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HomeMy WebLinkAbout2381 Narcissus Ave (A) 12-554r ID ZZ-I�i•'an SAf�•c�x� V187 <7 c. .. BUILDING INFORMATION: SINGLE FAMILY RESIDENTIAL DWELLING: TYPE OF CONSTRUCTION: VI, UNPROTECTED BUILDING DATA: ONE (1) STORY HEIGHT OF BUILDING: 23'-5" A.F.F. • STRUCTURAL NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS FOR SLAB AND FOOTINGS. PROVIDE 3000 P.S.I. AT 28 DAYS FOR TIE BEAMS AND CONCRETE FILLED BLOCK CELLS. 2. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A617 OR A706. U.N.O. 3. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C30 OR C145 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270. 5. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS IN ACCORDANCE W/ ASTM C1019 OR ASTM C476. 6. ALL SOIL SUPPORTING FOUNDATIONS AND PILINGS SHALL BE PREPARED AND INSTALLED AS PER SOIL DENSITY TESTS AND BEARING CAPACITY SHALL BE VERIFIED TO PROVIDE 2500 PSF PRIOR TO POURING FOUNDATIONS OR DRIVING PILES. 7. FILL FOR FLOOR SLABS SHALL BE PLACED IN 12" LAYERS AND ROLLED AND/OR COMPACTED TO MINIMUM FIELD DENSITY OF 95% AS MEASURED BY THE "MODIFIED PROCTOR TEST PER AASHTO T-180". ALL FILL SHALL BE CLEAN AND FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. 8. ALL MASONRY OPENINGS HAVE PRECAST HEADERS UNLESS NOTED OTHERWISE. 9. REINFORCEMENT BAR LAP AT SPLICES #5 BAR - 25" MIN. OTHER. #3 TIES - 15" MIN. W.W.F. -15" MIN. 10. WINDOW & DOOR BUCK ATTACHMENTS ARE DESIGNED TO 120 mph 3 SECOND GUSTS, 11. ALL INTERIOR BEARINGS WALLS TO BE #2 KD S.Y.P. OR #2 S.P.F. U.N.O. 12. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAVING A FIBER STRESS IN ACCORDANCE WITH o co NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 13. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWING ARE INTENDED TO BE TYPICAL, AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 14. ASPHALT SHINGLES SHALL HAVE SELF -SEAL STRIPS AND CONFORM TO ASTM D225 OR D3462. FASTEN WITH GALVANIZED ROOFING NAILS 11" LONG WITH MINIMUM FOUR (4) FASTENERS PER STRIP SHINGLE, ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM D3161 OR M -DC RA 107-96 FOR THE APPLICABLE WIND ZONE. 15. SHINGLE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE 1 MECHANICAL 1. DRYER VENT SHALL NOT EXCEED 25'-0" 2. ALL AIR RETURNS MUST HAVE FIRE STATS. PLUMBING 3, SHOWER FIXTURES SHALL CONTAIN TEMPERATURE CONTROL VALVES. 4. ALL HOSE BIBS SHALL HAVE BACKFLOW DEVICES. 5. MAIN PLUMBING VENT SHALL BE 3"- MINIMUM. DRAWING INDEX: COVER SHEET C-1 FOUNDATION PLAN A-1 FLOOR PLAN A-2 ELEVATION A-3 TRUSS LAYOUT A-4 MECHANICAL & ELECTRICAL ME -1 DETAIL D-1 AREA TABULATION: LIVING AREA - 1120 SQ. FT. ENTRY - 336 SQ. FT. TOTAL UNDER ROOF - 1456 SQ. FT. CONSTRUCTION DRAWINGS WAT NAVARAM'S RESIDENCE 2381 NARCISSUS AVE, SANFORD FL 32771 THIS PLAN IS FOR LOCATION OF NEW BUILDING PURPOSE ONLY NEW RESIDENCE 52' 900 GALS SEPTIC TAI 13.5'X25' DRAINFIEL SITE PLAN SCALE: 1"=40' EXISTING GRAVEL DRIVEWAY LEGAL DESCRIPTION LOT18, 9LESS THE EAST 115 FEET OF THE WEST 159 OF THE NORTH 189'), AND LOT 19, (LESS THE NORTH 196' OF THE WEST 233') , THE FLORIDA LAND AND COLONIZATION COMPANY'S CELERY PLANTATION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 129, PUBLIC RECORD OF SEMINOLE COUNTY, FLORIDA oa Q � 0 z(5 F- c� Oz z� J 0 ow J J U 0 Zcn oz zc a' •.N(1STING,6QVCEeTE;0P4VtWA'f.• 13.01' 16.09' EXISTING 3.er 4 STRUCTURE LO m a 26.21' Aid THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE 2007 EDITION FLORIDA BUILDING CODE, BUILDING AND RESIDENTIAL WITH 2009 FLORIDA BUILDING CODE SUPPLEMENTS. H I MD ENTERPRISES INC DESIGN & CONSTRUCTION 1280 PRINCE CT. LAKE MARY, FL 32746 (407) 383-6163 CGC 058578 .5 W U z� w cn o W w Q M U)_j U) LL 0 Z OU_ a �z MQ N U)�a s�iaa �s a CONSTRUCTION DOCUMENTS COVER SHEET Sheet Title DATE: 10/19/2011 DRAWN BY: DVH REVISED: REVISED: REVISED: REVISED: REVISED: REVISED: REVISED: Sheet No. C - 1 Consultants KL. ENCzINEERINCx INC. 662 YOUNGS TOWN PKWY #204 ALTAMONT SPRING, FLORIDA 32714 PHONE: 407-361-8017 FAX: (407) 610-5695 KHANH Q. LE P.E. FLORIDA LICENSE No 70935 Seal/Signature � 011111/10/ Nt3 0935 * = STATE OF ; 12,^27-1I 8"x16" CONC. BLOCK TYPICAL #5 BAR MIN LAP 25" IN FILLED CELL (see floor plan) 8" MIN ASSUMED GRADE z N 8"x16" CONC. BLOCK • �.• . STEMWALL `' '• 0-6 20"x12" FOOTINGS WITH 2#5 REBAR CONT. MIN. 25" LAP STEMWALL TYPICAL FOOTING DETAIL 1 Al 0 05 CONT. TYP. II" —F III -11- I #3 TIE BAR EllM 1I- 24" O.c 11=III-1 —EEI I I- IEl 111=1 4" CONC, I 11=111- SLAB = _ .111—III" I I—III=1 III—I 11= II -1 EE'l 1 11=11 T 8-_ I EI I El CAST IN PLACE �—III dIElI1--1 I Itt— I--1 I F- CONC, STEPS -1 I El I Ed 11=1 I M I Il i 1—'1 MIN. 2° CONE. CY>=RA�>= .11—III—III—III—. 'I—I o 0 1=111- ON REBARS A l l-1 11=1 11=1 I El I I=_I I. II1—III_III—III—I _ —_- a. I El I El 11-1 I I—II1-1 I I- I I 1-1 I I—I 11-1 111-111=111=1 I 1=111=111-1I=III=III- I-111-11.1-1 I I—I I IM I El I I-1 I M —I 11=1 11=1 I M I I—I I I--1 l El l El 11- CAST IN PLACE IOPTIONALY',I l 1. ,llI E 11111=111, ,111, ; ,111, ; ,111„11 CONCR. STEPS OPTIONAL 2 EXT1=-R 10f STA IRS A 1 N.T.5. WINDOW PRESSURE DESIGN REQUIREMENTS ALL SIZE & CONFIGURATIONS: POSITIVE PRESSURE OF 25.9 p.s.f NEGATIVE PRESSURE OF 34.7 p.s.f. DOOR PRESSURE DESIGN REQUIREMENTS SLIDING GLASS DOORS: ALL SIZES A. POSITIVE PRESSURE OF 26.9 p.s.f B. NEGATIVE PRESSURE OF 34.7 p.s.f. ENTRY DOORS: ALL SIZES & CONFIGURATIONS: A. POSITIVE PRESSURE OF 25.4 p.s.f B. NEGATIVE PRESSURE OF 33.8 p.s.f. GARAGE DOORS: ALL SIZES & CONFIGURATIONS: A. POSITIVE PRESSURE OF 25.4 p.s.f B. NEGATIVE PRESSURE OF 33.8 p.s.f. 4" GONG, SLAB W/ h MIL VAPOR BARRIER I El I I III . CHAIR BLOCK _ UJ/ 05 CONT. I�—ISI' —III= I�IIII. 8" CMU BLOCK IUALL IIII CLEAN COMPACTED FILL 9599 STANDARD DENSITY SEE FOUNDATION PLAN FOUNDATION NOTES NOTE: PLUMBER TO VERIFY LAYOUT & DWV SIZES BERFORE CONSTRUCTION BEGINS ■ INDICATES FILLED CELL W/ 3000 PSI CONC. 6' MAX HORIZ SPACING FROM FTR. TO BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. FTG. DOWELS 25" EMBEDIMENT W/ 25" EXT. ABOVE SLAB SEE MAIN FLOOR PLAN FOR HOSE BIB OA/C COMP PAD 4" THICK CONC. SLAB W/ 8"X8" THICKEN EDGE OEXTEND EDGE OF SLAB 1 1/2" FOR DOOR OPENING OPROVIDE ELECTRICAL & PLUMBING SERVICE THRU SLAB @ ISLAND, FOR LOCATION REFER TO FLOOR PLAN O PROVIDE CHASE FOR HVAC UNIT OPITCH SLAB FOR DRAINAGE FOUNDATION NOTES 1. ALL CONCRETE SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 2500 PSI @ 28 DAYS 2. SLABS SHALL BE REINFORCED WITH FIBER MESH OR 6x6 WIRE MESH OVER A 6 mil. VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL 3. CONCRETE FOOTINGS SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 2500 PSI @ 28 DAYS 4. REINFORCE FOOTINGS AND WALLS WITH #5 REBAR AS INDICATED ALL BARS SHALL BE DEFORMED, AND CONFORM TO GRADE 40 ASTM DESIGNATION A305, AND BE CLEAN AND FREE FROM RUST AND SCALE 5. SPLICES MUST OVERLAP AT LEAST 25" 6. ASSUMED 2000 PSF SOIL DENSITY 7. "NO WOOD GRADE STAKES PERMITTED" TOTE HESE REQUIREMENTS APPLY WWF -N IINDOW/ DOOR MANUFACTURERS FASTENING 1ETNOD 18 NOT 8PECIFIED IT IX 6UCK8 FOR WINDOWS AND DOORS 1.) SEE MANUFACTURERS INSTALLATION INSTRUCTIONS. 2J ALL WINDOW SHIMS MUST BE FULL WIDTH OF SASH. 'T 2X 6UCK8 FOR WINDOWS AND DOORS I.) INSTALL 3/16" DIAMETER SELF TAPPING GONG. ANCHORS EIGHT (8) INCHES MAX. FROM ENDS AND 24" ON CENTER MAX. WITH 1-V4" MIN. EMBED. INTO BLOCK. FASTEN WINDOW/ DOOR TO PT BUCKS PER MANUFACTURERS INSTALLATION INSTRUCTIONS. 2J ALL WINDOW SHIMS MAST BE FULL WIDTH OF SASH. TYPICAL BLOCK OPENING DETAIL (FOR PT 6UCK FASTENING AND 35 PSF RATING 28'-0" 20, CONC. PAD FOR AC 42"X42"X4" T-5" T-5" T-5 1/2" 6-6" io 5'-6" ---- ------ ---- ------ ---------------------------------------- 1" PVC CHASE i Al FOR AC 1 1 1 1 L — J 1 1 N ' ' ELEV. 00 1 1 co 1 1 ' 4" - 2500 PSI CONC. SLAB W/ 6X6 10/10 WWM Jim OVER 6 MIL VISQUEEN VAPOR BARRIER ' OVER CLEAN COMPACTED SAND FILL OVER UNDISTURBED EARTH STRIPPED OF ' `� ' VEGETATION AND TREATED AGAINST TERMITES 1 1 1 1 p 1 1 ' 1 1 O lV , , - �'' 20"X12" CONC. FOOTING i W/ 2#5 CONT. (TYP) 1 1 , , 1 1 1 p CN M 1 1 to 1 1 1 C'7 1 1 1 1 1 1 1 ----- --- - ------ -- -------------------------- 1 ' ---�r3n - ------ 5.2,E------ --- w -g,------- --- _ ----^6�3,--- 0 1 1 1 1 ELEV. -4" "oaT" 1 1 _ 1 1 6_5" 6-5" - 6-5" 6-6" 5,4„ 1 ' -------------------- --------------- --------------- ------------• ' 1 ' •--------------------------------------. --- --------- -------------------------- STEPS ------------- .---------STEPS 2 Al FOUNDATION PLAN SCALE: 1/4" = 1' ENTERPRISES INC DESIGN & CONSTRUCTION 1280 PRINCE CT. LAKE MARY, FL 32746 (407) 383-6163 CGC 058578 W V Z W a w W Q04 � U)LL Z� Q oo Z N4 U) CONSTRUCTION DOCUMENTS FOUNDATION PLAN Sheet Title DATE: 11/5/2011 DRAWN BY: DVH REVISED: REVISED: _ REVISED: REVISED: REVISED: REVISED: REVISED: Sheet No. A - 1 Consultants KL ENGINEERING INC. 662 YOUNGS TOWN PKWY #204 ALTAMONT SPRING, FLORIDA 32714 PHONE: 407-361-8017 FAX: (407) 610-5695 KHANH Q. LE P.E. FLORIDA LICENSE No 70935 Seal/Signature Q 0 C '" 70935 1 OF ar LOP R�O�;�U�\�.��, 28'-0„ SIMPSON MBHA 3.56/11.25 BEAM TO CMU I I I II I II I (2) 1-3/4"X11-1/4" LVL III I III I III I III I II I III I III III I � 1 FLOOR PLAN SCALE: 1/4" = 1' FOR MORE DETAIL OF FLOOR PLAN PLEASE SEE D-1 DETAIL PLAN SIMPSON MBHA 3.56/11.25 BEAM TO CMU (2) 1-3/4"X11-1/4" LVL 3-1/2"X 3-1/2 PSL POST (TYP) W/ ABU 44 AT BOTTOM & (2) MTS12 AT TOP (TYP) 1# E.P.S , COAT W/ FUTURA HARD COAT EPOSY PRIMER, POLYMETRIC FINE SAND FINISH ,12" WIDE DIA, FLUTED COLUMN. WITH SQUARE BASE AND TOP CAP TYP. 12"X12" X 44" CMU BLOCK w/ 2#5 POUR SOLID CONC 1/2" CDX PLYWOOD 2X4 BLOCKING FELP PAPER, WIRE MESH 5/8" STUCCO ON BOTH SIDE 1 ,02 ARCH DETAIL NTS HMD ENTERPRISES INC DESIGN & CONSTRUCTION 1280 PRINCE CT. LAKE MARY, FL 32746 (407) 383-6163 CGC 058578 W Z W D w > W Q� M U) J U) LL Q� Z 0 LL Q 00 Z N U)Q z CONSTRUCTION DOCUMENTS FLOOR PLAN Sheet Title DATE: 11/6/2011 DRAWN BY: DVH REVISED: REVISED: REVISED: REVISED REVISED: REVISED: REVISED: Sheet No. A-2 Consultants KL ENCsINEERINGv INC. 662 YOUNGS TOWN PKWY #204 ALTAMONT SPRING, FLORIDA 32714 PHONE: 407-361-8017 FAX: (407) 610-5695 KHANH Q. LE P.E. FLORIDA LICENSE No 70935 Seal/Signature No 70935 ATE OF W i ONA1- I � 1ltii0 a X 0 0 Q SIMPSON MBHA 3.56/11.25 BEAM TO CMU I I I II I II I (2) 1-3/4"X11-1/4" LVL III I III I III I III I II I III I III III I � 1 FLOOR PLAN SCALE: 1/4" = 1' FOR MORE DETAIL OF FLOOR PLAN PLEASE SEE D-1 DETAIL PLAN SIMPSON MBHA 3.56/11.25 BEAM TO CMU (2) 1-3/4"X11-1/4" LVL 3-1/2"X 3-1/2 PSL POST (TYP) W/ ABU 44 AT BOTTOM & (2) MTS12 AT TOP (TYP) 1# E.P.S , COAT W/ FUTURA HARD COAT EPOSY PRIMER, POLYMETRIC FINE SAND FINISH ,12" WIDE DIA, FLUTED COLUMN. WITH SQUARE BASE AND TOP CAP TYP. 12"X12" X 44" CMU BLOCK w/ 2#5 POUR SOLID CONC 1/2" CDX PLYWOOD 2X4 BLOCKING FELP PAPER, WIRE MESH 5/8" STUCCO ON BOTH SIDE 1 ,02 ARCH DETAIL NTS HMD ENTERPRISES INC DESIGN & CONSTRUCTION 1280 PRINCE CT. LAKE MARY, FL 32746 (407) 383-6163 CGC 058578 W Z W D w > W Q� M U) J U) LL Q� Z 0 LL Q 00 Z N U)Q z CONSTRUCTION DOCUMENTS FLOOR PLAN Sheet Title DATE: 11/6/2011 DRAWN BY: DVH REVISED: REVISED: REVISED: REVISED REVISED: REVISED: REVISED: Sheet No. A-2 Consultants KL ENCsINEERINGv INC. 662 YOUNGS TOWN PKWY #204 ALTAMONT SPRING, FLORIDA 32714 PHONE: 407-361-8017 FAX: (407) 610-5695 KHANH Q. LE P.E. FLORIDA LICENSE No 70935 Seal/Signature No 70935 ATE OF W i ONA1- I � 1ltii0 RIDGE VENT REAR ELEVATION ( WEST ELEV.) SCALE: 1/4" =1' TOP OF BLOCKS 12'-00" RIDGE VENT 12 �9 FIBERGLASS SHINGLE STUCCO 5/8" THICIt_--- STUCCO LH D e- Dq D e D e D p D A- t' . e- D e D p D e D e D e D e D e D q- D. q- D q- D q- D e D n D e D. e D e D p D p D p A' a a' 4 a' a' a' a' a' a' 4 •a � a 4 •a 4 •a 4 a � a 4 •a i 4 a 4 �a � a 4 •a 4 •a 4 •a 4 a 4 a 4 a 0 a 4 •a 4 •a a •a 4 •a 4 •a � •a 4 •a 4 •a 4 a 4 •a O ° O ° O O • e a e p e e p p e p e e e'o e e e e e e e e e e a e p o A D D D D D n A, D n Al/A n A, D n A, D n A D n A D n A• D n A• D n A D n D n A D n D n D n D n D n D n D n D n D n D A D A D A, A' n M n A, n A , A , A , A• A, A A A• A, A, A, A, A, SIDE ELEVATION ( SOUTH ELEV) SCALE: 1/4" =1' 12 9 FIBERGLASS SHINGLE 51'-4" 20'-0" RIDGE VENT 2'.0" 12"X12" CONC. BLOCK POUR SOLID CONC. FRONT ELEVATION ( EAST ELEV.) SCALE: 1/4" =1' HMD ENTERPRISES INC DESIGN & CONSTRUCTION 1280 PRINCE CT. LAKE MARY, FL 32746 (407) 383-6163 CGC 058578 W Z W !2(1) W W Q' � 04 D CN CO J U) U- C) Q L.L z0 LL a �z M Q a "U) z CONSTRUCTION DOCUMENTS ELEVATION PLAN Sheet Title DATE: 11/5/2011 DRAWN BY: DVH REVISED: REVISED: REVISED REVISED: REVISED: REVISED: REVISED: N Sheet No. A-3 Ch TOP OF SIDE WOOD TOP OF BLOCK WALL - - BEAM 12'-00" 12'-00" Consultants KL ENGINEERING INC. 0 662 YOUNGS TOWN PKWY #204 iv ALTAMONT SPRING, FLORIDA 32714 TOP OF WINDOW - - — - — - — - — - — PHONE: 407-361-8017FAX : (407) 610-5695 8.-001. El E-] KHANH Q. LE P.E. q EF EF FLORIDA LICENSE No 70935 CN 5/8" THICK )IA TRUNK FOAM STUCCO -� i HARD COAT 0 UIJU 7RUCTURE FOAM zo ILLLJ kLLUSTER Seal/Signature X16" X 36" BASE AM W/ HARD COAT 4 4'4 4'4 4'4 a pa a e a e a ea a ea a 0p a op a 0e a p a op a oe a oe a a a a a a a `. O Ci ``NH IMQ► NU�"FINISH FLOOR � ■*q A 1 o '4 'A 'Q 0 A 'o 'o 'Q-oo4p e e 0 e � o D o, D o D o D o• D o D c. D o D o D o D o• D o• D o• D o D o• D o• D o' D o• D o• D o• D o D o D o D o D o D o D o D No 70935 CV v e v e Q e Q e '1' o %1, e '1 e 've Q e Q e 'VA o Q e 'Ve Q e p e Q e Q n 'J" o Q e Q e p e a .e Q e o p e Q e Q VA q q q q q. q q q. q q g q q q q p p p p p p p p .- 4 a 4 4 a 4 4 4 4 4 AAAAAAAAAAaA^ AAAa a 4 a a AAa a a A 4 Al.a 4 4 4 a a ,A ,A ,A 'A ,A ,A ,A ,A ,A ,A ,A ,A 'A ,A ,A ,A �,A ,A ,A ,A ,A ,A ,A ,A ,A ,A I 'A�. .A -- --- AAAAA =a I% ST OF ,%W� A%- RIDGE I-11 SIDE ELEVATION ( SOUTH ELEV) SCALE: 1/4" =1. 2X4 BLOCKING /- 7/16" OSB ROOF SHEATHING AT BRACE LOCATSEE ZONE CHART 2X4 OUTLOOKER @ 24" Q.C. - (MAX 24" 0 H ) W/ A34 @ 24 0 C 7/16" OSB COVERED W/ 3/4" STUCCO 16d's 6" O/C 2X4 WIND BRACE @ RIDGE & AT 8 FT 0/C TO 3rd TRUSS GABLE WEB BRACING FOR 120 MPH WIND PER TRUSS MANUF. (2) SIMPSON A23 @ EA BRACE TO PLATE I -"-f — SIMPSON LSTA12 @24" O.0 / 2x4 96" O/C 2X4 CONT. W/ 10d NAILS (BEND STRAP UNDER BOTTOM CHORD FASTENED TO @ 4" O.0 TO TOP PLATE NAIL TO TOP WOOD BEAM TOP OF BOTTOM CHORDS WITH WOOD BEAM BELOW (2)16d PER TRUSS 1 -STORY WOOB BEAM GABLE END A 4 (FLAT CEILING) 1 2X4 BLOCKS, (2) 16d NAILS EA END. BLOCKS ADJACENT BAYS ! EA DIAGNAL 1/16" OSB ROOF SHEATHING AS SHOWN FASTEN ROOF SHEATHINGTO SEE ZONE CHART PTL. H5 BLOCKS W/ 2" XVIO SCREWS 06" O,C 2X4 OUTLOOKER • 24" O/C (MAX. 24" O.H.) 34 TY (5) 16d NAILS GS TRUSS BRACE TO BLOCKING 1/16" 0613 COVERED W/ 3/4" STUCCO OR HARPI-LAP SIPING OR 1-1/2" X 12'-0" TEXTURED CEMENTIOUS LAP SIDING N p PROVIDE 2X4 ACE TO EA ADJ, DIAGONA FASTEN TO 2X4 WIND BRACE • RIDGE DIAGONAL W/ 16d NAILS 4 AT B FT O/C TO 3rd TRUSS w �LK G 2x4 96" 4 2X STUDS 24" O/C TYP W/ H5 • TOP CV Q FIRE BLOCKING CONC, RAKE BEAM O/C 5/S" GYPSUM BOARD OR FASTENED TO 1/2" U.S.G. SAG RESISTANT TOP OF BOTTOM CEILING BOARD OR EQUAL CHORDS WITH (ASTM C 1395/ C 1395M) (2) 16d PER TRUSS A 4 RAKE SEAM GABLE END 2 NTS RIDGE VENT Aa FRONT GABLE DETAIL. 3 SCALE: 1/4" =1' SIMPSON MTS 12 WOOD BEAM TO EACH TRUSS 2,_0„ 814" 1, 8'-0 , 900 IF I 2 3ES THESE TRUSSES FOR REFERENCE ONLY, TRUSS COMPANY WILL HAVE PREENGINEERING TRUSS DETAIL) NTS `LVL BEAM 51'-6" 2'-0" 20'-0" 8'-0" T-6" 1. SII 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A 7/16" OSB COVERED W/ 3/4" STUCCO 16d's 6" O/C 2X4 WIND BRACE @ RIDGE & AT 8 FT 0/C TO 3rd TRUSS GABLE WEB BRACING FOR 120 MPH WIND PER TRUSS MANUF. (2) SIMPSON A23 @ EA BRACE TO PLATE I -"-f — SIMPSON LSTA12 @24" O.0 / 2x4 96" O/C 2X4 CONT. W/ 10d NAILS (BEND STRAP UNDER BOTTOM CHORD FASTENED TO @ 4" O.0 TO TOP PLATE NAIL TO TOP WOOD BEAM TOP OF BOTTOM CHORDS WITH WOOD BEAM BELOW (2)16d PER TRUSS 1 -STORY WOOB BEAM GABLE END A 4 (FLAT CEILING) 1 2X4 BLOCKS, (2) 16d NAILS EA END. BLOCKS ADJACENT BAYS ! EA DIAGNAL 1/16" OSB ROOF SHEATHING AS SHOWN FASTEN ROOF SHEATHINGTO SEE ZONE CHART PTL. H5 BLOCKS W/ 2" XVIO SCREWS 06" O,C 2X4 OUTLOOKER • 24" O/C (MAX. 24" O.H.) 34 TY (5) 16d NAILS GS TRUSS BRACE TO BLOCKING 1/16" 0613 COVERED W/ 3/4" STUCCO OR HARPI-LAP SIPING OR 1-1/2" X 12'-0" TEXTURED CEMENTIOUS LAP SIDING N p PROVIDE 2X4 ACE TO EA ADJ, DIAGONA FASTEN TO 2X4 WIND BRACE • RIDGE DIAGONAL W/ 16d NAILS 4 AT B FT O/C TO 3rd TRUSS w �LK G 2x4 96" 4 2X STUDS 24" O/C TYP W/ H5 • TOP CV Q FIRE BLOCKING CONC, RAKE BEAM O/C 5/S" GYPSUM BOARD OR FASTENED TO 1/2" U.S.G. SAG RESISTANT TOP OF BOTTOM CEILING BOARD OR EQUAL CHORDS WITH (ASTM C 1395/ C 1395M) (2) 16d PER TRUSS A 4 RAKE SEAM GABLE END 2 NTS RIDGE VENT Aa FRONT GABLE DETAIL. 3 SCALE: 1/4" =1' SIMPSON MTS 12 WOOD BEAM TO EACH TRUSS 2,_0„ 814" 1, 8'-0 , 900 IF I 2 3ES THESE TRUSSES FOR REFERENCE ONLY, TRUSS COMPANY WILL HAVE PREENGINEERING TRUSS DETAIL) NTS `LVL BEAM 51'-6" 2'-0" 20'-0" 8'-0" T-6" GABLE 2 RLY PER .ER OF RE ORD 02 #2 SYP v � Q (12 #2 SYP 1N OF 2 PLY "FX" GABLE TO ,TED BY BUILDER, GABLE MAY ED FORWARD 1-1/2" ( DUE TO 2 -PLY) THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE 2007 EDITION FLORIDA BUILDING CODE, BUILDING AND RESIDENTIAL WITH 2009 FLORIDA BUILDING CODE SUPPLEMENTS. HMD ENTERPRISES INC DESIGN & CONSTRUCTION 1280 PRINCE CT. LAKE MARY, FL 32746 (407) 383-6163 CGC 058578 W z W W WQ� M U'W'^^ J V) LL ISL N Z O LL Q00 Z M Q Q (V U) z CONSTRUCTION DOCUMENTS TRUSS PLAN Sheet Title DATE: 11/6/2011 DRAWN BY: DVH REVISED: REVISED: REVISED: REVISED: REVISED: REVISED: REVISED: Sheet No. A-4 Consultants KL ENGINEERING INC. 662 YOUNGS TOWN PKWY #204 ALTAMONT SPRING, FLORIDA 32714 PHONE: 407-361-8017 FAX: (407) 610-5695 KHANH Q. LE P.E. FLORIDA LICENSE No 70935 Seal/Signature ��``�•r',•V�cENSF•,<��/,moi No 70935 S OF ZZ F�OR1�P'�C92��\ 12 --2 � J'v \k w 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) V-6" TO 6'-0" —o� 5' �r— ROOF EDGE 4' 3 HEADER STUDS (EACH SIDE) 64" TO 12'-0" 4 HEADER STUDS (EACH SIDE) 12'-0" TO 18'-0" Q 4' 2 HEADER STUDS REQ. (1) FULL LENGTH STUD Q 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS RIDGE © 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS 4. BEARING WALL NAIL PATTERN: 1. PLYWOOD: (FIELD) USE 8D NAILS @ 12" O/C OR O.S.(DGE) USE 8D NAILS @ 6" O/C 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" O/C T (EDGE) USE 5D NAILS @ 7" O/C 5' 5. ROOF NAILING PATTERN: PLYWD OR OSB ROOF ZONE CHART 1 ZONE 1 - USE 8D COMMON NAILS @ 12" O/C 2 ZONE 2 - USE 8D COMMON NAILS @ 6" O/C 3 ZONE 3 - USE 8D COMMON NAILS @ 4" 0/C 6• 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" O/C 7. SENCO 21/4" X.131 & PASELODE 2 1/4" X.099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS. NAILED @ 5" O.C. EDGES & @ 10" O.C. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF @ 24" O.C. UP TO 14'4" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF @ 16" O.C. UNLESS OTHERWISE NOTED. 9, TABLE 2306.1 OF 2001 THE FLORIDA BUILDING CODE, NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. GABLE 2 RLY PER .ER OF RE ORD 02 #2 SYP v � Q (12 #2 SYP 1N OF 2 PLY "FX" GABLE TO ,TED BY BUILDER, GABLE MAY ED FORWARD 1-1/2" ( DUE TO 2 -PLY) THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE 2007 EDITION FLORIDA BUILDING CODE, BUILDING AND RESIDENTIAL WITH 2009 FLORIDA BUILDING CODE SUPPLEMENTS. HMD ENTERPRISES INC DESIGN & CONSTRUCTION 1280 PRINCE CT. LAKE MARY, FL 32746 (407) 383-6163 CGC 058578 W z W W WQ� M U'W'^^ J V) LL ISL N Z O LL Q00 Z M Q Q (V U) z CONSTRUCTION DOCUMENTS TRUSS PLAN Sheet Title DATE: 11/6/2011 DRAWN BY: DVH REVISED: REVISED: REVISED: REVISED: REVISED: REVISED: REVISED: Sheet No. A-4 Consultants KL ENGINEERING INC. 662 YOUNGS TOWN PKWY #204 ALTAMONT SPRING, FLORIDA 32714 PHONE: 407-361-8017 FAX: (407) 610-5695 KHANH Q. LE P.E. FLORIDA LICENSE No 70935 Seal/Signature ��``�•r',•V�cENSF•,<��/,moi No 70935 S OF ZZ F�OR1�P'�C92��\ 12 --2 � J'v \k w CONTOUR OF BLOCK BY CONTRACTOR 05 CORNER BAR SEE TRUSS PACKAGE FOR W/ 30" LAP TYP, FOR ROOF PITCH CONTRACTOR MAY FILL RAKE SOLID 8"XS" FORM 4 TO $OND BM. OR CONSTRUCT AS SHOWN POUR LINTEL W/ 2X4 OUTLOOKERS 24" O/C (1) "5 CONT. W/ A34 ® ADJACENT TRUSS TYP. "5 CORNER BAR O.H. I W/ 30" LAP TYP. (SEE ELEV. VARIES (SEE FLOOR PLA FOR FILLED CEL •5 VERT. DOWEL sPacING 05 DOWEL W/ STD. HOOK AND 30" LAP TYPICAL SEE FND. PLAN FOR FOOTING SIZE, TYPE AND SPECIFICATION 2 FORM AND POUR RAKE AT GABLE END WALL TYfD. D1 N.T.S. 2X4 OUTLOOKERS 24" O/C W/ A34 a ADJACENT TRUSS TYP. / H5 TYP. EA. OUTLOOKER 8"X8" FORM 4 POUR RAKE BEAM W/ (1) 05 CONT. TYP, SECTION A -A 1/4" ■ 1'-0" PT 2)<6 LEDGER W/ 1/2" X 8" EXP. ANCHORS OR 3/8" TOGGLE BOLTS 32" O/C --ONTRACTOR MAY FILL RAKE SOLID TO BOND BM. OR CONSTRUCT AS SHOWN "5 VERT. REBAR TYP, BOND BEAM W/ (1) 05, WINDOW PRESSURE DESIGN REQUIREMENTS ALL SIZE & CONFIGURATIONS: POSITIVE PRESSURE OF 25.9 p.s.f NEGATIVE PRESSURE OF 34.7 p.s.f. DOOR PRESSURE DESIGN REQUIREMENTS SLIDING GLASS DOORS: ALL SIZES A. POSITIVE PRESSURE OF 26.9 p.s.f B. NEGATIVE PRESSURE OF 34.7 p.s.f. ENTRY DOORS: ALL SIZES & CONFIGURATIONS: A. POSITIVE PRESSURE OF 25.4 p.s.f B. NEGATIVE PRESSURE OF 33.8 p.s.f. GARAGE DOORS: ALL SIZES & CONFIGURATIONS: A. POSITIVE PRESSURE OF 25.4 p.s.f B. NEGATIVE PRESSURE OF 33.8 p.s.f. NOTES: 1. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN 'ENCLOSED' STRUUrURE. ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, BTC. DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY.. 2. ALL NEW DOORS AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 3. ALL SHEAR WALLS MUST TRANSFER LOADS TO FLOOR JOISTS OR FOUNDATION. 4. DIAPHRAGM SYSTEMS MUST BE ATTATCHED TO END WALLS AND/OR SIDE WALLS. 5. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 6. TRUSSES, GIRDERS, AND BEAM TIE DOWNS ARE SIZED PER UPLIFT REQUIREMENTS. ANY QUESTION AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP, OR CLIP SHOULD BE VERIFIED BY STRUCTURAL ENGINEER. 7. ALL NEW WINDOWS AND DOORS TO COMPLY WITH F.B.C. 2007 120 M.P.H. 3 -SECOND GUST WIND LOAD REQ. 8. NO. 5 VERTICAL DOWELS MAY BE RETROFITTED AFTER SLAB POUR- DRILL 11/18' HOLE 6' DEEP BLOW CLEAN, EPDXY AND INSERT BAR WITH 25' MIN LAP ALLOWANCE 9. SMOKE DETECTORS ARE TO BE HARD WIRED IN SERIES, IF ANY DETECTOR IS ACTUATED, ALL DETECTORS SHALL ACTUATE AND HAVE BATTERY BACKUP. 4� LINTEL SCHEDULE LINTEL NO. HORZ. LENGTH CLEAR SPAN aCOMM ENT S TOP @ 8'-0" A.r,F• EVERY 24" WITH (2)160 1/2" GYPSUM BOARD L 5C 51-4" 4'-0" 2" RECESS DOOR HEADER LINTEL NO. DOOR SIZE CLEAR SPAN COMMENTS, D 8C 6'-0" 6'-4" TOP @ 10'-0" A.F.F• U) z Z VERT. REINF. -t COVER BOTH SIDES WITH PTG. W/ (2) +5 +— 4" CONC.9 —f _ 4.5" 4.5" e5 REBAR TYP. U OUTSIDE TO OUTSIDE TO MTOMI6 OR EQUIv. OUTSIDE OU701DE W1 (4) TAPCONS 25" LAP II4" X 2" - TWO (2) 05 BARS TWO (2) •5 BARS Lf WIRED AS SHOWN WIRED AS SHOWN WITH MIN. 25" LAP Lf WITH MIN. 25" LAP INTEL BENT BAR W1 25" LAP E.W. 25" CORRECTION FORMISSED TYP OF 2 LAP 305 PRECAST pEtAiL SDS LINTEL DETAIL CORNER 13AR DETAIL LINTEL STRAP DETAIL (ODS - SPECIAL DOUBLE STEEL) (6D6 - SPECIAL DOUBLE STEEL EXIST. ROOF ROOF STRA? DRILL 6" INTO EXIST. LIN' EPDXY 4 DRIVE 05 4 BEN VERT.; 25" LAP REQ'D. SPLIT FACE OF BLOCK s PROP. FILLED CELL LOG ATION. (TYP.) ALTERNATE LOCATION OF FOOTING DETAIL W1 FILLED CHAIR BLOCK DRILL 6" INTO EXIST. FT6 EPDXY 4 DRIVE e5 4 BEN VERT., 25" LAP REQ'D. CORRECTION FO MISSED DOWELS -------------------------------------------------------------------------------------- 12 PRE ENGINEERED WD TRUSSES 0 24" O.C. INSULATION BAFFLE � 9 FOR INSULATION, SEE ENERGY CALCULATIONS — HETA 16 STRAP EA. TRUSS TO BLOCK ; 15/32" APA ROOF SHEATHING SEE NAILING SCHEDULE ; COMPOSITE ROOF SHINGLE OVER 0 15 FELT PAPER , of It it a ,/ u to It to It u .. u v 12' TOP OF BLOCK ' I —L L — — — VAULTED CEILING 0 , METAL DRIP EDGE ' I/2" P. NAILER I ' 2 X 4 SUB -FASCIA, 1X6 HARDY BOARD FACIA 1/2' DRYWALL, 5d NAILS 3/19,HARDY BOARD CONT. VENTED SOFFIT , i" O.G. EDGES 12" O.C. FIELD CONC. FILLED "U" BLOCK W/ 1-O5 BAR CONT. ; CURTAIN NAILER I MIN LAP 25" 3000 PSI CONCRETE I X 4 P.T. 0 WINDOWS I ' I X 8 P.T. * S.G.D._PRECAST "U" LINTEL, W/ 24" O.H 1 05 RE -BAR CONTINUOUS AT 8' AFF (BOND BEAM) ' (1) "5 REBAR DOWNROD FOOTING ' TO LINTEL (FILLED CELL) LOCATION ; AS SHOWN ON FLOOR PLAN ; MIN LAP 25", USE 2500 PSI ; ALUM FRAMED WINDOW W/ SCREEN , I , , , 1 WINDOW STOOL I ' ' P ' 1 X 2 P.7 FURRING RECAST CONC SILL 8 X 8 X 1(p CONC. BLOCK ' A-1 FOIL INSUL ON EXT ; BLOCK WALLS I TEXTURED FINISH ON CONCRETE BLOCK a i REFER TO EL1=v r: -HT FOR � 1 X 2 P.T. BASE NAILER ' ALT. FINISHES ' WOOD BASE ' ' SEE FOUNDATION PLA ' FOR SLAB NOTE Ob" F.F: — - --------------------- -- - - — - — - — - — - ' GRADE ' SEE ELEV FOR STEM WALL HEIGHT , 1211 X 20" CONT CONC, FTG UJ/ 205 BARS CONT, ON TYP DOWEL MIN 25'-L-�41� CHAIRS m 41111 OC ; TO VERT, 05 REBAR o oMIN. LAP 25 AT ALL SPLICES J 1211' 2011 ' TYPICAL WALL SECTION �CONCRETE BLOCK SCALfg; 1/2" = 1'0" ------------------------------------------------------------------------------------------- 25" MIN. LAP CONTINOUS STEEL STOP PLATE 2X4 CEILING Y H STANDARD BOND SECURE TO TRUSS 00 Ui HOOK — BEAM EVERY 24" WITH (2)160 1/2" GYPSUM BOARD a USING 1-1/4" DRYWALL SCREW D.' m o O 1% COVER l7 w lu D Z m D_ U- z 2x4 WOOD STUD 24" O.C. U) z Z VERT. REINF. -t COVER BOTH SIDES WITH W U 1/2 GYPSUM BOARDS z PAINTED, BOTTOM PLATE FOR GROUT LIFT 2X4 PT Sheet Title CUT NAIL o m 24" O.C. FOOTING DWL. IS CONC. SLAB TYPICAL NON BEARING INTERIOR PARTITION WALL NTS REVISED: EXIST. ROOF ROOF STRA? DRILL 6" INTO EXIST. LIN' EPDXY 4 DRIVE 05 4 BEN VERT.; 25" LAP REQ'D. SPLIT FACE OF BLOCK s PROP. FILLED CELL LOG ATION. (TYP.) ALTERNATE LOCATION OF FOOTING DETAIL W1 FILLED CHAIR BLOCK DRILL 6" INTO EXIST. FT6 EPDXY 4 DRIVE e5 4 BEN VERT., 25" LAP REQ'D. CORRECTION FO MISSED DOWELS -------------------------------------------------------------------------------------- 12 PRE ENGINEERED WD TRUSSES 0 24" O.C. INSULATION BAFFLE � 9 FOR INSULATION, SEE ENERGY CALCULATIONS — HETA 16 STRAP EA. TRUSS TO BLOCK ; 15/32" APA ROOF SHEATHING SEE NAILING SCHEDULE ; COMPOSITE ROOF SHINGLE OVER 0 15 FELT PAPER , of It it a ,/ u to It to It u .. u v 12' TOP OF BLOCK ' I —L L — — — VAULTED CEILING 0 , METAL DRIP EDGE ' I/2" P. NAILER I ' 2 X 4 SUB -FASCIA, 1X6 HARDY BOARD FACIA 1/2' DRYWALL, 5d NAILS 3/19,HARDY BOARD CONT. VENTED SOFFIT , i" O.G. EDGES 12" O.C. FIELD CONC. FILLED "U" BLOCK W/ 1-O5 BAR CONT. ; CURTAIN NAILER I MIN LAP 25" 3000 PSI CONCRETE I X 4 P.T. 0 WINDOWS I ' I X 8 P.T. * S.G.D._PRECAST "U" LINTEL, W/ 24" O.H 1 05 RE -BAR CONTINUOUS AT 8' AFF (BOND BEAM) ' (1) "5 REBAR DOWNROD FOOTING ' TO LINTEL (FILLED CELL) LOCATION ; AS SHOWN ON FLOOR PLAN ; MIN LAP 25", USE 2500 PSI ; ALUM FRAMED WINDOW W/ SCREEN , I , , , 1 WINDOW STOOL I ' ' P ' 1 X 2 P.7 FURRING RECAST CONC SILL 8 X 8 X 1(p CONC. BLOCK ' A-1 FOIL INSUL ON EXT ; BLOCK WALLS I TEXTURED FINISH ON CONCRETE BLOCK a i REFER TO EL1=v r: -HT FOR � 1 X 2 P.T. BASE NAILER ' ALT. FINISHES ' WOOD BASE ' ' SEE FOUNDATION PLA ' FOR SLAB NOTE Ob" F.F: — - --------------------- -- - - — - — - — - — - ' GRADE ' SEE ELEV FOR STEM WALL HEIGHT , 1211 X 20" CONT CONC, FTG UJ/ 205 BARS CONT, ON TYP DOWEL MIN 25'-L-�41� CHAIRS m 41111 OC ; TO VERT, 05 REBAR o oMIN. LAP 25 AT ALL SPLICES J 1211' 2011 ' TYPICAL WALL SECTION �CONCRETE BLOCK SCALfg; 1/2" = 1'0" ------------------------------------------------------------------------------------------- 25" MIN. LAP CONTINOUS STEEL ENTERPRISES INC Y H STANDARD BOND 1280 PRINCE CT. LAKE MARY, FL 32746 00 Ui HOOK — BEAM CGC 058578 V =o p H 1\" MIN. D.' m o O 1% COVER O LL w W D Z m D_ U- Q O O U) z Z VERT. REINF. — IN GROUTED c CELL z CLEANOUT REQ'D FOR GROUT LIFT DETAIL PLAN Sheet Title > 5 FT. UNLESS o REVISED: FOOTING DWL. IS g REVISED: NOT REQ'D. "4 REVISED: STANDARD REVISED: HOOK Sheet No. D - 1 �— FOOTING REINFORCING 3" MIN. ALTAMONT SPRING, FLORIDA 32714 COVER FAX: (407) 610-5695 TYPICAL FILLED CELL DETAIL FLORIDA LICENSE No 70935 ------------------------------------- PRE-ENG. TRUSSES — SIMPSON CLIP It I 1 1 , I , I (2) 1-3/4"X11-1/4" LVL , e I e (2) MT512 AT TOP SIMP50N HUC 410 0 0 WABU 44 AT BOTTOM BEAM TO BEAM 0 0 ; CONNECTION (TYP) ; X 3-1/2" PSL POST; i SIMPSON A5U44 POST BASE W/ (1) ; 5/8" ANCHOR BOLT , I , I I 1 I ,{ II X ,{ II P05T 4 5e DETAIL SCALE: NTS HMD ENTERPRISES INC DESIGN & CONSTRUCTION 1280 PRINCE CT. LAKE MARY, FL 32746 (407) 383-6163 CGC 058578 V z w LLl w 'Q w M D U- r U) 0N Z 0 LL 1..1.. Z c N U) z CONSTRUCTION DOCUMENTS DETAIL PLAN Sheet Title DATE: 11/6/2011 DRAWN BY: DVH REVISED: REVISED: REVISED: REVISED: REVISED: REVISED: REVISED: Sheet No. D - 1 Consultants KL ENCsINEERING INC. 662 YOUNGS TOWN PKWY #204 ALTAMONT SPRING, FLORIDA 32714 PHONE: 407-361-8017 FAX: (407) 610-5695 KHANH Q. LE P.E. FLORIDA LICENSE No 70935 Seal/Signature 5 RIDGE VENT REAR ELEVATION ( WEST ELEV.) SCALE: 1/4" =1' 12"X12" CONC. BLOCK POUR SOLID CONC. FRONT ELEVATION ( EAST ELEV.) SCALE: 1/4" =1' TOP OF BLOCKS 12'-00" RIDGE VENT N m TOP OF SIDE WOOD TOP OF BLOCK WALL BEAM 12'-00" 12'-00" )IA TRUNK FOAM i HARD COAT FRUCTURE FOAM kLLUSTER X16" X 36" BASE AM W/ HARD COAT TOP OF WINDOW 8'-00" FINISH FLOOR 0'-00" 0 <V 4 N 2'-0" l 8'-0" FIBERGLASS SHINGLE SIDE ELEVATION ( SOUTH ELEV) SCALE: 1/4" =1' 51'-4" 8'-0" i _ 20'-0" STUCCO 11 EF ST THICK ---------- Ed STUCCO ILLIJII 11=11 EF 8'-0" RIDGE VENT 7.�., - -- e, av e, a 4, a e, a e, 4 e, 4 e, a e, a e, 4 e a e a e, 4 v, 4 e, a e, 4 o, 4 v a e, 4 ', 4 e a o, a e, a e a e, a e a e a Q'4 Q'4 Q'4 Q'4 Q'4 Q'4 Q'4 Q'4 Q'4 Q'4 Q'4 Q'4 d'4 Q14 Q'4 Q '4 Q'4 Q'4 Q'4 o D 00 o D o D o D o D o D o D o D o D to D o D o D o D o D o D o D o D o D c" D o D .o D o D o D o D o D o D o D I iV Q o 0 e o o o a o Iva s Q e 0 s Q s Q e Q o e G Q e G Q o Q o Q o G a o o o o a o O n O n a n A 4 0 4 " 4 " 4 e 4 " 4 4 " d e 4 e 4 e 4 'n A'A Ale A'n A'A A'. A'n AIA A'n A'n A'n A'n A'n A'n A'n A'n A'A A'A A'A A'n A 'n AI,, A1, A1, A'A 4',, A'A 'A , SIDE ELEVATION ( SOUTH ELEV) SCALE: 1/4" =1' HMD ENTERPRISES INC DESIGN & CONSTRUCTION 1280 PRINCE CT. LAKE MARY, FL 32746 (407) 383-6163 CGC 058578 W V Z W � w w Q� M � � LL ao zLL oo �z Q N fA Z Fm CONSTRUCTION DOCUMENTS ELEVATION PLAN Sheet Title DATE: 11/5/2011 DRAWN BY: DVH REVISED: 11/28/2012 REVISED: REVISED: REVISED: REVISED: REVISED: REVISED: Sheet No. A-3 Consultants KL ENGINEERING INC. 662 YOUNGS TOWN PKWY #204 ALTAMONT SPRING, FLORIDA 32714 PHONE: 407-361-8017 FAX: (407) 610-5695 KHANH Q. LE P.E. .FLORIDA LICENSE No 70935 2X4 BLOCKING 7/16" OSB ROOF SHEATHING AT BRACE LOCATIONS, SEE ZONE CHART 2X4 OUTLOOKER @ 24" O.C. (MAX. 24" O.H.) W/ A34 @ 24" O.C. " OSB COVERED W/ 3/4" STUCCO 's 6" O/C WIND BRACE @ RIDGE 8 FT O/C TO 3rd TRUSS LE WEB BRACING FOR MPH WIND PER TRUSS MANUF. SIMPSON A23 @ EA ACE TO PLATE I ,1 SIMPSON LSTA12 @24" O.0 2x4 96" O/C J 2X4 CONT. W/ 10d NAILS (BEND STRAP UNDER BOTTOM CHORD FASTENED TO @ 4" O.0 TO TOP PLATE NAIL TO TOP WOOD BEAM TOP OF BOTTOM CHORDS WITH WOOD BEAM BELOW (2) 16d PER TRUSS 1 -STORY WOOB BEAM GABLE END A 4 (FLAT CEILING) 1 2X4 BLOCKS, (2) 16d NAILS • EA END. BLOCKS ADJACENT BAYS • EA DIAGNAL AS SHOWN FASTEN ROOF 6HEATHING TO_ 5LOCK6 W/ 2" X*10 SCREWS *6" O.0 (5) 16d NAILS BRACE TO BI PROVIDE 2X4 WACE TO EA ADJ. DIAGONA FASTEN TO DIAGONAL W/ 16d NAILS T/16" 065 ROOF. SHEATHING SEE ZONE CHART DTL. • 2x4 96" O/C -j 5/8" GYPSUM BOARD OR FASTENED TO 1/2" U,6,G, SAG RESISTANT TOP OF BOTTOM CEILING BOARD OR EQUAL CHORDS WITH (ASTM C 1395/ C 1395M) (2) 16d PER TRUSS A 4 RAKE BEAM GA5LE END 2 NTS RIDGE VENT H5 2X4 OUTLOOKER • 24" O/C (MAX, 24" O,H,) --- GS TRU56 1/I6" 085 COVERED W/ 3/4" STUCCO OR HARDI-LAP SIDING OR 1-I/2" X 12'-0" TEXTURED CEMENTIOU6 LAP 61DING •2X4 WIND BRACE i RIDGE 4 AT B FT O/C TO 3rd TRU58 2X STUDS 24" O/C TYP W/ H5 • TOP FIRE BLOCKING CONC, RAKE BEAM 900 2 'ES SIMPSON MTS 12 WOOD BEAM TO EACH TRUSS 2'-0" 8'-0" 8'-0" NTS LVL BEAM 51'-6" ' 2'-0" -0" 8'-0" T-6" GABLE 2 IfLY PER .ER OF RE ORD (12 #2 <cCTE (12 #2 SYP N OF 2 PLY "FX" GABLE TO TED BY BUILDER, GABLE MAY =D FORWARD 1-1/2" ( DUE TO 2 -PLY) HMD ENTERPRISES INC DESIGN & CONSTRUCTION 1280 PRINCE CT. LAKE MARY, FL 32746 (407) 383-6163 CGC 058578 W 0 z Uj 0 W Q W N D CM U�) J V) LL. U� Q O ZLL r Z M Q N W CONSTRUCTION DOCUMENTS TRUSS PLAN Sheet Title DATE: 11/6/2011 DRAWN BY: DVH REVISED: 11/28/2012 REVISED: REVISED: REVISED: REVISED: REVISED: REVISED: Sheet No. A-4 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS THESE TRUSSES UPLIFT CALCULATIONS, ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A Consultants FOR REFERENCE ONLY, NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. TRUSS COMPANY WILL HAVE 3. HEADER STUD REQUIREMENT KL ENGINEERINGF INC. 2 HEADER STUDS (EACH SIDE) T-6" TO 6'-0" —o� 5' �s— ROOF EDGE 4' – 662 YOUNGS TOWN PKWY #204 PREENGINEERING TRUSS DETAIL) 3 HEADER STUDS (EACH SIDE) 6'-0" TO 12'-0" ALTAMONT SPRING, FLORIDA 32714 4 HEADER STUDS (EACH SIDE) 12'-0" TO 18'-0" © ® PHONE: 407-361-8017 2 HEADER STUDS REQ. (1) FULL LENGTH STUD 4' FAX: (407) 610-5695 3 HEADER STUDS REQ. (2) FULL LENGTH STUDS KHANH Q. LE P.E. 4 HEADER STUDS REQ. (2) FULL LENGTH STUDS © RIDGE FLORIDA LICENSE No 70935 4. BEARING WALL NAIL PATTERN: 1. PLYWOOD: (FIELD) USE 8D NAILS @ 12" 0/C © (3 4' OR O.S.(EDGE) USE 8D NAILS @ 6" O/C 2. GYPSUM: (FIELD) USE 5D NAILS @ 10" O/C © © © ® Seal/Signature (EDGE) USE 5D NAILS @ 7" O/C 5' 5. ROOF NAILING PATTERN: PLYWD OR OSB i a 1 ZONE 1 - USE 8D COMMON NAILS @ 12" O/C ROOF ZONE CHART 2 ZONE 2 - USE 8D COMMON NAILS @ 6" O/C 3 ZONE 3 - USE 8D COMMON NAILS @ 4" O/C 6• 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" O/C _ Tqo 70935 "= 7. SENCO 2 1/4" X.131 & PASELODE 2 1/4" X.099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS. NAILED @ 5" O.C. EDGES & @ 10" O.C. FIELD �` aTAT OF 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF @ 24" O.C. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF @ 16" O.C. UNLESS OTHERWISE NOTED. 9. TABLE 2306.1 OF 2001 THE FLORIDA BUILDING CODE, NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. A4 FRONT GABLE DETAIL 3 SCALE: 1/4"=1' SOLIDE CONC, STEP W/ 1#5 REBAR EACH STEP HAND RAIL 1-1/2" ROUND ALUMINUM SHALL EXTEND AT LEAST 12" BEYOND THE TOP RISER AND AT LEAST 12" PLUS THE DEPTH OF 1 TREAD BEYOND THE BOTTOM RISER. STAIR DETAIL AT THE BOTTOM THE HANDRAIL SHALL CONTINUE TO SLOP FORA DISTANCE OF THE DEPTH OF ONE TREAD FROM THE BOTTOM RISER, THE REMAINDER OF THE EXTENSION SCALE 1/4" = 1'-0" SHALL BE HORIZONTAL. BALUSTER: 3/4" SQUARE ALUM. TUBING, SPACE MAX 4" III \II I I I I SIMPSON MBHA 3.56/11.25 III BEAM TO CMU II I III I (2) 1-3/4"X11-1/4" LVL IIII III I III III I 1111 III I III I II I FOR MORE DETAIL OF FLOOR PLAN PLEASE SEE D-1 DETAIL PLAN ENTRANCE FLOOR PLAN SCALE: 1/4" = 1' 2X4 BLOCKING 6 FIRST 3 BAY W/ (2) 16d TOEDNAILED 6 EA. END (4) 16d NAILS BRACE TO BLOCKING PROVIDE 2X4 BRACE TO EA ADJ.DIAGONAL FASTERN TO DIAGONAL W/(2) 16D NAILS 2x4 BLOCKING 6 FIRST 3 BAY W/ (2) 16d TOENAILED 6 EA. END SIMPSON MBHA 3.56/11.25 BEAM TO CMU (2) 1-3/4"X11-1/4" LVL 3-1/2"X 3-1/2 PSL POST (TYP) W/ ABU 44 AT BOTTOM &(2) MTS12 AT TOP (TYP) 1# E.P.S , COAT W/ FUTURA HARD COAT EPOSY PRIMER, POLYMETRIC FINE SAND FINISH ,12" WIDE DIA, FLUTED COLUMN WITH SQUARE BASE AND TOP CAP TYP. 12"X12" X 44" CMU BLOCK W/ 2#5 POUR SOLID CONC 2X4 OUTLOOKERS (ROOF SHEATHING SPAN TO BE 2'-0" MAX) END NAIL WITH/(2) 16D NAILS EA. END (2) 16D NAILS PLT. TO STUD 2X4 OUTLOOKERS TOP 4 BOTTOM (TYP.) 624" O.C. MAX. 2'-0" MAX. END NAIL PLTS. TO STUD ROOF SHEATHING PER FRAMING PLAN FSIMPSON MT6I2 (TYP.) END DBL. 2X8 TOP PLT, PRE -ENG, ROOF TRUSS MAX. GYP, BOARD 2x4 CONT. LEDGER W/ (3) 16d NAILS 6 16" O/C TO EA. STUD SIMPSON HGAIO EA. STUD TO BOTT. PLATE 1/2" GYP. BOARD ON PT. FURRING L2X PT. FACIA, END NAIL W/(2)1bd NAILS6EA. OUTLOOKER HOLD WALL DOWN 3\" FOR OUTLOOKERS GABLE END SHEATHING PER FRAMING PLAN 2X8'6 6 16" O.C. W/ SIMSON 145 6 TOP TO TOP PLATES \" J -BOLT W/SIMPSON LBPS\ WASHER632" O.G. MAX. (MIN. 6" EMBED.) 2X8 PT. BOTT. PLATES DOUBLE BOND BEAM W/ (1) 05 CONT. 6 TOP 4 BOTTOM MSTAM-24 TYP. ONE SIDE OF EACH STUD. (MSTAM-12 MAY BE USED AT ENDS WHERE HEIGHT 15 LIMITED) I NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D, PER HI5-91 4 TRUSS MAN. DRAWINGS CEILING GYP, BOARD IS NOT A DIAPHRAGM GA5LE ENDOVAULTED CEILING(CMU WALL) N.T.S. PERMIT NUMBER: 12-554 SCOP OF WORK FOR REVISION: 1. ADD A REAR (3o58 FIBERGLASS DOOR / LANDING AND STEPS 2.GABLE END AT VAULTED CEILING ( CMU WALL) NEW DETAIL 3. ADD A DRYER AND VENT REQUIRED BY BUILDING DEPT 4. SOFFIT WILL BE ALLUMINUM VENTED 5. FACIA WILL BE ALLUMINUM WRAP ON 2X4 SUBFACIA 1/2" CDX PLYWOOD 2X4 BLOCKIN FELP PAPER, WIRE MESH 5/8" STUCCO ON BOTH SIDE 1 ARCH DETAIL A2 NTS HMD ENTERPRISES INC DESIGN & CONSTRUCTION 1280 PRINCE CT. LAKE MARY, FL 32746 (407) 383-6163 CGC 058578 W V Z W a w W Q� : M U) LL LL c � � Z � �Z Q N fn coZ F - CONSTRUCTION DOCUMENTS FLOOR PLAN Sheet Title DATE: 11/6/2011 DRAWN BY: DVH REVISED: 11/28/2012 REVISED: APRIL 12/2013 REVISED: REVISED: REVISED: REVISED: REVISED: Sheet No. A-2 Consultants KL ENGINEERINCs INC. 662 YOUNGS TOWN PKWY #204 ALTAMONT SPRING, FLORIDA 32714 PHONE: 407-361-8017 FAX: (407) 610-5695 KHANH Q. LE P.E. FLORIDA LICENSE No 70935 Seal/Signature \\\\w I I I 1 1///// p.N H Q V �// No 7093 M M.' , r = OZz RID --------------------------------------------------------------------------------------- PRE ENGINEERED WD TRUSSES 6 24" O.C. 12 INSULATION BAFFLE 9 FOR INSULATION, SEE ENERGY CALCULATIONS , , ' , MTS 12 OR HETA 16 STRAP EA. TRUSS TO BLOCK 15/32" APA ROOF SHEATHING SEE NAILING SCHEDULE ; COMPOSITE ROOF SHINGLE OVER " 15 FELT PAPER 12'TOP OF BLOCK ' VAULTED CEILING METAL DRIP EDGE ' 1/2" P.T. NAILER ' 2 X 4 SUB -FASCIA, ALUM, WRAP FAGI ' 1/2" DRYWALL, 5d NAILS ALUM. VENTED SOFFIT ' 7" O.C. EDGES 12" O.G. FIELD CONIC. FILLED BLOCK W/ 1-05 BAR CONT, CURTAIN NAILER I MIN LAP 25" 3000 PSI CONCRETE ; ' I X 4 P.T. 6 WINDOWS ' i I X 8 P.T. 6 S.G.D. 24" O.H —PRECAST "U" LINTEL, W/ 1 05 RE -BAR CONTINUOUS AT 8 AFF , (BOND BEAM) ; I (1) 05 REBAR DOWNROD FOOTING ' TO LINTEL (FILLED CELL) LOCATION ' AS SHOWN ON FLOOR PLAN ; MIN LAP 25", USE 2500 PSI ; ALUM FRAMED WINDOW W/ SCREEN WINDOW STOOL I ; ' I PRECAST CONIC SILL ' 1 X 2 P.T FURRING S X 8 X 16 CONC.'BLOGK ' A-1 FOIL INSUL ON EXT ; , BLOCK WALLS I TEXTURED FINISH ON CONCRETE BLOCK REFER TO ELEV SHT FOR 1 X 2 P.T. BASE NAILER ALT. FINISHES ' WOOD BASE ' i SEE FOUNDATION PLA ' FOR SLAB NOTE ' 0'0" F.F. ' ----------------------- GRADE , , SEE ELEV FOR STEM WALL HEIGHT ; 12" X 20" CONT CONC. FTG W/ 205 BARS CONT. ON ; TYP DOWEL MIN 2! -2 LAP- CHAIRS tv 4'Q" OC ' TO VERT. 05 RE5AR LAP 25' AT ALL SPLICES ' aI oMIN. 1211, , , , 20" TYPICAL WALL. SECTION CONCRETE BLOCK ---------------------------------------------------------------------------------------- SCALE: 1/2" - I'O" .' III \II I I I I SIMPSON MBHA 3.56/11.25 III BEAM TO CMU II I III I (2) 1-3/4"X11-1/4" LVL IIII III I III III I 1111 III I III I II I FOR MORE DETAIL OF FLOOR PLAN PLEASE SEE D-1 DETAIL PLAN ENTRANCE FLOOR PLAN SCALE: 1/4" = 1' 2X4 BLOCKING 6 FIRST 3 BAY W/ (2) 16d TOEDNAILED 6 EA. END (4) 16d NAILS BRACE TO BLOCKING PROVIDE 2X4 BRACE TO EA ADJ.DIAGONAL FASTERN TO DIAGONAL W/(2) 16D NAILS 2x4 BLOCKING 6 FIRST 3 BAY W/ (2) 16d TOENAILED 6 EA. END SIMPSON MBHA 3.56/11.25 BEAM TO CMU (2) 1-3/4"X11-1/4" LVL 3-1/2"X 3-1/2 PSL POST (TYP) W/ ABU 44 AT BOTTOM &(2) MTS12 AT TOP (TYP) 1# E.P.S , COAT W/ FUTURA HARD COAT EPOSY PRIMER, POLYMETRIC FINE SAND FINISH ,12" WIDE DIA, FLUTED COLUMN WITH SQUARE BASE AND TOP CAP TYP. 12"X12" X 44" CMU BLOCK W/ 2#5 POUR SOLID CONC 2X4 OUTLOOKERS (ROOF SHEATHING SPAN TO BE 2'-0" MAX) END NAIL WITH/(2) 16D NAILS EA. END (2) 16D NAILS PLT. TO STUD 2X4 OUTLOOKERS TOP 4 BOTTOM (TYP.) 624" O.C. MAX. 2'-0" MAX. END NAIL PLTS. TO STUD ROOF SHEATHING PER FRAMING PLAN FSIMPSON MT6I2 (TYP.) END DBL. 2X8 TOP PLT, PRE -ENG, ROOF TRUSS MAX. GYP, BOARD 2x4 CONT. LEDGER W/ (3) 16d NAILS 6 16" O/C TO EA. STUD SIMPSON HGAIO EA. STUD TO BOTT. PLATE 1/2" GYP. BOARD ON PT. FURRING L2X PT. FACIA, END NAIL W/(2)1bd NAILS6EA. OUTLOOKER HOLD WALL DOWN 3\" FOR OUTLOOKERS GABLE END SHEATHING PER FRAMING PLAN 2X8'6 6 16" O.C. W/ SIMSON 145 6 TOP TO TOP PLATES \" J -BOLT W/SIMPSON LBPS\ WASHER632" O.G. MAX. (MIN. 6" EMBED.) 2X8 PT. BOTT. PLATES DOUBLE BOND BEAM W/ (1) 05 CONT. 6 TOP 4 BOTTOM MSTAM-24 TYP. ONE SIDE OF EACH STUD. (MSTAM-12 MAY BE USED AT ENDS WHERE HEIGHT 15 LIMITED) I NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D, PER HI5-91 4 TRUSS MAN. DRAWINGS CEILING GYP, BOARD IS NOT A DIAPHRAGM GA5LE ENDOVAULTED CEILING(CMU WALL) N.T.S. PERMIT NUMBER: 12-554 SCOP OF WORK FOR REVISION: 1. ADD A REAR (3o58 FIBERGLASS DOOR / LANDING AND STEPS 2.GABLE END AT VAULTED CEILING ( CMU WALL) NEW DETAIL 3. ADD A DRYER AND VENT REQUIRED BY BUILDING DEPT 4. SOFFIT WILL BE ALLUMINUM VENTED 5. FACIA WILL BE ALLUMINUM WRAP ON 2X4 SUBFACIA 1/2" CDX PLYWOOD 2X4 BLOCKIN FELP PAPER, WIRE MESH 5/8" STUCCO ON BOTH SIDE 1 ARCH DETAIL A2 NTS HMD ENTERPRISES INC DESIGN & CONSTRUCTION 1280 PRINCE CT. LAKE MARY, FL 32746 (407) 383-6163 CGC 058578 W V Z W a w W Q� : M U) LL LL c � � Z � �Z Q N fn coZ F - CONSTRUCTION DOCUMENTS FLOOR PLAN Sheet Title DATE: 11/6/2011 DRAWN BY: DVH REVISED: 11/28/2012 REVISED: APRIL 12/2013 REVISED: REVISED: REVISED: REVISED: REVISED: Sheet No. A-2 Consultants KL ENGINEERINCs INC. 662 YOUNGS TOWN PKWY #204 ALTAMONT SPRING, FLORIDA 32714 PHONE: 407-361-8017 FAX: (407) 610-5695 KHANH Q. LE P.E. FLORIDA LICENSE No 70935 Seal/Signature \\\\w I I I 1 1///// p.N H Q V �// No 7093 M M.' , r = OZz RID CIO