRETE BLOCK (5) 1/2" DIA. ANCHOR BOLT EMBED 4" (MIN) W/ 2"x2"xilb" NA5HER5 5PAGED EQUALLY. TOP $ BOTTOM BOLTS WITHIN 12" OF TOP $ BOTTOM OF HALL. 2x4 WALL AS SPEC, IN PLAN 2x4 P.T. BOTTOM PLATE N/ 1/2" DIA. x b" ANCHOR BOLT OR EXPAN51ON ANCHOR w/ 2"x2"xl/S" NA5HER5 LOCATED WITHIN 6" OF EACH CORNER 52" O.G. MAX. ELSE WHERE L0,4D-5EARING FRAME W,4L L CONNECTION TO rl,4SON � W,4L Lm D T/41 L N.T.S. (2) SP4 ® TOP OF HEADER (1) PER HEADER JACK AS REQ'D (1) SP4 @ TOP 4 BOTTOM OF EVERY OTHER FULL LENGTH WALL STUD DOUBLE TOP PLATE 1/16" 056 EXTERIOR 5HEATHIN6 (REFER TO SHEAR PANEL WALL DETAIL FOR NAIL SPAGIN(55) 2x4 #2 5.P.F. 5TUD5 16" O.G. L5TAIb ® TOP $ BOTTOM OF HEADER JACK (1) PER HEADER JACK A5 REQ'D 2x4 BOTTOM PLATE ON 3/4" T. 4 6. DEGKIN6 SP4 @ TOP $ BOTTOM OF CORNER P05T EACH SIDE LET -IN 2"x4" GONT. RIBBON BOARD FASTENED N/ 3-12d NAILS FASTENERS AT EACH FLOOR J015T PRE-ENGINEERED FLOOR TRU55 w/ METAI6 @ EACH FLOOR TRU55 $ b-bd NAILS OVER PLYWOOD TO TRU55 2x4 PT NAILER TOE NAILED TO FLOOR TRUSS. (SEE PANEL ATTACHMENT DETAIL FOR NAILING) LINTEL BLOCK N/ 1 #5 ROD EXIST. FLOOR SYSTEM (1) L5TA24 OR EQUIV. — W/ (4) TAPGONS 3/16" X 2-1/2" @ 2" O/C MIN. LINTEL— MISSED LINTEL ST /4� D T,41L FOfR PLOOfR TUSS TO LINTEL N.T.5. 2x LINTEL BLS 7/16" 05B 5HEATHING L5TAIb @ TOP 4 BOTTOM OF HEADER JACK (1) PER HEADER JACK AS REQ'D LET -IN 2"x4" CONT. RIBBON BOARD FASTENED W/ 3-12d NAILS FA5TENER5 AT EACH FLOOR J015T PRE-ENGINEERED FLOOR TRU55 w/ METAI6 ® EACH FLOOR TRU55 4 b-bd NAILS OVER PLYWOOD TO TRUSS 2x4 PT NAILER TOE NAILED TO FLOOR TRU55. (5EE PANEL ATTACHMENT DETAIL FOR NAILING) � C` I0AM5 OF Of=:ENING 2nd FLOOR N.T.S. 0 0 0 0 0 0 0 0 0 0 0 0 0 6" 2x4 BLOGKIN6 HORIZONTAL JOINT N/ bd NAILS ® 6" O.G. EACH 51DE OF JOINT 0 0 b" 0 0 0 0 NAIL SPAGIN6 @ 12" D.G. 0 0 0 0 0 0 a a O 0 0 0 0 0 0 0 O 00 51 N6LL NAIL EDGE 5PAG I NCB 2x4 STUD 1/16" O.S.B. SHEATHING JOINT NAILING PER SGHEDULE 2x4 BLOGKIN6 PLACED FLATN15E (2) 160 NAILS EA. END (NOT REQ'D AT HEADERS) HORIZONTAL JOINT DETAIL F,4N L 4TTACHM NT DETAIL N.T.S. I EXIST. FLOOR SYSTEM AND ®_=� FLOOR STRAPPING DRILL 6" INTO EXIST. LINTEL,/ EPDXY 4 DRIVE #5 $ BEND h. VERT., 25" LAP REQ'D. SPLIT FACE OF BLOCK PROP. FILLED CELL LOG- ATION. (TYP.) ALTERNATE LOCATION OF FOOTING DETAIL N/ Y FILLED CHAIR BLOCK-\ V" DRILL 6" INTO EXIST. FT6., EPDXY 4 DRIVE #5 4 BEND \ VERT., 25" LAP REQ'D. NOTES: I. INSERT DOWELS VERTICAL AND STRAIT WHEN NO WALL PRESENT 2. 3/4" HOLE, BLOW OR BRUSH GLEAN 3. SIMPSON ET EPDXY OR ENGINEER APPROVED EQUAL (eq. SIMP50N 5ET-KIT, SET PAG) 5T t"l W,4LL M1,55 D DOWEL DET/41L N.T.5. ..� co C/O W 0 c U U C Wi t' L E--a FOUNDATION FRAMIN6 DETAILS THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M,PA 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, REV. DATE ROOF SHINGLES: (1) MEETS ANSI/ UL -IqO, GLASS A, ASTM D3462, UL qq7/ ASTM D3161 _c IF PRE-GA5T GONG. LINTEL i' W 1 #5 REBAR (SEE LINTEL SGHED.) (2) SEGURED W (4) NAILS EA. �- COMP. SHINGLES OVER 15# FELT (3) MEETS UL R2453 PROGRAM (FELT: ASTM D 228 TYPE 1) I L= ON 1/16" 055 OR GDX SHEATHING 26 6A. 6ALV. FLASHING: (I) 6-q0 6ALV. COATING — — — — (2) MEETS ASTM A52S1 PRE-ENGINEERED TRU55 @ 24" O.G. (3) REGULAR POLYESTER (U MT512 EA. @TOP PLATE � o � w � z W/ (1) META22 @ EA. TRUSS U.N.O. II I' (4) 1.0/ 0.5 MILL. w/ PRIMER U.N.O. (SEE 5-2 SHEETS FOR W z ® Co � w � w cn w w � m (SEE 5-2 SHEETS FOR TRU55 PLANS) SEE ELEV. (5) MIN. THICKNESS 0.018 i IN. IX OR 2X P.T. BUGK5 TYP. (2) MT512 @ TOP PLATE TRUSS PLANS) N z P.o >' Q `� o 0 P1TGH (6) GH,ROMATE TREATMENT I NAILED TO HIP 61RDER5 �� WINDOW OPENING AND HEADER U.N.O. PRE-ENGINEERED TRUSSES a y., Z o WE A o w w 0 ALUM. DRIP BEARING HT, tl PRE -CAST GONG. LINTEL I w/ 1 #5 REBAR (SEE LINTEL SGHED.) (2) SP4 @ TOP OF HEADER �� W H H P. N F z ca w w w SEE ELEVATION I PER () E HEADER JACK A5 REQ D x c7 z / L R-50 INSULATION — — — — -- vixgx0Z l ®H Q ALUM. — o p, o FASCIA I/2" GYP BOARD N w w Z SEE 4e. LINTEL BLOCK W/ 1 #5 ROD II II WWR''WE`',wZ _ 2X4 OR 2X6 SUB ELEVATION FASCIA HEADER HT. w w w ® SEE ELEVATION IX OR 2X P.T. BUGK5 TYP. II I I HEADER (U.N.O.) DOUBLE TOP PLATE � o o VENT. ALUM. PRECAST HEADER W/ 1 #5 ROD DBL. 2x12 #2 S.Y.P. W/ I/2 FLITCH SOFFIT (REFER TO HEADER SGHEDULE) DOOR OPENING 110 C4J WINDOW (SEE FLOOR PLAN -+ FOR 51ZE � LOGATION) II II GONG. BLOCK WALL FILLED w/ (2) #2 S.Y.P. SEE ELEVATION 1 #5 REBAR GONT. FROM FND. HEADER co FOR FIN15H I I I I I) (I TO BOND BEAM Ico ` Co _ 2x4 #2 S.P.F. STUDS @ 16" O.G. MARBLE SILL E- PRECAST SILL — R-4.2 FOIL FULL LENGTH WALL STUDS C) x C) � � � �' L5TA18 ©TOP � BOTTOM � 1 #5 BAR VERTICAL IN 1/2 GYP BOARD OVER OF HEADER JACK (I) PER HEADER JACK A5 REQ'D cN6 GONG. FILLED DELL FROM a 3/4" P.T. FURRING A ICI ORI I II OI I I A I DOOR �J � l� I �! � I � fsP I I � WINDOW FOR M4,50N �/ FRAME I I I"� SLAB TO TIE BEAM TYP. „ 8 G.M.U. @ EAGH DOWN CELL. (SEE FLOOR PLAN FOR I Q r '� BASE TRIM A5 SPEC. N.T.S. NO G0NNEGT0R5 REQ'D 2x4 BOTTOM PLATE W m � � FILLED CELL LOG.) . ON 3/4" T. & 6. DEGKIN6 � c I; 3 I/2" CONCRETE SLAB (MIN. 2500 F'.S.L) W/ NOTE: (THESE REQUIREMENTS APPLY WHEN WINDOW/ DOOR MANUFAGTURERS FASTENING METHOD 15 NOT SPEGIFIEG ® �. #5 DOWEL W/ 12" HOOK ' 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) 0 25" LAP MIN. OVER 6-MIL VAPOR BARRIER i 'i O'-O" FIN. FL. -e4 FINISH GRADE iI ° . ' o ®, — - a®- — m LET -IN 2"x4" GONT. RIBBON BOARD O " ° III=I II I i=i' IX BUCKS FOR WIND0W5 AND D00R5 PT 2X BUCKS FOiz WINDOWS AND D00i�5 FASTENED W/ 3-12d NAILS / ICI III- FASTENERS AT EAGH FLOOR JOIST - (ALTERNATE) IiIII1IIEI 1.) NAIL W/ .IOq DIA OR HEAVIER POWER NAILS ;III �I 1 ) I ' °°o-ff 8 O/G AND 3 MAX. FROM ENDS TYP. WITH I.) INSTALL 3/16" DIAMETER SELF TAPPING GONG. (SEE DETAIL "E - GDI ° I- I I=1 I II I I I III 3/4 MIN. EMBEDMENT INTO BLOCK. ANGH0R5 E16HT (8) INGHE5 MAX. FROM ENDS PRE-ENGINEERED FLOOR TRUSS w/ META16 ®EAGH FLOOR TRUSS a FOR A/G GHASE 5PE65.) i _q AND 24" ON GENTER MAX. WITH I" MIN. EMBED. 5-8d NAILS OVER PLYWOOD TO TRU55 p E GLEAN GOMPAGTED 2.) FOR FASTENING WINDOWS AND DOORS TO SUBSTRATE INTO BLOCK. 16"x20" FOOTER W/ TERMITE TREATED FILL (SEE MANUFACTURERS SPEGIFIGATIONS) � i 2x4 PT NAILER TOE NAILED 2 #5 BAR GONT. L L TO FLOOR TRUSS. (SEE PANEL 2.) FOR FASTENING WINDOWS AND DOORS TO 5UB5TRATE 2x4 BLOCKING @ L5TA18 ATTAGHMENT DETAIL FOR NAILING) (SEE MANUFACTURERS SPEGIFIGA"PIONS) � 8-8d NAILS OVER T Y F I GAL a ItGPIG WA L SECTION P YWOOP TO BL0GKING (USE (2) MIT512 TO ANGHOR LINTEL 13LOGK W/ 1 #5 ROD SGALE: 5/4" = I'-O" TO FLOOR TRU55 61RDER U.N ) 2ri01 FL00 XTIO� FRAMWALL FOR RADIAL FRAMING USE NAILS 12" O.G. MAX 2X P.T. BUCKS TYP. W/ �f/1/16 0.5.8. SHEATHING PRE-GA5T GONG. LINTEL AND OF I � I t �l UNDER HIP � I D S USE 2X4'5 @ 8" O.G. MAX. 5PAGIN6 2X BL0GKIN6 W1 8d NAILS @ 16" O.G. USE (2) 2X'5 IN ABSENGE OF LOAD W1 8d NAILS ON BOTH ENDS G0NNEGTIN6 N.T.S. BEARING WOOD OR GONGRETE HEADER 7/16" O.S.B. SHEATHING — �= x GONG. BLOCK WALL FILLED w/ 1 #5 REBAR GONT. FROM FND. TO BOND BEAM (TYP) >__ P.T. 2X'5 FOR MASONRY 16d NAILS @ 2" O.G. EA. END "fYP. ( I G0NNEGTIN6 2X HEADER TO 2X BUGK5 FOR PERIMETER NAILIN INTO SUB -STRAIGHT G II 6-0" MAX. II 5/4" GDX T�6 DEGKIN6 TRANSITION FROM IX TO 2X P.T, BUGK FOR MASONRY OPENINGS THROUGH SHEATHING WINDOW OPENING USE bd NAILS @ 12" O.G. WINDOW OPENING TRANSITION FROM IX TO 2X P.T. BUGK FOR MASONRY 0PENIN65 ALTERNATE WINDOW HEADER USE (I) MTSM20 W/ 10-d NAILS I� IV,5 I D iI A &ON � OPENING JOIST AND (4) 3/16" X 2-1/2" TAPG0N5 2" O.G. MIN. @ MASON SAD 1A1 T=F 1N FOR UUINr- OW5 N.T.S. FL( y' - N.T.S. checked by: Gp M 155 D 5T AF:' DETAIL FOB date: 1/1/03 NOTE: (FOR MASONRY OPENI N65 USE 2X BUGK5) A L G ON �' FLOOR J O I &T TIE R91CANE [IIENGINEERINflG Sheet 24"x5b" FULL SGALE 5�ale: II"AT HALF SGALE I.) INSTALL 5/16" DIAMETER SELF TAPPING GONG. I � UJ TO A5O ALL (407) 774-9003 FAX: (407) 774-8477 FOUNDATION $ ANCHORS EIGHT (8) INGHE5 MAX. FROM ENDS N.T.S. P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PEA 47819 FRAMIN6 DETAILS AND 24" ON GENTER MAX. WITH I" MIN. EMBED. INTO BLOCK. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED "'®----- THE 120 M•P,H, 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. CD) LINTEL BLOCK N (1) # 5 ROD TA22 LINTEL BLOCK iN/ (1)#5ROD NON -LOAD SEARING Ff RA f ED Of=EN I Nr-:T 5 TW N 1 I,45C l i NT5 PRE-ENGINEERED TRU55ES LOAD SEARING 1=4,4 CONNECTION TO MASON � DETAIL NT5 TOP OF MA50NRY LINTEL BLOCK w/ (1) #5 BAR GONTINUOU5 MASONRY WALL GMU LINTEL BLOCK W/ (1) # 5 ROD 8" GMU :ED FILL GELL L J L�r}.J r;;-I L ;�- J GONTINUOU5 8" GONG. — BLOCK HALL L ; - J r ;; 1 GONG. FILLED GELL5 A/ r ;r 1 L ;i J (1) #5 BAR - 25" LAP MIN. INTO PILA5TER GELD TIED BAGK INTO HALL LINTEL L ii J r r ;� -I it IF r L J LJ L.J L_J r -I r -I -' r ;; -1 a" L J L#J L J u g„ 8"x8" PILA5TER F �- , r- -I 8"Ab" PILASTER rA' rP' .Pi "I n i u 1 n it II 1 r, rr I rr i i, u GONG. FILLED GELL5 w/ (1) #5 BAR - 25" LAP MIN. INTO PILASTER GELL5 $ IED BAGK INTO HALL LINTEL — MA50NRY PILASTER GONG. FILLED GELL5 N (1) #5 BAR VERTIGAL I`-1A5ONRY FIL,45TER TIE TO MA50NRY WALL DETAIL_ N.T.S. ACI4[) FRAMED OFN IN NT5 TA22 GMU THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.RK 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. Co Cif P z 0 z d I <1 IWO 0„ drawn by: _ checked by: Gp date: 311102 Sheet 24"x5b" FULL 5GALE 5601e: II"x1T HALF SCALE FOUNDATION 4 FRAMING DETAIL5 15# FELT 7/1611 O.S.B. 5HEATHIN6 16d NAILS @ 12" O.G. FLA5HIN(5 META16 @ 24 O.G. MAX. REFER TO ELEVATION FOR FIN15H =-ENGINEERED BLE TRUSS DIA. "J" ANCHOR BOLT ,2" O.G. MAX. EMBED 4" MIN. 2"x2"xl/;8" NASHER5 6" P.T. PLATE U.N.O. 8"x8" LINTEL BLOCK TIE BEAM GONG. FILLED w/ 2 #5 DIA. RODS GONT. WIRED 4 1/2" APART N/ 25" MIN. LAP 1-IASONIR)' WALL TO GABLE ENDW,4LL DETAIL 56ALE: N,T.S. (USE 5P65 FOR 2x6 5TL 5P65 FOR 2x8 5TUD5 OF 5P4'5 FOR 2x4 5TU COMPOSITE LINTEL, OR 51TE GAST DOOR TRACK F) PLATE: EAGH DOOR OPENING LG. )OR TRACK NA5HER � NUT D GELL � A [DOOR 1 r—zACK MO [DETAIL N.T.5. 2x4 @ 48" O.G. N/ A34'5 ---� CONNECTED TO TRU55 DRIP ED6E ALUM. FAGIA -_ VENTED SOFFIT -7/16" O.S.B. OR G.D.X. SABLE 5HEATHIN6 W/ 8d RING SHANK NAILS @ 4" O.G. ON EDGES AND 12" O.G. IN FIELD 2x4 MEMBERS @ 24" O.G. NAILED TO TRU55 N/ 16d @ 6" O.G. USE 2x6 MEMBERS WHEN "H" > 8'-O" GABLE END TRU55 16d NAILS @ 12" O.G. META16 ALONG 6ABLE TRU55 @ 24" O,G. MAX. N/ 7-I0d NAILS OR 1/4" x 3" 6ALV. LA& BOLT5 @ 16" O.G. REFER TO ELEVATIONS FOR FINISH "5-2" SHEETS FOR TRU55 PLANS NNO CONNECTOR SCHEDULE 2x4 SYP OR #2 SPF @ 16" O.G. W/ (1) 5P4 EVERY OTHER STUD @ TOP AND BOTTOM TYP. 1%2" DIA. x 8" ANCHOR BOLTS EMBED 6" MIN. hV 2"x2"xl/8" NA5HER5, LOCATED NITHIN 6" OF EACH END AND 24" O.G. MAX. ELSENHERE T. BOTTOM PLATE ��i `lVl IV Imo. VVL I ✓ lJIN. <NEEu ALL EXTERIOR TO MA ON � N.T.S. -7/16" O.S.B. OR G.D.X. ROOF SHEATHING SEE ROOF NAILING SCHEDULE 2x4 BLOCKING @ 48" O.G. MAX FIRST 3 TRU55 BAYS 16° 2x4 DIA60NAL BRACING @ 48" O.G. MAX, TO 3rd. TRUSS (START DIAL, MAX. 2x6 GONT. BRAGIN6 6' FROM END OF TRU55) 2x4 GONT., USE 4-12d NAILS AT CONNECTIONS — TRU55E5 — ­41I �`` @ 24" O.G. (TYPICAL) A �CA "H" I-- . --- 1/2" GYP BOARD - VAULTED TRU55E5 2x4 FIRE BLOCKING @ 24" O.G. (TYPICAL) - - - -NAIL 2-16d EA. 2x4 BLOCK - - _ _ - 3-16d NAILS @ EACH 2x4 KNEE WALL @ 24" O.G. TRU55 PER BRACE (2x4 STUD MATCH VAULT) 2x(o P.T. PLATE GONT. N/ 1/2" ANCHOR BOLTS @ 32" O.G. N/ 4" EMBED U.N.O. N/ 2"x2"xl/8" NA5HERS l 71, fl I LINTEL BLOCK N/ 2 #5 DIA. RODS GONT. G,45LE ENDWALL DETAIL f=CfR VAULTED CE IL INS AT MA,5ON � WALL MBA 5GALE: 3/4" = 1'-0" 2x4 @ 48" O.G. W/ A34'5 - CONNECTED TO TRU55 DRIP EDGE ALUM. FACIA VENTED SOFFIT 7/16" O.S.B. OR C.D.X. GABLE SHEATHING W/ 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" O.C. IN FIELD GABLE END TRUSS 16d NAILS @ 12" O.C. L5TA18'S ALONG 6ABLE TRU55 @ 24" O.G. MAX. N/ 10-I0d NAILS REFER TO ELEVATIONS FOR FINISH — 1/16" 05B SHEATHING X 6ABLE END TRU55 REINFORGIN6 2x'5 NAILED TO VERTICAL WEB w/ ibd NAILS @ 6" O.G. EX15TINO VERTICAL TRUSS NEB5 SECTION A -A N.T.5. _7/16" 0.5.B. OR G.D.X. ROOF 5HEATHIN6 SEE ROOF NAILING SCHEDULE 2x4 BLOGKIN6 @ 48" O.G. MAX FIRST 3 TRU55 BAYS I6" 2x4 DIAGONAL BRAGIN6 @ 48" O.G. - MAX. TO 3rd. TRU55 (START DIA6. MAX. 2x6 GONT. OR BRAGIN6 (q' FROM END OF TRU55) 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS —� ---- -- — -- i > < i TRUSSES @ 24" O.G. (TYPICAL) i (I) H6410 @ 48" O.G. ON TOP 91 PLATE BEHIND GABLE TRUSS 3-16d NAILS @EACH DOUBLE 2N4" TOP PLATE TRUSS PER BRACE 1/2" 6YP BOARD JOINT IN PLY'NOOD TO BE AT LEAST 1'-0" BELOW OR ABOVE ENDNALL PLATE. USE 2"x4" BLOCKING FLAT WAYS AT JOINT. 2N4" 5TUD5 @ 16' O.G. 1/2" DRYWALL DETAIL AT FRAME WALL 56ALE: 3/4" = 1'-0" (1) 5P4 EVERY OTHER STUD W/ 10-I0d NAILS TOP BOTTOM @ WALL STUDS 4 HEADER -7 (1) 5P, OTHEF L5TA]8 @ /- BOTTOM OF HEADER ,/— SEE "5-2" SHEETS FOR TRUSS PLANS AND CONNECTOR SCHEDULE -, - HEADER —t (2) 2A2 N/ 1/2"' COX FLITCH HEADER STUDS USE 5P6'5 FOR 2x6 STUDS 5P8'5 FOR 2x8 5TUD5 IN LIEU OF 5P4's FOR 2x4 STUDS) FULL LENGTH WALL STUD5 @ 16" O.G. WALL STUDS NO CONNECTORS REQ'D I @ BOTTOM OF EVERY O STUD HEADER 5TUD5 i COMPOSITE LINTEL, PRECAST LI OR SITE GAST CONCRETE - DOUBLE TOP PLATE 1/16" OSB OR GDX PLYWOOD EXTERIOR SHEATHING NAILED N/ IOd GALV. @ 3" O.G. E06E5 AND 12" O.G. FIELD 2x4 @ 48" O.G. N/ A34'5 — - CONNECTED TO TRU55 DRIP EDGE —t ALUM. FACIA VENTED SOFFIT 7/16" O.S.B. OR C.D.X. GABLE SHEATHING W/ 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" O.C. IN FIELD 2x4 MEMBERS @ 16" O.C. NAILED TO TRUSS W/ 16d @ 6" O.C. USE 2x6 MEMBERS WHEN "H" > 8'-0" GABLE END TRUSS 16d NAILS @ 12" O.C. META16 ALONG GABLE TRUSS @ 24 O.C. MAX. W/ 7-10d NAILS OR 1/4" x 3" GALV. LAG BOLTS @ 16" O.C. REFER TO ELEVATIONS FOR FINISH 2x4 @ 48" O.C. W/ A34'5 - CONNEGTED TO TRUSS DRIP EDGE ALUMI. FACIA VENTED SOFFIT 7/16" O.S.B. OR C.D.X. GABLE SHEATHING W/ 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" O.C. IN FIELD GABLE END TRUSS — 16d NAILS @ 12" O.C. — L5TA18's ALON6 6ABLE TRU55 @ 24" O.G. MAX. IAV 10-I0dI NAILS — REFER TO ELEVATIONS FOR FINISH — POCKET INTO 2X4 WALL OR (1) PG GAPS @ BEAM TO P05T - P.T. POST (SEE FLOOR PLAN FOR SIZE, LOCATION � FINISH) 16" MAX. 2x6 GONT. OR 2x4 GONT. t I � � I \. A IA I � s I r i N 7/16" 0.5.13. OR G.D.X. ROOF SHEATHING SEE ROOF NAILING SCHEDULE 2x4 BLOGKIN6 @ 48" O.C. MAX FIRST 3 TRU55 BAYS 2x4 DIAGONAL BRAGIN6 @ 48" O.G. MAX. TO 3rd. TRU55 (START DIA6. BRAGIN6 6FROM END OF TRUSS) USE 4-12d NAILS AT CONNECTIONS i i ri TRUSSES "H11 \ (TYPICAL) 2x6 P.T. PLATE GONT. 3-16d NAILS @ EACH N/ 1/2" ANCHOR BOLTS TRU55 PER BRACE @ 32" O.G. N/ 4" EMBED W/ 2"x2"xl/8" WASHERS 1/2" GYP BOARD LINTEL BLOCK N/ 2 #5 DIA. RODS GONT. GABLE EN[DWALL DETAIL AT MA&ONFRY WALL 5GALE: 5/4" 7/16" 0.5.8. OR G.D.X. ROOF SHEATHING SEE ROOF NAILING SCHEDULE 2x4 BLOGKINS @ 46" O.G. MAX FIRST 3 TRU55 BAYS 2x4 DIAGONAL BRAGIN6 @ 48" O.G. 16" MAX. TO 3rd. TRU55 (START DIA6. MAX. 2x6 GONT. OR BRAGIN6 6' FROM END OF TRU55) 2x4 GONT. USE 4-12d NAILS AT CONNECTION5 TRU55E5 @ 24" O.G. (TYPIGAL) —�— -------1. ------ a (1) H6A10 @ 48" O.G. ON TOP PLATE BEHIND GABLE TRUSS 3-16d NAILS @ EACH DOUBLE 2"x4" TOP PLATE TRU55 PER BRACE 1/2" 6YP BOARD DBL. 2x12 BEAM w/ 1/2" FLITCH PLATE GAE3LE ENIDWALL [DETAIL W/ FRAMED 5GALE: 5/4" I 2x4 P.T. WALL STUD N/ (3) 1/2" DIA. ANCHOR BOLTS TO BLOCK I I W I � I-- - - --Q - - ---� I � I 2x #2 5PF (2" LAR6ER THAN RAFTERS) 1/2" DIA. x 8" ANCHOR BOLT - - - � w/ (5) I6d FOR 2X6, (4) Ibd FOR 2X8, — OR EXPAN51ON ANCHOR w/ {� - �y (5) !6d FOR 2X10, ((g)f6d FOR 2X12 2"x2"xl/8" NA5HER5 LOCATED NITHIN 6" OF EACH CORNER 1 52" O.G. MAX. ELSE WHERE 2x #2 SYP RAFTER w/ SIMPSON A34 @ RIDGE BOARD a PLATE 2X RIDGE (2" LAR6ER THAN RAFTERS) L 2x4 P.T. BOTTOM PLATE EXTERIOR F—A D WALL 4 OPENING N.T.5. VALLEY FRAMINGi DET,4IL N.T.5. �+E-4 p QF Wza�WwE.,co co tQ E, z E" ©Q�Dz E. pxuo� z � 0 0 wwa 0z �� mnx�m w 0 z � � � a � H I I � C) dravin by: _ checked by: Gp date: 3/I/0 Sheet 24" 06" FULL 5GALE Scale: II"AT HALE 5GALE ROOF & FRAMIN6 DETAILS THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H, 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, R 1 5 2093 v 5P4 W/ 10-lOd NAILS @ EVERY OTHER — WALL STUD % (1) MT512 @ EACH ROOF TRU55 TO TOP PLATE, USE 14-I0d NAILS (UNLESS NOTED OTHERWI5E) 1/2" DIA. x S" ANCHOR BOLT OR EXPAN51ON ANCHOR W/ - 2"x2"xl/&" WASHER5 LOCATED WITHIN 6" OF EACH CORNER 52" O.C. MAX. U.N.O. - PRE-ENGINEERED ROOF TRU55 PRE-ENGINEERED FLOOR J015T 5EE "5-2" SHEETS FOR TRUSS PL.AN5 5EE "S-2" SHEETS FOR TRU55 PLANS WALL STUDS @ 16" O.G. DOUBLE TOP PLATE (1) H5 @ EAGH FLOOR JOl5T TO TOP PLATE, U5E 8-8d NAIL5 (UNLESS NOTED OTHERWI5E) 5P4 @ BOTTOM OF �--- 2x4 P.T. BOTTOM PLATE GOMP051TE LINTEL, PRECAST LINTEL, EVERY OTHER OR 51TE CAST CONCRETE WALL 5T0 INTEfRlofR LO,4[:)- R ING F-AME. WALL IDTAIL N.T.S. (1) L5TA30 W/ 22-10d NAILS @ EVERY OTHER WALL STUD 1/2" DIA. x b" ANCHOR BOL1 OR EXPAN51ON ANCHOR W/ 2"x2"xl/8" WA5HER5 LOGATi WITHIN 6" OF EACH CORNER $ 52" O.G. MAX. U.N.O. GOMP051TE LINTEI OR 51TE GAS e ••• �, , .... ♦ . •r .♦ TOP PLATE 2x4 BOTTOM PLATE PLATE SABLE END TRU55 16d COMMON 6UN NAIL5 5 FILLED EA. 511) OPENK (SEE FL 1/2" EXP. ANCHOR x b" LONG (2) 2x6 PT TOP PLATE 12" EXTENDED BEYOND OPENING. (6 FT MAX. OPENING) i G45L NI) T LI 5 HALD�)TA I L IN LIEU OF ASON T" LINTEL NT5 2x4 BLOGKIN6 @ 46" O.G. MAX CONTINUOUS TO END OF GABLE USE 4-12d NAILS AT CONNECTIONS 2x6 OR 2x8 5TUD5 @ 24" O.G. FRAMED UP TO ROOF DEGK W/ (1) 5P6 OR 5P8 ON EVERY OTHER STUD @ TOP AND BOTTOM 1/16" O.5.B. OR G.D.X. 5HEATHIN6 W/ 8d RING 5HANK NAIL5 @ 4" O.G. — ON ED&E5 AND 12" O.G. IN FIELD REFER TO ELEVATIONS FOR FIN15H EXTERIOR 1/2" P.T. PLYW OVER 2x P.T. F1 W/ 8d NAIL5 @ 6 o EACH SIDE OF JOINT (12" O.G. TYP.) 1/16" 0.5.8. OR G.D.X. ROOF 5HEATHING 2x4 BLOGKIN6 @ 48" O.G. MAX FIRST 2 TRU55 BAYS USE 4-12d NAILS AT CONNECTIONS TRUSSES @ 24" O.G. (TYPICAL) - 1/2" 6YP BOARD VAULTED TRU55E5 - 2x4 FIRE BLOGKING ®24" O.G. (TYPICAL) NAIL 2-16d EA. 2x4 BLOCK FOR 2x6 WALL5 USE - 2x4 5TUD5 @ 24" O.G. (MATCH VAULT) - 2x6 OR 2x8 P.T. PLATE GONT. W/ 1/2" ANCHOR BOLTS @ 52" O.G. Wl 4" EMBED U.N.O. W/ 2"x2"Alb" WASHERS - LINTEL BLOCK W/ 2 #5 DIA. R095 CONT. INTERIOR XT lOfR 5ALLOON FfRAMIN ON �TTOM PLATE i J ASON "� WALLS TW N T U53 " 50ALE- 5/4" = 1'-0" (1) MT516 OR EGtUIV. W/ (4) TAPGON5 31I6" X 2-1/2" @ 2" 0/6 MIN. LINTEL I"I I,55 D LINTEL T AB' DETAIL FOR ROOD TRUSS TO LINTEL N.T.5. PRE -MANUFACTURED GHIMNIEY GAP PRE-EN61NEERED ROOF TRU55 (VERTICAL). 2x P.T. FRAMING 4GHORED TO G.M J- x L 5/16" x 3" TAPGQ. z © 4" O.G. MAX. 21 ZONTAL) zx r'.T. FRAMING @ 12 O.G. W/ 12d NAILS TEf EP°,✓E NTlTIOUS INN.J fPN 11-411 1/2" P.T.P"<YW7Q'D� 1 OVER 2x P.T` FR MINC`' FRAMING - 8" MIN. ABOVE FINISHED GRADE ANT 1LV IR F,) COLUMN LDTA I L N.T.5. (1) 5PI E\/ERY OTHER 5TUD TOP OF CHIMNEY 5HALL SE: A MINIMUM OF 2'-0" ABOVE A POINT WIITHIN 10'-0" OF THE NEARE5T ROOF 2X4 #2 5YP ® 16" O/G GALV. FLASHING II i/4" DIA. FLUE W/ -- 2" MIN. CLEARANCE BETWEEN FLUE AND FRAME GALVANIZED FLASHING PER MANUFAGTURER'5 5PE025 7/f6" 0.5B. OR G.D.X. GABLE 5HEATHING W/ 5d RING SHANK NAIL5 o 4" O.G. ON EDGE-5 AND 12" O.G. IN FIELD 2X4 FRAMED CRICKET W/ (4) IFid COMMON5 NAILED a EACH END (2) 16d GOMMONS END NAILED TO VERTICAL 2X4'5 2X4 #2 5YP. BLOCKING NAIL A5 SHOWN W/ IOd NAIL5 FIRE I=LACE HIMN �' DETAIL N.T.5. ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE # 47819 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M,PR 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITIDN, H E.E- 0 p4 w�®cQtqwm� (n wc'w o w Co Nz �10wE-+Z C1V���'p a< � AxUp�5am G., gm aNa W�E-z wWc�www wmwat�oz c 0E-' o �® C� C�7 C3a GQ n r': 0 N, �` tv Q 0 ® co = W M &-4 E-+ n ®® 0 E" )­4I�l� E_ 1� 1 6� drawn by: _ checked by: 0p date: 3/1/02 Sheet 24"06" FULL SGALE SGale,: 11"xIT HALE SCALE ROOF 4 FRAMIN6 DETAIL5 Tu" A 22903 k I m 4 u A a �a MI - mmolimm HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS AND SILLS A DIVISION OF FLORIDA ENGINEERED CONSTRUCTION PRODUCTS CORPORATION P.O. Box 24567 Torn a, Florida 33623 Phone: 813-621-4641 8" PRECAST & PRESTRESSED U-LINTELS <^IT-<4q4rN GRAVITY A 0 MARK No. TYPE LENGTI� 8U8 8F8—OB 8F12-0B 8F16-0B 8F20-0B8F24—OB8F28—OB F32—OB 8F8-1B 8F12-113 8F16-1B BF20-1B 8F24-113 8F28-1B BF32-1B L-1 2'-10"(34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 L-2 3'-6" (42") PRECAST 2302 3138 3377 4689 6&01 1 7315 8630 9947 3166 4473 6039 7526 9004 _ 10472 11936 L-3 4'-0" C48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 L-4 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 L-5 5'-4" C64") PRECAST 1184 1223 1301 1809 23Il7 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 L-6 5'-10" (70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 L-7 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 L-8 7'-6" C90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 L-10 9'-4" (112")PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 1 4030 3127 L-11 10'-6"C126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 20@1 2774 3130 2404 L-12 11'-4"(136") PRECAST 445 598 935 1365 185.4 2355 1793 2075 598 935 1365 185'4 2441 3155 4044 12'-0"(144") PRECAST 414 545 864 1254 168'9 , 2074 1 1570 1818 555 864 1254 1693 2211 2832 3590 L-14 13'-4"C160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1430 1855 2343 2920 L-15 14'-0"C168") PRECAST 338 381 648 919 119(0 1462 1087 1260 455 700 1003 1335 1714 2153 2666 L-16 14'-8" <176") PRESTRESSED N,R, NR NR NR NR NR NR NR465 765 1370 2045 2610 3185 3765 L-17 15'-4" (184") PRESTRESSED N.R, NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890_ 3410 L-18 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 L-19 19 —4 (232 )PRESTRESSED N, R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 L-21 21'-4" (256")PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0"(264")PRESTRESSED N.R, NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 L-22 24'-0" (288")PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 NR = NOT RATED TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T N❑MINAL WIDTH QUANTITY OF #5 ___ N❑MINAL HEIGHT I REBAR AT TOP #5 REBAR AT TOP MIN, (1) REQ'D °' 1-1124 CLEAR H q. . F-- W C.M.U. C Q H u n4'�• I� 1 0 ° GROUT Ln o #5 REBAR AT BOTTOM ® ® OF LINTEL CAVITY BOTTOM REINF❑RCING 7-5/8-ACTUAL PR❑VIDED IN LINTEL (VARIES) 8" N❑MINAL WIDTH (DOORS) 8" RECESS PRECAST U—LINTEL.S GRAVITY A C ("j,4W NO, ^--„�,� TYPE LENGTH '`` 8RU6 8RF6-0B 8RF10-0B 8RF14—OD 8RF18—OB 8RF22—OB 8RF26—OB 8RF30—OB 8RF6-1B BRF10-1B 8RF14-113 8RF18-1B 8RF22-1B 8RF26—IB 8RF30-1B M-3 4'-4" C52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 M-4 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 M-5 5'-8" C68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 M-6 5'-10" (70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 M-7 6'-8" C80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 M-8 7`-6" C90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 M - 9 9'-8" (116")PRECAST 371 420 834 1253 1071 1342 1614 1886 535 928 1497 2179 2618 3595 2875 lomda ,_ jo' w;a KVKKICANE ENGINEERING (401) T14-WO3 FAX: (4O1)114-5411 P.O. BOX Vol(,13 ALTAMONTE 5F1RINGS, FL 32116 THOMAS J. AK>ER50N PE° 4151Z THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.RH, 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, >� H;� 0 � � C) O 4 �H z K drawn by: - checked by: C date: 3/1/02 Scale: NONE LINTEL 5HENLE 1 Emma 4-- tjANFC)Ro BUILDING DEPT. PLAN F AND CONDITIONALLY I^•,SUEJ SHALL BE -CO WITH 4r'ON=-' :—i-rY TU VIOLATE, 'TFIF ANY OF THE CA' Nc)R SHALL F3UILDING6 PE' . j i"l 'I rlor EPROR�:'