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HomeMy WebLinkAbout4140, 4130, 4120, 4110 Windsor Lake Cir UNIT 4 - BC06-002706 (WINDSOR LAKE TOWNHOMES) (NEW BUILD) (A) (2)PERMIT ADDRESS 4*4&E C +IACla- • • ' 50(e 57 -HatwE ADDRESS .... L .......V /.. PHONE NUMBER /0 7- a 5 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION a s®/QJ�� PERMIT #-(0 Z�IO�p DATE 41 PERMIT DESCRIPTION PERMIT VALUATION 940 SQUARE FOOTAGE 7 q 10 t SUBDIVISION a s®/QJ�� PERMIT #-(0 Z�IO�p DATE 41 PERMIT DESCRIPTION PERMIT VALUATION 940 SQUARE FOOTAGE 7 q 10 IDESIGN CODS SUMMA PY I. SPRINKLER REQUIRED: YES 2. TYPE VI FBC CONSTRUCTION 3. FBC OCCUPANCY CLASSIFICATION TYPE: 4, NUMBER OF STORIES: 2 -STORIES 5. BUILDING HEIGHT: 28'-7" 6. CONDITIONED & UNCONDITIONED ABBEY: CONDITIONED - 1659 SQ. F-1. UNCONDITIONED - 325 SQ. FT,. AUSTIN: CONDITIONED = 1463 SQ, FFT, UNCONDITIONED = 316 SQ. FT. MADISON: CONDITIONED - 1254 SQ, FT. U N CONDITIONED - 308 SQ. FT. 7. COST ESTIMATE _ ABBEY: $98,425 AUSTIN: $95,050 MADISON:' $ 8, 2001 FLORIDA BUILDING CODE 2001 FLORIDA PLUMBING CODE NATIONAL ELECTRI CAL CODE [MERCEDESSERIESVXA Mercedes Mercedes' Homes .Inc. 12001 Science Drive Suite 160 Orlando, Florida 32826 PHONE: 407-275-5591 After Hours: 407-657-6479 FAX: 407-282-1563 STEPHEN E. KASTNER P.E. ENGINEER : LICENSE # PF 39528 Engineering Drafting Services 1535 Cogswell St. Suite C-19 Rockledge, Florida 32855 Ph (321)636-0489 Fax (321)638-8.126 P[ICHAEL P. MELZER P.E. LICENSE # PE 41 101 ERIC G. CAT.LIS P.E. LICENSE # PE 36957 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-,636-0489 LEGAL DESCRIPTION DESCRIPTION: TRACT A, TOWNHOME DEVELOPMENT TRACT BEING A PORTION OF SECTION 12, TOWNSHIP 20 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA MORE PARTICULARY DESCRIBED AS FOLLDWS: FROM -Ah INTERSECTION OF THE SOUTH LINE OF THE NORTH 1683.52' OF THE NORTHWEST Y4 OF SAID SECTION 12, WITH THE WEST RIGHT-OF-WAY LINE OF STATE ROAD 417, AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP 97770-2306, SHEET 3 OF 8, RUN THENCE S8922'42'W ALONG THE SOUTH LINE OF THE NORTH 1683.52' OF THE NORTHWEST 4 OF' SAID SECTION 12 A DISTANCE OF 837.72' TO AN INTERSECTION WITH THE EAST LINE OF THE.WEST 1579.60' OF THE NORTHWEST OF SAID SECTION 12; RUN THENCE S00'04'43"W ALONG THE EAST LINE OF SAID WEST 1579.608 A DISTANCE OF 101.53' TO THE.P.C. OF A CURVE CONCAVE NORTHWEST AND HAVING A RADIUS OF 129037'; RUN THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 14'19'18" A DISTANCE OF 322.69' TO THE P.T. OF SAID CURVE; THENCE S14.24'01"W A DISTANCE OF 471.T'; THENCE N75.35'59"W A DISTANCE OF 455.00' TO AN INTERSECTION WITH THE EAST LINE OF' THAT READ EASEMENT DESCRIBED IN OFFICIAL RECORDS BOOK 1170, PAGES 619 THROUGH 646, PUBLIC RECORI.S OF SEMINOLE COUNTY, FLORIDA, (ALSO KNOWN AS, AMERICANA BLVD); THENCE CONTINUE N75'35'5f"W A DISTANCE OF 10.00' TO THE POINT OF BEGINNING; RUN THENCE N14'24'01"E PARALLEL WITH TI -E EAST LINE OF SAID AMERICANA BLVD A DISTANCE OF 37.59' TO THE P.C. OF A CURVE; THENCE S46'462VE ON A NON -RADIAL BEARING A DISTANCE OF 1.52; THENCE N38'04'36'E 80.71'; THENCE N33'24'4.1"E 104.53'; THENCE N27'53'48"E 83.80'; THENCE N54'51'06"E 27.28; THENCE N24'51'106"E 10.55'; THENCEN05'08'54"E 10.73; THENCE N37'53'08"E 29.00; THENCE N43'32'04"W 10.94; THENCE N39'05'16"W 116.36';1HENCE N11'29'52"E 71.21'; THENCE N49'10'13"E 30.62; THENCE N2254'12"E 35.43; THENCE N60'50*"E 111.16'; THENCE N23'27'52"E 118.97'; THENCE N39'36'31"E 55.86; THENCE N14'32'01"W 10.94; THENCEN64'57'16"W 116.36; THENCE N59'37'31"W 103.80; THENCE N20'03'17"W 50.05; THENCE N35'2238"W 20.48; THENCE N05'23'22"W 8.04; THENCE N2435'55"E 85.16'; THENCE N04'17'48W 19.50; THENCE N00'31'2)."W 41.05'; THENCE N36'26'30"E 27.35' TO AN INTERSECTION WITH THE WEST RIGHIT-OF -WAY LINE OF SAID STATE ROAD 417; RUN THENCE ALONG THE WEST RIGHT -OF -WAY LINE OF SAID STATE ROAD 417 THE FOLLOWING COURSES AND DISTANCES; N31'48'46"W A DISTANCE OF 46.03'; THENCE N38'51'22"V11 223,31; I'HENCE DEPARTING THE WEST RIGHT-OF-WAY LINE OF SAID STATE ROAD 417 RUN N84'55'14"W A DISTANCE OF 347.41; THENCE S76'02'1 1"W A DISTANCE OF 90.09'; THENCE S89'2242"W A DISTANCE OF 480.20';'THENCE S00'04'43"W A DISTANCE OF 282.70' THENCE S19'14'32"E 21.98'; THENCE S164'14'32"E 75.53; THENCE S67'08'31"E 126.32'; THENCE S2649'28"E 50.13; THENCE S45'03'54"E 56.70; THENCE S61'11'35"E 19.21'; THENCE S28'50'13"E 126.20'; THEN CE'S25'19'25"E 137,26; THENCE S03'00'00"E 305.70; THENCE S23'48'57"E 18.96; THENCE S08'12'07"W 60.74; THENCE S02'51'26"E 104.26'; THENCE S10'14'08"E 70.88'; - THENCC S60'35'58"E 63.18'; THENCE S8247'54"E 139.19'; THENCE 546'46'26"E ON A NON -RADIAL BE A DISTANCE OF 1.00' TO A POINT ON THE ARC OF A CURVE CONCAVE SOUTHEAST AND HAVING A RADIUS OF 230.00'; THENCE FROM A CHORD BEARING OF S30'3423"W RUN SOUTHWESTERLY -ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32'20'43" A DISTANCE OF 129.84' TO THE P.T. OF SAID CURVE, THENCE S14'24'01"W A DISTANCE OF 37.59' THENCE S75'35'59"E A DISTANCE OF 60.00' CONTAI�IG 22.67 ARES. SITE MAP NOT TO SCALE N N PORT BLVD. 417 AIRPORT BLVD, LK. MARY BLVD. a1 fil ENGIN. SHEET T2 TRUSSES (Roof) T3 TRUSSES (Floor) T4 STRUCT. SECTIONS SITE PLANA: CIVIL SITE PLAN SITE PLAN B: CIVIL SITS PLAN A FOUNDATION 2 FIRE SPRINKLER LAYOUT :,M_ FLOOR .PLAN (1st) 2 FLOOR PLAN (2nd) A-0 COURTYARD WALLS (Sind Units) lel INT. ELEVS. OPTIONS & PL'UMB. D2 , BUILDING & STAIR SECTI(JNS E1 FRONT & REAR ELEVS. E2 RIGHT & LEFT ELEVS. Ml ELECTRICAL (1st) M2 ELECTRICAL (2nd) fil ENGIN. SHEET T2 TRUSSES (Roof) T3 TRUSSES (Floor) T4 STRUCT. SECTIONS SITE PLANA: CIVIL SITE PLAN SITE PLAN B: CIVIL SITS PLAN A 88'-8" (TOTAL BUILDING LENGTH) FND20X20FID.dwg — (ORANGE 2 STORY) — #5 REBAR z I CONC SLAB N FF 20JAN03 SLAB ' #5 REBAR z I�- 7 5 8" CURB / FF , CONC SLAB 1/2" DIA x10" ANCHOR BOLT (UNO) AT 48" O.C. MAX. (7" MIN. EMBED.) FFN j ��— #5 REBAR 2 z FF Z I`- #5 REBAR CONC SLAB NFF CONC SLAB FF VARIESFF I/2" DIA x10" ANCHOR BOLT (UNO) AT 48" O.C. MAX. (7" MIN. EMBED.) ao _ I (-- #5 REBAR ' °0 CONC SLAB VARIES z N N I 95 REBAR �_ 6" CONC SLAB n n FF IJR N to 4(1) �co FG ' —n N — Z oo I 1 co N Z I I _ • g — ` /t _FG N I11—nl_ _ _ I — I I— (3) #5 CONT z — I —,. #5 CONT 1'-8" 1,•8,.,O 3 5 CONT 1 5 CONT # 3" MIN. COV. ENGINEER 4" CONC. #5 CONT DRIVEWAY 3" MIN. COV. 1'-8" 4" (3) #5 CONT 3' MIN. COV. 4 1 —8" 4 (3) #5 CONT 3' MIN. COV. 4 " 4 — V-8" 4" (3) #5 CONT (3) #5 CONT 3 MIN. COV. 3') MIN. COV. 1'-8" 4" (3) #5 CONT 3" MIN. COV. 1 BEARING FOOTER 2 FOOTER AT OHGD �: 3" MIN. COV. n CURB SECTION (BEARING) LOAD BEARING INTERIOR STEP 1 _— LOAD BEARING INTERIOR STEP 4A 3" MIN. COV. EXTERIOR STEP (BEARING) NON LOAD BEARING INTERIOR SCEP DETAIL s INTERIOR BEARING 7 SCALE: 3/8" = 1'-0" INTERIOR BEARING 7A scALE: t/z" = I'—o" THICKENED EDGE 8 SCALE: 3/8" = l'-0" 3" MIN. COV. SL GLASS DOOR SECTION 9 SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" 3/8" = 1'-0" `� SCALE: 3/8" = 1'-0" SCALE: 3/8" = l'-0" SCALE: 1/2" = 1'-0" SCALE: 3/8' V-0' SCALE: 3/8" = 1'-0" ' — #5 REBAR z 81 VARIES 8" N I FF 3 1/2 FO LllI (1) #5 CONT —1 (3) #5 CONT 1,-8" 4" 3" MIN. COV. 10 CURB SECTION AT SHOWER SCALE: 3/8" = 1'-0" 8" VARIES 8" 3 1/2" (1) #5 CONT (1) #5 CONT 0 SECTION AT SHOWER SCALE: 3/8" = 1'-0" ,"--1—#5 REBAR BEYOND � I N9 1/2" '> "t N M M I GONG SLAB I Ll N (3) #5 CONT 1 —8 4 3" MIN. COV. 3A DOOR SECTION SCALE: 3/8" = 1'-0" NOTE•PAVERS CAN BE SUBSTITUTED FOR PATIO SLAB 1/2" DIA x10" A.B. SPACED PER CONNECTOR SCHEDULE (7" MINIMUM EMBEDMENT) GONG SLAB FF G -- 10 I N411, 1 (3) #5 CONT V-8" 4" 3" MIN. COV. 12 FRAME WALL BEARING FOOTER SCALE: 3/8" = 1'-0" #5 REBAR z 5/8" CURB �FG, I � z I N L I (2)//5 CONT 3" MIN COV 12" PROVIDE 25" LAP 13 YANG WALL FOOTER N.T.S. 1'-4" X—X—X—X (2)#5 CONT — 3' MIN COV PROVIDE 25" LAP 14 STRINGER BEARING SCALE: 1/2" = 1'-0" 15 REBAR CONC SLAB 7 5/8" CURB IIS00 (3)#5 CONT 1-� 3" MIN COV PROVIDE 25" LAP 15 CURB SECTION INTEGRAL (BEARING) SCALE: 1/2" = 1'-0" (3) 15 REBAR — 7-1/2=MIN. _/':7 2'-0"F2'—O'4" PIPET (3) #5 PIPE THRU FOOTER SCALE: 3/8" = V-0" = _1 COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of sere remain the property of Mercedes Homes Inc. The reproduction or unautho. use of these documents or any other project without written permission fr('. Mercedes Homes Inc, is strictly prohibited. This design is protected by federal copyright laws. I MASTER REVISION NUMBER F" -- #5 REBAR BEYOND DATE DESCRIPTION DRAWN BY CURB BEYOND z 26AUG03 BLD. 05 N. FARRIS DRAWN BY N M REVISED CHAD W. CONC SLAB 2 08JUN04 REVISED CHAD W. STEVE K. XXXX05BR_01 • SEE REVISION SHEET THE DESIGN SHOWN MEETS LICENSE # PE 39528 N� Z I L_ REV DATE DESCRIPTION DRAWN BY (3) #5 CONT V-8" 4" 29AUG05 3" MIN. COV. ENGINEER X11 SERVICE DOORt SECTION ,"--1—#5 REBAR BEYOND � I N9 1/2" '> "t N M M I GONG SLAB I Ll N (3) #5 CONT 1 —8 4 3" MIN. COV. 3A DOOR SECTION SCALE: 3/8" = 1'-0" NOTE•PAVERS CAN BE SUBSTITUTED FOR PATIO SLAB 1/2" DIA x10" A.B. SPACED PER CONNECTOR SCHEDULE (7" MINIMUM EMBEDMENT) GONG SLAB FF G -- 10 I N411, 1 (3) #5 CONT V-8" 4" 3" MIN. COV. 12 FRAME WALL BEARING FOOTER SCALE: 3/8" = 1'-0" #5 REBAR z 5/8" CURB �FG, I � z I N L I (2)//5 CONT 3" MIN COV 12" PROVIDE 25" LAP 13 YANG WALL FOOTER N.T.S. 1'-4" X—X—X—X (2)#5 CONT — 3' MIN COV PROVIDE 25" LAP 14 STRINGER BEARING SCALE: 1/2" = 1'-0" 15 REBAR CONC SLAB 7 5/8" CURB IIS00 (3)#5 CONT 1-� 3" MIN COV PROVIDE 25" LAP 15 CURB SECTION INTEGRAL (BEARING) SCALE: 1/2" = 1'-0" (3) 15 REBAR — 7-1/2=MIN. _/':7 2'-0"F2'—O'4" PIPET (3) #5 PIPE THRU FOOTER SCALE: 3/8" = V-0" = _1 COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of sere remain the property of Mercedes Homes Inc. The reproduction or unautho. use of these documents or any other project without written permission fr('. Mercedes Homes Inc, is strictly prohibited. This design is protected by federal copyright laws. I PLUMNOTE.dwg 10/10/00 PLUMBING NOTE: SEE FLOORPLAN (SHEET A1) FOR EXACT LOCATION OF PLUMBING FIXTURES AND PLUMBING WALLS, ETC. s 0 1 Al MASTER REVISION NUMBER REV DATE DESCRIPTION DRAWN BY APPROVAL 0 26AUG03 BLD. 05 N. FARRIS DRAWN BY 1 19DECO2 REVISED CHAD W. STEVE K. 2 08JUN04 REVISED CHAD W. STEVE K. XXXX05BR_01 SEE REVISION SHEET THE DESIGN SHOWN MEETS LICENSE # PE 39528 OR EXQEEDS SECTION 1606, JOB REVISIONS CHAPTER 16 OF THE 2001 EDITIUIN F8C.. REV DATE DESCRIPTION DRAWN BY APPROVAL 0 29AUG05 SPEC D SWIFT ENGINEER PLUMNOTE.dwg 10/10/00 PLUMBING NOTE: SEE FLOORPLAN (SHEET A1) FOR EXACT LOCATION OF PLUMBING FIXTURES AND PLUMBING WALLS, ETC. s 0 1 Al 4 -UNIT TIVOLI TOWNIIOMES FOUNDATION PLAN SCALE (UNO): cos d ORL-000286-05 SHEET: 1/4" = 1'-0" ORL-000289-05 St I DRAWN BY SCT #715 4 5 WALLS; PROD. DEV. CHECKED BY MASTER # X XXXX05BR_01 u STEPHEN E. KASTNER P.E. THE DESIGN SHOWN MEETS LICENSE # PE 39528 OR EXQEEDS SECTION 1606, CHAPTER 16 OF THE 2001 EDITIUIN F8C.. MICHAEL P. MELZER P.E. LICENSE ## PE 41101'�- 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 FOR STRUCTURAL CERTIFICATION ONLY 11' C C: Lr 88'-8" (TOTAL BUILDING LENGTH) WINDOWS IN RELATION TO LANDING/TREADS (TEMP. NOT NEEDED) W1 = 5-8 13/16" = 10'-9 5/16" = 7'-7 1/2" * THIS IS THE HEIGHT FROM THE LANDING/ TREAD TO BOTTOM OF WINDOW. UNIT #1 /ABBEY � UNIT #2/ AUSTIN � UNIT #3/ MADISON UNIT #4/ AY�BEY COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. MASTER REVISION NUMBER REV 5'-8" 11'-0" APPROVAL 5'-8" 5-8" 10'-10" 5'-6" 6'-0" rL 8'-7" 7'-5" 19DECO2 5'-8" STEVE K. 11'-0" 08JUN04 REVISED CHAD W: STEVE K. THE DESIGN SHOWN MEETS OR EXCEEDS -SECTION 1606, CHAPTER 16 OF THE 2001 EDITIE C. MICHAEL P. MELZER P.E. SEE REVISION SHEET - -- - 1 JOB REVISIONS Rockledge, FL 32955 Phone: (321)-636-0489 REV DATE DESCRIPTION DRAWN BY APPROVAL 0 29AUG05 SPEC D SWIFT ENGINEER 2 1 5141 HR 5141 HR F.R.P. I F. R. 5141 HR 5141HR F.R.P. F.R.P. 5141HR 3020FX F.R.P. F.R.P. 5141HR 5141HR EGRESS EGRESS EGRE S EGRESS EGRESS TEMP EGRESS EQ RESS ■ /1SH _1R ETU/SHWR:2-(W.I. BEDROOM 3 # BEDROOM #2 BEDROOM 2 co 5 -2 ARP. l- BEDROOM 3 # 9'-0"/ CARPET BEDROOM #2 9'-0"/ CARPET BEDROOM #3 .v_ o BEDROOM #2 ■ 9'-0"/ CARPET ■ 9'-0"/ CARPET 2668 BATH #1 C o 00 9'-0"/ CARPET cv iv N 9'-0"/ CARPET iv I 0 C V V iv N 9'-0"/ CARET I I I I 9'-0"/VINYL I I N N N (V I tOA10TL N N 24" HIGH PLATFORM N VSB48 D1 D1 W/ RETURN BELOW Mc 5'-0" o 24" HIGH PLATFORM ° i7 24" HICH PLATFORM W/ RETURN BELOW ® ® I 1RD 1 W/ RETURN BELOW 10„ rv5'- " I 1'-10„ 7., 3 _ 2.-8.. 5,-2., 4.. 3 _4,. -4.. 3' ., 1'-10.. �- "ao 6'-2.. ,_2.. 2.-8„ 5,-2„ 4, 5,-21. 2,-8.. -6.. 3 - ,. 1'-10" 00 (0 QD 4068BF N 00 (0 LO N 0Ur o r� 4068BF (0 co 00 N N N N N 6x6 9 _n.. N N N N `j 6 �) A� CL. ® I W.I.C. ( CARP 6 c° CL. VEN 068 = CL. to ' x a SHOWER . INK L 1 t I IAR I I CL`j i� rop'rb - N M 'I i9 N 1 DRYER (WASHER I I I I 1 I rt - - - _ _ - 1RD/1SH - - - - 1RD/iSH AHU -0"/ I A �� / 2RD 2SVENT ® LOCATION OCATION _ _ J N`t___mM. cn BATH q- I i AHU "' 1 RD 1- / SH1RD/1S V 2RD/2SH AHU - ENT 1R �_J UTILITY V to t,9'-0"/VINYL 9 m V VENT Z TILITY /15H UTILI Z I W0 I BATH #1 UTILITY r Ofa -- I I —� PAN BATH #1 I FW I Mc a' o I 9'- "/ VINYL 2668 w� W,I, 9'-0" VINYL or v / I 9'-0'/VIN v C - --- co o U 9'-0"/ VINYL N = 9'-0' NYL I c¢i� I / o i _J - r DRAI PAN ,� 0 9'-0' VINYL / = / Y ATH V � C I of 9' r- I I /� DRAIN t- _ J r c RP, R I 2868 rL HU co I N - V TUB/ SHWR _ I ao I GRAIN I - PANT z V C Tn I p6$ 2 VSB36 I SHWR ® AN�- Z -� I I I MC ` _ _ vSB3 2 X68 �n C Z�� V jl o w ■ _ _ 2 4 FURRED WALL I Q I Mc ° 0 �- I ° 9'-0'/ VINYL 4 C V I a I I� 0 13 I I<- I 1 I I DUCT ° We MC 4SH I a I 2868 3 2x4 FURR WALL D J 2868 4SH we we o I i t- J D1 2868 l—_J L J 3'-0" 1'-0 2'-6" � 1RD 1SH — — -j 36x60 SHOWER — 5'-8" c o`° I FUR OUT = PLUMB WALL o 1RD 1SH 1 - - 3r1owE W.I.0 I o TUB/SHWR ��� o - r- - t° o 9 I ■ TE D V 'I I ■ I 24" HIGH PLATFORM ■ I I°� I,xa I I - "ol -0"/CARP. = LOFT 1'-0" 1 -PASS TE - -1 I I G S M. BAT 8 WITH RETURN BELOW I "� INK - 1'-0" LOFT _ - o - MC Ln Ln --- _0 9'-0"/ CARPET I �� xa I ( FE OUT PL MB WAL DN I - - D1Ln I I -a 9'-0"/ CARPET o 10'-6" - 5'-0" I <5'-16., 4. 3.. 2 - .. 4._3., 91-011/v�� 11'-2" I ---- 3'- " 3'-2' 4'-0" 11'-4" 5'-6"col 5'-0' 10'-6" _ M, BATH co ' -' I(DR 2 -� � 6 tAV DN 7 W.I. I '-0" CAR I � .� M. BATH 1' 4.. - - m _ 9 -0 / VINYL N C I ■ 0 I �, I 2'-10 2'- I m > ■ D1 m MASTER SUITE ® N C m 9'-0"/ VINYL _ _ 1-4.. KNEE WALL m 2068 BF RAKE WALL " p Z DO Uo 9'-0" / CARPET 4 H m CC, -KNEE TO 42" AFF `n SH ��oro� V > K m TO 42" A=F - - I CL. W/STAIR Y =� CL. I - - ;° ®3-6 C J x OD U rn rn F — — — >: OPEN To 6, C> -� V OPEN TO LOPEN 2'-7" -2" as I N V co M TO BELOW -- BELOW 2668 68 PKT ■ BELOW N ■ �j PEN TO OBELOW ® 2668 PK 2668 I in o l �, I I co 2'-9" 4'- x LL i - 2'-gJ3'-7' 13'-7' o - - - - -N DN 2x8 FRA ANG DN o 0 0 x 2 RAMING�y o ■ MASTER SUITE ® ® N 205 X 2050FX 9'-0" / CARPET 0 OFX 30 0FX 3050SH 3050SH J x o J MASTER SUITE I - i I EGRESS MASTER SUITE N 0 LX LO T O 9'-0" / CARPET 3 I I cD 2 I I w I 9'-0" / CARPET z oo � o I oN ioo W �i ® I I IL Q d I w r7 x8 F A INC W1 ■ a_Do W1 2x8 F A IN I N O I g U N 2050FX 2050FX 2050FX N I 2050FX 2050FX 2050FX ■ 1 CMU PA APET ■ 1 0 0 I 4 co (2) 3050'SH 30 0SH EGRESS 30 SH 30 0SH 30 SH EGRESS EGRESS EGRESS EGRESS 2'-3" 3'-0" 3'-0" 2'-3" 3'-4" 5'-6" 3'-0" 2'-4" 6'-0" 2'-0" 6'-0" 5'-8" 2'-9" 5'-6" '-6" 5•-6" 2'-9" 3'-0" 5'-6" 3'-4" 2'-3" 3'_0" 3'-0" 2'--3" 10'-6" 11'-10" 10'-4" 11'-8" 10'-4" 11'-8" 11-10 10'-6" 22'-4" 22'-0" It22'-0" 22'-4" WINDOWS IN RELATION TO LANDING/TREADS (TEMP. NOT NEEDED) W1 = 5-8 13/16" = 10'-9 5/16" = 7'-7 1/2" * THIS IS THE HEIGHT FROM THE LANDING/ TREAD TO BOTTOM OF WINDOW. UNIT #1 /ABBEY � UNIT #2/ AUSTIN � UNIT #3/ MADISON UNIT #4/ AY�BEY COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. ____1 F.R,P. -- FIRE RATED PLYWOOD WITHIN 4'-0" OF PARTY WALL. DESIGNED PER FLORIDA FIRE PREVENTION CODE, 2004 ED. PARTY WALL NOTE: SEE PARTY WALL SECTION. ON T4 FOR FIRE RATING I MASTER REVISION NUMBER REV DATE DESCRIPTION DRAWN BY APPROVAL 0 26AUG03 BLD. 05 N. FARRIS DRAWN BY PROD. DEV. 1 19DECO2 REVISED CHAD W. STEVE K. 2 08JUN04 REVISED CHAD W: STEVE K. THE DESIGN SHOWN MEETS OR EXCEEDS -SECTION 1606, CHAPTER 16 OF THE 2001 EDITIE C. MICHAEL P. MELZER P.E. SEE REVISION SHEET - -- - 2605 JOB REVISIONS Rockledge, FL 32955 Phone: (321)-636-0489 REV DATE DESCRIPTION DRAWN BY APPROVAL 0 29AUG05 SPEC D SWIFT ENGINEER ____1 F.R,P. -- FIRE RATED PLYWOOD WITHIN 4'-0" OF PARTY WALL. DESIGNED PER FLORIDA FIRE PREVENTION CODE, 2004 ED. PARTY WALL NOTE: SEE PARTY WALL SECTION. ON T4 FOR FIRE RATING I 4 -UNIT TIVOLI TOWNHOMES 2nd FLOOR, PLAN SCALE (uND): CDsN ORL-000286-05 SHEET: 1/4" = V-0" ORL-000289-05 �� DRAWN BY PROD. DEV. SCT '71545 WALLS: CHECKED BY MASTER # X I XXXX05BR_01 STEPHEN E. KASTNER P.E. LICENSE # PE 39528 THE DESIGN SHOWN MEETS OR EXCEEDS -SECTION 1606, CHAPTER 16 OF THE 2001 EDITIE C. MICHAEL P. MELZER P.E. LICENSE # PE 41 101 - -- - 2605 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 FOR STRUCTURAL CERTIFICATION ONLY h� `y S� �l 1 FOUNDATION PLAN SCALE = 1/4" = 1' -0 11 SEE ELEVATION ItJ 8" TIE BEAM #5 VERTICAL AT 4' ON CENTER IN GROUTED CELL FG .Z o L i I ITr � Iilll I I �II Z — (2) #5 CONT 1,-4,r 3" MIN. COV, Pwi 1 COURTYARD WALL SECTION zee! SCALE: NTS F0991% FLOOR PLAN SCALE = 1/4" = V-0" MIRROR COURTYARD FOR UNIT # 4 COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc, The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. MASTER REVISION NUMBER REV ■ DESCRIPTION DRAWN BY APPROVAL COURTYARD 26AUG03 PAVERS ■ 1 19DECO2 1'-4" cqT STEVE K. 2 08JUN04 6'-8" S-0" 101-0" XXXX05BR-01 FLOOR PLAN SCALE = 1/4" = V-0" MIRROR COURTYARD FOR UNIT # 4 COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc, The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. RON DOOR V-4 1'-4" 6"X6"X3/4" STUCCO SQUARE 16"X16" PEDESTAL DETAIL #2 SCALE: 1/4" = V-0" FRONT ELEVATION SCALE = 1/4" = V-011 MASTER REVISION NUMBER REV DATE DESCRIPTION DRAWN BY APPROVAL 0 26AUG03 BLD. 05 N. FARRIS DRAWN BY 1 19DECO2 REVISED CHAD W, STEVE K. 2 08JUN04 REVISED CHAD W, STEVE K. XXXX05BR-01 SEE REVISION SHEET THE,DESIGN` SHOWN MEETS LICENSE # PE 39528 OR -EXCEEDS -SECTION 1-606, JOB REVISIONS CH;AtiPTER 16 OF THE" 2001 EL�ITIOIv F -,' REV DATE DESCRIPTION DRAWN BY APPROVAL 0 29AUG05 SPEC D SWIFT ENGINEER RON DOOR V-4 1'-4" 6"X6"X3/4" STUCCO SQUARE 16"X16" PEDESTAL DETAIL #2 SCALE: 1/4" = V-0" FRONT ELEVATION SCALE = 1/4" = V-011 4 -UNIT TIVOLI TOWNHOMES COURTYARD WALLS (22FT END UNITS) SCALE (UNO): CDS s ORL-000286-05 SHEET: 1/4" = 1'-0" ORL-000289-05 A� DRAWN BY SCT � � 5 4 5 WALLS: PROD. DEV. CHECKED BY MASTER # X XXXX05BR-01 STEPHEN E. KASTNER P.E. THE,DESIGN` SHOWN MEETS LICENSE # PE 39528 OR -EXCEEDS -SECTION 1-606, CH;AtiPTER 16 OF THE" 2001 EL�ITIOIv F -,' MICHAEL P. MELZER P.E. LICENSE # PE 41 101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 FOR "IRUCTURAL. CERTIFICATION ONLY 0. H. = +28'7" L BRG. = +19' WDW. HD = 4" F 2ND. FL. _ +10'- BRG. _ DR. HD.= F. FL. = 0.H_ = +28'7" BRG. = +19'-1 7/ 8"� WDW. HD = +16'-8" 4" Ff 2ND. FL. = +10'-0 3/4" BRG. = +8'-8" F. FL. = 0'-0" UNITS 1 & 4 BUILDING SECTION SCALE: 1/4 = 1'-0' U_HD_ +17'-7 3/4" (2) 2x8 HEADER QRSFOR SLAB/FOOTINGV DETAILS SLAB/FOOTINGv DETAILS UNIT 3 BUILDING SECTION SCALE: 1/4) - 1'-0" '. HD.= +17'-7 3/4" SEE STRUCT. DWGRS. FOR SLAB/FOOTING DETAILS r �c rn r` C C N W L V) C E F V2 L EXTEND CMU WALL UP THROUGH PARAPET 2X6 2X8 LEDGER DIAPHRAM 1EE WALL SUPPORT BRG. - +19'-1 7/8" WDW. HD.= +17'-7 3/4" 2ND.. FL. = +10'-0 3/4" BRG. =_+8 –8 SCALE: 1/4 )) = 1'-0" COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc, The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright lows. la' 113 SECTION AT GARAGE CDS # ORL-000286-05 MASTER REVISION NUMBER ISI DATE DESCRIPTION DRAWN BY APPROVAL 0 26AUG03 BLD. 05 N. FARRIS 1 19DECO2 REVISED CHAD W. STEVE K. 2 08JUN04 REVISED CHAD W. STEVE K. OR EXCEEDS SECTION 1606, SEE >I MICHAEL P. MELZER P.E. DRAIN THROUGH FRONT JOB REVISIONS 1535 Cogswell Street, Suite C-19 REV aI DESCRIPTION DRAWN Bfl WALL OF GARAGE 0 29AUG05 SPEC D SWIFT I M GARAGE ROOF SECTION 1 4 E1 SCALE: NTS 8' CMU LINTEL 1/2" SLOPE TO ROOF W/1#5 CONT. 12" WASH 0 FASTENED 12" O.C. 7• METAL COUNTER • . �. METAL FLASHING CORNER BEAD 8" CONC. HI TUFF O'er SPRAY TEXT. MASONRY LOCK MEMBRANE CEMENT FIN. 8" LINTEL () 4" FIBER CANT. STRIP SEAM CAULK ■ BONDING DECKING - 8- CONC. BLOCK ADHESIVE (TYP IV. FLOOR JOIST PARAPET TOP SCALE: NTS 5 TYPICAL PARAPET/CANT. FLASHING D2 SCALE: NTS BRG. - +19'-1 7/8" WDW. HD.= +17'-7 3/4" 2ND.. FL. = +10'-0 3/4" BRG. =_+8 –8 SCALE: 1/4 )) = 1'-0" COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc, The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright lows. ����ri■iGARAGECONC 4 -UNIT TIVOLI TOWNHOMES 113 SCALE (UNO): CDS # ORL-000286-05 MASTER REVISION NUMBER REV DATE DESCRIPTION DRAWN BY APPROVAL 0 26AUG03 BLD. 05 N. FARRIS 1 19DECO2 REVISED CHAD W. STEVE K. 2 08JUN04 REVISED CHAD W. STEVE K. OR EXCEEDS SECTION 1606, SEE REVISION SHEET MICHAEL P. MELZER P.E. I. JOB REVISIONS 1535 Cogswell Street, Suite C-19 REV DATE DESCRIPTION DRAWN Bfl APPROVAL 0 29AUG05 SPEC D SWIFT I ENGINEER ����ri■iGARAGECONC 4 -UNIT TIVOLI TOWNHOMES 113 SCALE (UNO): CDS # ORL-000286-05 INN 3 =3 1/4" = 1'-0" ORL-000289-05 D2 DRAWN BY SCT fi 71545 WALLS: - PROD. DEV. CHECKED BY MASTER # X XXXX05BR_01 JD ONNIII THE DESIGN SHOWN MEETS LICENSE # PE 39528 OR EXCEEDS SECTION 1606, mini: CHAPTER 16 OF THE 2001 EDITION FBC. MICHAEL P. MELZER P.E. I. 1535 Cogswell Street, Suite C-19 : FOR STRUCTURAL CERTIFICATION ONLY 1 ( ■ M13103 0 0 �f ■ d\Li►�■■CTiO - 'G�lzii■■I■O■D 00 'Z.' ' ' :; iaoo ■ w - GARAGE ROOF FLOORPLAN SCALE: 1/4" PARAPET WALL FLASHING FIBERGLASS IS CMU CONSTRUCTION MEMBRANE BASE SHEET STRIP SCUPPER W/ FLASHING MEMBRANE EXTEND TO FRONT EDGE OF SCUPPER ROOF MEMBRANE ASPHALT PRIMER SET SCUPPER WITH FLANGES PRIMED IN. FLASH ADHESIVE — NAIL 3" O.C. SYSTEM BASE PLY(S) CANT STRIP SET IN BITUMEN OR FLASH ADHESIVE DECK AS SPECIFIED SCUPPER DETAIL SCALE: NTS 4 -UNIT TIVOLI TOWNHOMES BUILDING & STAIR SECTIONS SCALE (UNO): CDS # ORL-000286-05 SHEET: 1/4" = 1'-0" ORL-000289-05 D2 DRAWN BY SCT fi 71545 WALLS: - PROD. DEV. CHECKED BY MASTER # X XXXX05BR_01 JD STEPHEN E. KASTNER P.E. THE DESIGN SHOWN MEETS LICENSE # PE 39528 OR EXCEEDS SECTION 1606, CHAPTER 16 OF THE 2001 EDITION FBC. MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge. FL 32955 Phone: (321)-636-0489 FOR STRUCTURAL CERTIFICATION ONLY 0. H. _ +28'7" 6" TEXTURED CEMENT BAND 5:12 PITCH 1,J NOTE: FEATHER IN 12 STUCCO / BUILD 4" THICK 5:12 PITCH 0 12" VENT W/ IRONCROSS BARS 6" TEXTURED CEMENT BAND 12 5� 5:12 PITCH 6" TEXTURED CEMENT BAND COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright lows. _ BRG, _ +19'-1 7/8" BRG. = +19'-1 7/8" _ _ - WDW, HD,= +17'-7 3/4" W. HD.= +17'-7 3/4" CL- - - - - TEXTURED CEMENT BAND ys TEXTURED CEMENT BAND DETAIL #1 LJ ]]I I LJ Ldl 1. IL-11 LEI LE 1E, I- [1i [Ii iLLk 6°X6"X3/4" TEXTURED CEMENT SQUARE 6"X6"X3/4" TEXTURED CEMENT SQUARE o F T] +6' +12' +0' 12 +10' +0" ❑ ❑ +12' ❑ ❑ +6 , 2ND. FL, _ +10'-0 3/4" ❑ ❑- - ❑ ❑ ❑ 5� ❑ _ ❑ _ ❑ _ 5:12 PITCH -1 N, - - - - - - 2ND. FL. _ +10 -0 3/4 - 9'-9" BRG. _ +8'-8" F SH TEXTURED CEMENT @EXP, JOINT - FLUSH TEX URED CEMENT @ EXP. JOINT ❑_ - ❑ - ❑ _ - FLUSH TEXTURED EMENT @ EXP, I - - BRG. - - - - ---- 8 r - 5-r O r-- -8,�— _ 2'-0" 2'-0" - 872 PITC - - - n 11' L 5 11" I �` 12 I 11" 11 �n 2'-0" 2'-0' +8' iv 5 DR, HD.= +6'-8" - - - - o - - - G.DR, HD,= +6'-4" ;� `D 1'-0" I `� 110 7 b `° i DR. HD.= +6'-4" N I � � 1 � E2F= 8"DIAG. TEXTURED C MENT SCORE 00 mU U T"DIAG. TEX URED CEMENT SCORE I r� rn El _F] R I - Ln I I� cflEl❑ I�� N ❑ I ro F, FL. 0'-0" .14 18X6 FOAM CORBLE 4 1'-5"_7 4'-0" 3'-1" FOAM CORBEL 3'-1" 4'-0" 1'- L18X6 FOAM CORBLE (2)WEEP HOLES ® GRADE D2 TEXTURED CEMENT BAND (2)WEEP HOLES 0 GRADE SPACED EQUALLY - TYPICAL\_6" TEXTURED CEMENT BAND FOAM CORBEL TEXTURED CEMENT BAND SPACED EQUALLY - TYPICAL SEE DETAIL ##2 6"X6"X3/4" STUCCO SQUARE SEE A3 FOR SEE DETAIL ##2 COURTYARD WALLS SEE A3 FOR UNIT #1 UNIT #2 UNIT #3 UNIT ##4 COURTYARD WALLS WORSTCASE.dwgI-RE S S1 URE' INFO 20SEP02 IRON DOOR FRONT ELEVATION ., N WINDOW PRESSURE AND ENGINEERING NOTE: _ ' " T1 SHEET FOR WINDOW DESIGN PRESSURES EDGE STRIP (COMPONENTS �C CLADDING) 5.0 o ❑ o SCALE = 1 �/� = 1 - O SEE s — I AND STRUCTURAL ENGINEERING INFORMATION. N END ZONE (MWFRS) 10 WORST CASE WINDOW DESIGN PRESS. .-40.4 psf 1'-4 1'-4" 6X6X3/4' STUCCO SQUARF.R.P. = FARE .RATED PLYWOOD E WITHIN 4'-0" OF PARTY WALL. 16"X16" PEDESTAL INTERIOR FIRE SEPERATION WALL INTERIOR FIRE SEPERATION WALL DETAIL #2 / E1 — _ — 0. H. _ +28'7" - 0. H. _ +28'7„ SCALE: 1/4" = V-0" BRG. = +19'-1 7/8" - WDW. HD_ +16'-8 3/4" - 2ND. FL. _ +10'-0 3/4" - BRG.=+8'-8" - - FOAM CORBLE F. FL. = 0'-0" OFF -RIDGE VENT 12 5[,-�, 5:12 PITCH OFF -RIDGE VENT — I 1I I 1 +34.0 I I I , ZONE 5 I I -36.2o�f I I , 1 I I 1 +32;8p -f +32.8pe I I +32.8pl i i +32.8Pe +32.8p I I +32.8w -35.0o.f-35.09of I I -35.0-f I I-35.OPd -35.Ow I I -35.0 I I co I 1 (D I I I I I I I I 1 1 I I i i l i l l i i FLUSH TEXTURED CEMENT @ EXP. JOINT , I I I FLUSH TEXTURED CEMENT @ EXP, JOINT I I - - - - - - - - - I I I I 1 1 I , , +0" I 1 I I -7'-4" - -7' +33.3f»f ±35.3 p.f I I I -35.5 f,ef I I I I I 1 I I I I I I I I I I I I I I I I I I COMP i COMP i i COMP I 1 I I - - - - _T - - - UNIT #4 UNIT #3 UNIT #2 UNIT #1 REAR ELEVATION SCALE = 1/4" = 1'-0" 12 ----d5 ZONE 5 +32.8-f -35.0w TYPICAL ELEVATION DETAIL NOTES., * OVERHANGS ARE 1' / RAKES ARE 8" U.N.O. * HEADER HEIGHTS ARE 6'-8" U,N,O. (1st FLOOR) * ROOF PITCHES ARE 5:12U.N.O. * EXTERIOR FINISH IS TEXTURED CEMENT * CEMENT BANDS ARE 6"X3/4" THICK U,N,O. BRG. = +19'_1 7/8" WDW. HD = +16'-8 3-1/4" 2ND. FL. = +10'-0 3/4" BRG. _ +8'-8 +0" FOAM CORBLE 1 COMP F. FL. = 0'-0" e s O r MASTER REVISION NUMBER REV DATE DESCRIPTION DRAWN BY APPROVAL 0 26AUG03 BLD. 05 N. FARRIS DRAWN BY 1 19DECO2 REVISED CHAD W. STEVE K. 2 OBJUN04 REVISED CHAD W. STEVE K. XXXX05BR_01 JD SEE REVISION SHEET THE DESIGN:.SHOWN .MEETS LICENSE ## PE 39528 OR EXCEEbS SECTfON ,1;606, JOB REVISIONS CHAPTER 16 7HE 2001 EDITIOLN-F-W. --- 1 ' REV DATE DESCRIPTION DRAWN BY APPROVAL. 0 29AUG05 SPEC D SWIFT ENGINEER _ BRG, _ +19'-1 7/8" BRG. = +19'-1 7/8" _ _ - WDW, HD,= +17'-7 3/4" W. HD.= +17'-7 3/4" CL- - - - - TEXTURED CEMENT BAND ys TEXTURED CEMENT BAND DETAIL #1 LJ ]]I I LJ Ldl 1. IL-11 LEI LE 1E, I- [1i [Ii iLLk 6°X6"X3/4" TEXTURED CEMENT SQUARE 6"X6"X3/4" TEXTURED CEMENT SQUARE o F T] +6' +12' +0' 12 +10' +0" ❑ ❑ +12' ❑ ❑ +6 , 2ND. FL, _ +10'-0 3/4" ❑ ❑- - ❑ ❑ ❑ 5� ❑ _ ❑ _ ❑ _ 5:12 PITCH -1 N, - - - - - - 2ND. FL. _ +10 -0 3/4 - 9'-9" BRG. _ +8'-8" F SH TEXTURED CEMENT @EXP, JOINT - FLUSH TEX URED CEMENT @ EXP. JOINT ❑_ - ❑ - ❑ _ - FLUSH TEXTURED EMENT @ EXP, I - - BRG. - - - - ---- 8 r - 5-r O r-- -8,�— _ 2'-0" 2'-0" - 872 PITC - - - n 11' L 5 11" I �` 12 I 11" 11 �n 2'-0" 2'-0' +8' iv 5 DR, HD.= +6'-8" - - - - o - - - G.DR, HD,= +6'-4" ;� `D 1'-0" I `� 110 7 b `° i DR. HD.= +6'-4" N I � � 1 � E2F= 8"DIAG. TEXTURED C MENT SCORE 00 mU U T"DIAG. TEX URED CEMENT SCORE I r� rn El _F] R I - Ln I I� cflEl❑ I�� N ❑ I ro F, FL. 0'-0" .14 18X6 FOAM CORBLE 4 1'-5"_7 4'-0" 3'-1" FOAM CORBEL 3'-1" 4'-0" 1'- L18X6 FOAM CORBLE (2)WEEP HOLES ® GRADE D2 TEXTURED CEMENT BAND (2)WEEP HOLES 0 GRADE SPACED EQUALLY - TYPICAL\_6" TEXTURED CEMENT BAND FOAM CORBEL TEXTURED CEMENT BAND SPACED EQUALLY - TYPICAL SEE DETAIL ##2 6"X6"X3/4" STUCCO SQUARE SEE A3 FOR SEE DETAIL ##2 COURTYARD WALLS SEE A3 FOR UNIT #1 UNIT #2 UNIT #3 UNIT ##4 COURTYARD WALLS WORSTCASE.dwgI-RE S S1 URE' INFO 20SEP02 IRON DOOR FRONT ELEVATION ., N WINDOW PRESSURE AND ENGINEERING NOTE: _ ' " T1 SHEET FOR WINDOW DESIGN PRESSURES EDGE STRIP (COMPONENTS �C CLADDING) 5.0 o ❑ o SCALE = 1 �/� = 1 - O SEE s — I AND STRUCTURAL ENGINEERING INFORMATION. N END ZONE (MWFRS) 10 WORST CASE WINDOW DESIGN PRESS. .-40.4 psf 1'-4 1'-4" 6X6X3/4' STUCCO SQUARF.R.P. = FARE .RATED PLYWOOD E WITHIN 4'-0" OF PARTY WALL. 16"X16" PEDESTAL INTERIOR FIRE SEPERATION WALL INTERIOR FIRE SEPERATION WALL DETAIL #2 / E1 — _ — 0. H. _ +28'7" - 0. H. _ +28'7„ SCALE: 1/4" = V-0" BRG. = +19'-1 7/8" - WDW. HD_ +16'-8 3/4" - 2ND. FL. _ +10'-0 3/4" - BRG.=+8'-8" - - FOAM CORBLE F. FL. = 0'-0" OFF -RIDGE VENT 12 5[,-�, 5:12 PITCH OFF -RIDGE VENT — I 1I I 1 +34.0 I I I , ZONE 5 I I -36.2o�f I I , 1 I I 1 +32;8p -f +32.8pe I I +32.8pl i i +32.8Pe +32.8p I I +32.8w -35.0o.f-35.09of I I -35.0-f I I-35.OPd -35.Ow I I -35.0 I I co I 1 (D I I I I I I I I 1 1 I I i i l i l l i i FLUSH TEXTURED CEMENT @ EXP. JOINT , I I I FLUSH TEXTURED CEMENT @ EXP, JOINT I I - - - - - - - - - I I I I 1 1 I , , +0" I 1 I I -7'-4" - -7' +33.3f»f ±35.3 p.f I I I -35.5 f,ef I I I I I 1 I I I I I I I I I I I I I I I I I I COMP i COMP i i COMP I 1 I I - - - - _T - - - UNIT #4 UNIT #3 UNIT #2 UNIT #1 REAR ELEVATION SCALE = 1/4" = 1'-0" 12 ----d5 ZONE 5 +32.8-f -35.0w TYPICAL ELEVATION DETAIL NOTES., * OVERHANGS ARE 1' / RAKES ARE 8" U.N.O. * HEADER HEIGHTS ARE 6'-8" U,N,O. (1st FLOOR) * ROOF PITCHES ARE 5:12U.N.O. * EXTERIOR FINISH IS TEXTURED CEMENT * CEMENT BANDS ARE 6"X3/4" THICK U,N,O. BRG. = +19'_1 7/8" WDW. HD = +16'-8 3-1/4" 2ND. FL. = +10'-0 3/4" BRG. _ +8'-8 +0" FOAM CORBLE 1 COMP F. FL. = 0'-0" e s O r 4 -UNIT TIVOLI TOWNHOMES FRONT ELEVS. SCALE (UNO): CDS # ORL-000286-05 SHEET; 1/4" = 1'-0" ORL-000289-05 El DRAWN BY SCT fl 71545 WAILS: PROD. DEV. 1D CHECKED BY MASTER # X XXXX05BR_01 JD STEPHEN E. KASTNER P.E. THE DESIGN:.SHOWN .MEETS LICENSE ## PE 39528 OR EXCEEbS SECTfON ,1;606, CHAPTER 16 7HE 2001 EDITIOLN-F-W. --- 1 ' MICHAEL P. MELZER P.E. LICENSE ## PE 41 101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 FOR STR0CTURAL CERTIFICATION ONLY PT 2x4 LEDGER ANCHORED TO CMU W/ 1/4"4x2 3/4" TAP CONS @ 12" 0/C-2 PL 12 8� 8'- =5 7 8 AFF/� MONO TRUSS 7'-4" AFF�/�JJ 18x6 FOAM 6" 2'-0" CORBEL GARAGE I -n— — — — a) GARAGE MONO -ROOF Et SCALE: 1/4" = 1'-0" O.H. = +28'7" BRG. =— +19'-1 7 8" — _ WDW. HD.=+17'-7 3/4" TEXTURED CEMENT BAND 2ND. FL. _+10'-0 3/4 — BRG. _ +8'-8" — — DR. HD,= +6'-8" COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. WINDOW PRESSURE AND ENGINEERING NOTE:. SEE T1 SHEET FOR WINDOW DESIGN PRESSURES AND STRUCTURAL ENGINEERING INFORMATION, n �� n JJ FT 111 WORSTCASE,dwg PRESSURE INFO 20SEP02 0 10'-6" EDGE STRIP (COMPONENTS & CLADDING) = 5.0' END ZONE (MWFRS) = 10 ' F. FL_= 0'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ WORST CASE WINDOW DESIGN PRESS.= —34.7 psf 117777777 PT 2x4 LEDGER ANCHORED TO CMU W/ 1/4"4x2 3/4" TAP CONS @ 12" 0/C-2 PL 7' MONO TRUSS 5 128'-5 1/4" AFF® 7'_0" AFF 3'-6ya" 18x6 FOAM CORBEL FRONT DOOR MONO -ROOF SCALE: 1/4" = 1'-0" I 1 e IV/\V I VfIIVI VVI\ULL LEFT ELEVATION SCALE = I/4" = V-0" l COURTYARD WALLS J COURTYARD WALLS RIGHT CLEVATION SCALE = 1/4" = 1'-0" TYPICAL ELEVATION DETAIL NOTES: * OVERHANGS ARE 1' / RAKES ARE 8" U.N.O. * HEADER HEIGHTS ARE 6'-8" U.N.O. (1st FLOOR) * ROOF PITCHES ARE 5:12 U.N.O. * EXTERIOR FINISH IS TEXTURED CEMENT * CEMENT BANDS ARE 6"X3/4" THICK U.N.O. O.H. = +28'7" _4BRG. = +19'_1 7/8' WDW. HD.= +17'-7 3/4" TEXTURED CEMENT BAND MASTER REVISION NUMBER REV DATE DESCRIPTION DRAWN BY APPROVAL 0 26AUG03 BLD. 05 N, FARRIS DRAWN BY PROD.. DEV. 1 19DECO2 REVISED CHAD W. STEVE K, 2 08JUN04 REVISED CHAD W, STEVE K. XXXX05BR_01 SEE REVISION SHEET THE DESIGN SHOWN: MEETS LICENSE # PE 39528 OR EXCEEDS SECTION - 1606, JOB REVISIONS CHAPTER 16, OF THE 2001 EDITION FB . REV DATE DESCRIPTION DRAWN BY APPROVAL 0 29AUG05 SPEC D SWIFT ENGINEER WINDOW PRESSURE AND ENGINEERING NOTE:. SEE T1 SHEET FOR WINDOW DESIGN PRESSURES AND STRUCTURAL ENGINEERING INFORMATION, n �� n JJ FT 111 WORSTCASE,dwg PRESSURE INFO 20SEP02 0 10'-6" EDGE STRIP (COMPONENTS & CLADDING) = 5.0' END ZONE (MWFRS) = 10 ' F. FL_= 0'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ WORST CASE WINDOW DESIGN PRESS.= —34.7 psf 117777777 PT 2x4 LEDGER ANCHORED TO CMU W/ 1/4"4x2 3/4" TAP CONS @ 12" 0/C-2 PL 7' MONO TRUSS 5 128'-5 1/4" AFF® 7'_0" AFF 3'-6ya" 18x6 FOAM CORBEL FRONT DOOR MONO -ROOF SCALE: 1/4" = 1'-0" I 1 e IV/\V I VfIIVI VVI\ULL LEFT ELEVATION SCALE = I/4" = V-0" l COURTYARD WALLS J COURTYARD WALLS RIGHT CLEVATION SCALE = 1/4" = 1'-0" TYPICAL ELEVATION DETAIL NOTES: * OVERHANGS ARE 1' / RAKES ARE 8" U.N.O. * HEADER HEIGHTS ARE 6'-8" U.N.O. (1st FLOOR) * ROOF PITCHES ARE 5:12 U.N.O. * EXTERIOR FINISH IS TEXTURED CEMENT * CEMENT BANDS ARE 6"X3/4" THICK U.N.O. O.H. = +28'7" _4BRG. = +19'_1 7/8' WDW. HD.= +17'-7 3/4" TEXTURED CEMENT BAND F. FL. = 0'-0" 2ND. FL. = +10'-0 3/4" ilk BRG. _ +8'-8" CDS H ORL-000286-05 DR. HD,= +6'-8" F. FL. = 0'-0" 4 -UNIT TIVOLI TOWNHOMES SIDE ELEVS. SCALE (UNO): CDS H ORL-000286-05 SHEET: 1/4" = 1'-0" ORL-000289-05 �' DRAWN BY PROD.. DEV. SCT 71545 WALLS: CHECKED BY MASTER # X XXXX05BR_01 STEPHEN E. KASTNER P.E. THE DESIGN SHOWN: MEETS LICENSE # PE 39528 OR EXCEEDS SECTION - 1606, CHAPTER 16, OF THE 2001 EDITION FB . MICHAEL P. MELZER P.E. LICENSE # PE 41101 n 2005 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 FOR STRUCTURAL CERTIFICATION ONLY 125 AMP 24 CIRCUIT MAIN LUG PANEL TYPICAL FOR ALL UNITS 4 3 2 1 125 AMP 125 AMP F172. 1125 AMP 24 CIR 24 CIR 24 CIR 2" PVC SCHEDULE 80 1/0 XHHW x 3 #6 GREEN THHN CU TYPICAL FOR ALL UNITS 8' GRD RODS UNIT BREAKERS TYPICAL 400 AMP DISC 400 AMP, SINGLE 0- GROUND BUS U PHASE MAIN O_ -O NEUTRAL BUS DISCONNECT POWER COMP, TRANSFORMER \-TO 4" PVC SCHEDULE 80 TRANSFORMER 1 0 THHN CU (L1 & L2) 500 XHHW AL / N= 500 XHHW AL GRD CONNECTOR SEE ENERGY CALCS ELECTRICAL SERIVICE LOAD CALCULATIONS 1. PER BUILDING 2. PER UNIT NOTE: ALL ELECTRICAL IN BEDROOMS ARE ALL FAULT PROTECTED PER SEC NEC 210.12 UNIT #1 /ABBEY UNIT #2 / AUSTIN UNIT #3 /MADISON UNIT #4/ABBEY ELECTRICAL NOTES ALL UNITS:_ * SECURITY SYSTEM IN ALL UNITS * INTERCOM SYSTEM IN ALL UNITS BANK J J Q O3: LL NO Q � W W ry V) D O U 22' END IC RCUIT 1,3 2,4 5,7 6,8 9,11 10,12 13,15 14 16 17 COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. ------- al 0__ �\A Yom'/�ll�J\�\LTJ►% #12 19 SMALL APPLIANCES 1P/20A \)U�1 #12 21 SMALL APPLIANCES 1P/20A 1.5 KW #12 22 (OPT) POOL PUMP 1P/20A 1,5 KW #12 23 GARAGE DOOR OPENER 1P/15A .9 KW #14 24 (OPT) ALARM SYSTEM 1P/20A 1.2 KW #12 25-30 GENERAL LIGHTING 1P/15A 4.8 KW #14 TOTAL LOAD W/O HVAC73 .5 KW SiL'L'1i ���i�.M. ,W, FT. = 4.8 KW -_'1100. ELECTRICAL SERVICE CALCULATION (PER SECTION 220-30 NEC) AHU/HEAT STRIP ® 65% = 3.25 KW KWSx1000w = 102 AMPS FIRST 10,0 KW ® 100 % = 10.0 KW 240 volts 70,251 REMAINDER ® 40% = 11 KW 240 V 293 AMPS TOTAL COMPUTED LOAD = 24.3 KW PROVIDE 125 AMP SERVICE UNIT 2 CALCULATIONS 250,66 GROUNDING CONDUCTOR = 1/0 THHN CU CIRCUIT USE POLE/BREAKER LOAD WIRE SIZ 18,20 DISH WASHR-DISPOSAL 2P/20A 1,2 KW #12 19 SMALL APPLIANCES 1P/20A IP/20A #12 21 SMALL APPLIANCES 1P/20A 1.5 KW #12 22 (OPT) POOL PUMP 1P/20A 1,5 KW #12 23 GARAGE DOOR OPENER 1P/15A .9 KW #14 24 (OPT) ALARM SYSTEM 1P/20A 1.2 KW #12 25-30 GENERAL LIGHTING 1P/15A 4.8 KW #14 TOTAL LOAD W/O HVAC73 .5 KW 20,000 GENERAL LIGHTING CALCS FOR 159 SFx 3 WATTS/SQ. FT. = 4.8 KW REFRI0. 1200x1= 1200x4 UNITS= ELECTRICAL SERVICE CALCULATION (PER SECTION 220-30 NEC) AHU/HEAT STRIP ® 65% = 3.25 KW KWSx1000w = 102 AMPS FIRST 10,0 KW ® 100 % = 10.0 KW 240 volts 70,251 REMAINDER ® 40% = 11 KW 240 V 293 AMPS TOTAL COMPUTED LOAD = 24.3 KW PROVIDE 125 AMP SERVICE UNIT 2 CALCULATIONS 250,66 GROUNDING CONDUCTOR = 1/0 THHN CU CIRCUIT USE POLE/BREAKER LOAD WIRE SIZ 1,3 A/C SYSTEM COND. 2P/40A N/A #8 2,4 AHU HEAT STRIP 2P/50A N/A #8 5,7 A/C SYSTEM COND. 2P/40A N/A #10 6,8 AHU / HEAT STRIP 2P/60A (5,OKW) #6 9,11 RANGE 2P/50A 12.0 KW #6 10,12 WATER HEATER 2P/30A 4.0 KW #10 13,15 DRYER 2P/30A 5.0 KW #10 14 (OPT.) MICROWAVE 1P/20A 1.2 KW #12 16 WASHER -LAUNDRY 1P/20A 1.2 KW #12 17 REFRIGERATOR 1P/20A 1.2 KW #12 18,20 DISH WASHR-DISPOSAL 2P/20A 1.2 KW #12 19 SMALL APPLIANCES 1P/20A 1P/20A #12 21 SMALL APPLIANCES 1P/20A 1.5 KW #12 22 (OPT) POOL PUMP 1P/20A 1.5 KW #12 23 GARAGE DOOR OPENER 1P/15A .9 KW #14 24 (OPT) ALARM SYSTEM 1P/20A 1,2 KW #12 25-30 GENERAL LIGHTING 1P/15A 4.6 KW #14 TOTAL LOAD W/O HVAC 37.3 KW GENERAL LIGHTING CALCS FOR 159 SFx 3 WATTS/SQ. FT. = 4.6 KW ELECTRICAL SERVICE CALCULATION (PER SECTION 220-30 NEC) AHU/HEAT STRIP ® 65% = 3.3 KW KWSx1000w = 102 AMPS FIRST 10.0 KW ® 100 % = 10.0 KW 240 volts REMAINDER ® 40% = 11 KW TOTAL COMPUTED LOAD 24.3 KW PROVIDE 125 AMP SERVICE UNIT 3 CALCULATIONS IC RCUIT USE POLE/BREAKER LOAD WIRE IZ 1,3 A/C SYSTEM COND. 2P/40A N/A #8 2,4 AHU HEAT STRIP 2P/50A N/A #6 5,7 A/C SYSTEM COND, 2P/40A N/A #10 6,8 AHU / HEAT STRIP 2P/60A (5.OKW) #6 9;11 RANGE 2P/50A 12.0 KW #6 10,12 WATER HEATER 2P/30A 4.0 KW #10 13,15 DRYER 2P/30A 5.0 KW #10 14 (OPT.) MICROWAVE 1P/20A 1.2 KW #12 16 WASHER -LAUNDRY 1P/20A 1.2 KW #12 17 REFRIGERATOR 1P/20A 1.2 KW #12 18,20 DISHWASHR- DISPOSAL 2P/20A 1.2 KW #12 19 SMALL APPLIANCES 1P/20A 1P/20A #12 21 SMALL APPLIANCES 1P/20A 1.5 KW #12 22 (OPT) POOL PUMP 1P/20A 1.5 KW #12 23 GARAGE DOOR OPENER 1P/15A .9 KW #14 24 (OPT) ALARM SYSTEM 1P/20A 1,2 KW #12 25-30 GENERAL LIGHTING 1P/15A 4,0 KW #14 TOTAL LOAD W/0 HVAC 36.7 KW GENERAL LIGHTING CALCS FOR 159 SFx 3 WATTS/SQ. FT. = 4.0 KW ELECTRICAL SERVICE CALCULATION (PER SECTION 220-30 NEC) AHU/HEAT STRIP ® 65% = 3.3 KW KWSx:1000w = 102 AMPS FIRST 10.0 KW ® 100 % = 10.0 KW 240 volts REMAINDER ® 40% = 11 KW TOTAL COMPUTED LOAD = 24.3 KW PROVIDE 125 AMP SERVICE 4—UNIT BUILDING CALCULATION (W/22' End Units) MULTI—FAMILY OPT. CALCULATION (220-32) CDS # ORL-000286-05 ORL-000289-05 KITCHEN 1500x2= 3000x4 UNITS= 12,000 LAUNDRY 1500x1= 1500x4 UNITS= 61000 GEN LTS. 1556x3= 4668x4 UNITS= 18,672 DISHWASHER 1200x1= 1200x4 UNITS= 4,800 DISPOSAL 360x1= '360x4 UNITS= 1,440 W -HEATER 4500x1= 4500x4 UNITS= 18,000 DRYERS 5000x1= 5000x4 UNITS= 20,000 RANGES 12,000x1= 12000x4 UNITS= 48,000 HOODS 240x1= 240x4 UNITS= 460 HEATS 5000x1= 5000x4 UNITS= 20,000 GARG. DOOR 360x1= 360x4 UNITS= 1,440 REFRI0. 1200x1= 1200x4 UNITS= 4.800 155,112 (220-32) 4 -UNIT DEMAND FACTOR = 45% 70,251 r 240 V 293 AMPS Lt & L2 = 310.156(6) = 350 xHHW ALUM. 2 1/2" CONDUIT MIN, 250,66 GROUNDING CONDUCTOR = 1/0 THHN CU 8 4—UNIT TIVOLI TOWNHOMES ELECTRICAL 1st FLOOR SCALE (UNO): 1/4" = '_0 CDS # ORL-000286-05 ORL-000289-05 SHEET: M I -1 DRAWN BY PROD. DEV. SCT # 71545 WALLS: CHECKED BY X MASTER # XXXX05BR_01 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 t UNIT #1 /ABBEY 1 1 . UNIT #2/AUSTIN UNIT #3/ MADISON ELECTRICAL NOTES ALL UNITS: *SECURITY SYSTEM IN ALL UNITS * INTERCOM SYSTEM IN ALL UNITS COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc, The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. t MASTER REVISION NUMBER REV DATE DESCRIPTION DRAWN BY APPROVAL 0 26A0003 BLD. 05 N. FARRIS MASTER XXXX05BR_01 1 19DECO2 REVISED CHAD W. STEVE K. 2 08JUN04 REVISED CHAD W. STEVE K. SEE REVISION SHEET JOB REVISIONS DATE DESCRIPTION DRAWN BY APPROVAL F0REV 29AUG05 SPEC D SWIFT ENGINEER t 4 -UNIT TIVOLI TOWNHOMES ELECTRICAL 2nd FLOOR SCALE (UNa): 1/4" = 17-0" CDS AORL-000286-05. ORL-000289-05 SHEET: M 2 DRAWN BY PROD. DEV. SCT N71545 WALLS: CHECKED BY X MASTER XXXX05BR_01 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321-636-0489 t I CHRTALLF,dwg FULLY ENCLOSED CATEGORY B OUTSWING DOOR DESIGN PRESSURE CHART (p.s.f.) (p.s.f.) 15SEP05 TAG DOOR DIMENSIONS ROUGH OPENING AREA AREA 120 MPH MPH 130 130 MPH MPH 140 140 MPH MPH WIDTH WIDTH HEIGHT WIDTH HEIGHT Sq. Ft, ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 2068 25 5/8" 80 5/8" 26 1/2" 81" 15.2 +25.1 -27,3 +25,1 -33.2 +29.5 -32,1 +29.5 -39.0 +34.2 -37.2 +34,2 -45.2- 2468 29 5/8" 80 5/8" 30 1/2" 81" 17,5 +24,9 -27.1 +24.9 -32.8 +29.2 -31.8 +29.2 -38.4 +33.9 -36.9 +33.9 -44,6 2668 31 5/8" 80 5/8" 32 1/2" 81" 18.6 +24.8 -27.0 +24.8 -32,5 +29.1 -31.7 +29.1 -38.2 +33.8 -36.8 +33.8 -44.3 2868 33 5/8" 80 5/8" 34 1/2" 81" 19.8 +24,7 -26,9 +24,7 -32.3 +29.0 -31,6 +29.0 -38.0 +33.6 -36.6 +33,6 -44.0 3068 37 5/8" 80 5/8" 38 1/2" 81" 22.1 +24,5 -26.7 +24,5 -32.0 +28.8 -31,4 +28.8 -37.5 +33.4 -36,4 +33.4 -43.5 2 2068 50 9/16" 80 5/8" 51 1/4" 81" 29,4 +24,0 -26,2 +24,0 -3.1,0 +28,2 -30.8 +28.2 -36.4 +32.7 -35,7 +32.7 -42.2 2 2468 58 9/16" 80 5/8" 59 1/4" 81" 3319 +23,8 -=2-6. _0 +23, -30.5 +27.9 -30.5 +27.9 -35.8 +32.4 -35.4 +32.4 -41.6 2 2668 62 916" 80 5/8" 63 1/4" 81" 36,2 +23.7 -25.9 +23.7 -30.3 +27.8 -30,4 +27,8 -35.6 +32.3 -35.2 +32.3 -41.3 2 2868 66 9/16" 80 5/8" 67 1/4" 81" 38.5 +23,6 -25,8 +23,6. -30.1 +27,7 -30,3 +27.7 -35,3 +32.1 -35,1 +32.1 -41.0 2 3068 74_ 9/16" 80 5/8" 75 1/4" 81" 43,1 +23.4 -25.6 +23.4 -29.7 +27.5 -30.0 +27,5 -34,9 +31.9 -34,8 +31.9 -40,5 12" SIDELITE 13 9/16" 80 5/8" +35.2 14" 81" 810 +25,9 -28,0 +25,9 -34,6 +30.4 -32.9 +30,4 -40.7 +35,2 -38.2 +35,2 -47,2 2080 25 5/8" 96 5/8" 26 1/2" 97" 18.1 +24,9 -27,1 +24.9 -32.6 +29,2 -31,8 +29,2 -38.3 +33.8 -36.8 +33,8 -44.4 2480 29 5/8" 96 5/8" 30 1/2" 97" 20.9 +24,6 -26,8 +24.5 -32.2 +28.9 -31,5 +28,9 -37,7 +33.5 -36.5 +33.5 -43.8 2680 31 5/8" 96 5/8" 32 1/2" 97" 22,2 +24,5 -26,7 +24,6 -31,9 +28,8 -31.4 +28,8 -37,5 +33.4 -36.4 +33.4 -43,5 2880 33 5/8" 96 5/8" 34 1/2" 97" 23.6 +24,4 -26.6 +24.4 -31.7 +28.7 -31.2 +28,7 -37.3 +33.2 -36.2 +33.2 -43.2 3080 37 5/8' 96 5/8" 38 1/2" 97" 26.3 +24,2 -26,4 +24, -31.4. +28.4 -31.0 +28,4 -36.8 +33.0 -36,0 +33.0 -42,7 2 2080 50 9/16" 96 5/8" 51 1/4" 97" 35.1 +23,7 -25.9 +23. =30.4 +27.9 -30.4 +27.9 -35,7 +32.3 -35.3 +32.3 -41,4 2 2480 58 9/16" 96. 5 8" 59 1/4" 97" 40,5 +23,5 -25.7 +23, -29.9 +27,6 -30,2 +27,6 -35,1 +32.0 -35,0 +32.0 -40.7 2 2680 62 9/16" 96 5/8" 63 1/4" 97" 43.3 +23,4 -25.6 +23.4 -29,7 +27,5 -30,0 +27,5 -34,9 +31.8 -34,8 +31.8 -40,4 2 2880 66 9/16" 96 5/8" 67 1/4' 97 46,0 +23,3 -25.5 +231 -29,5 +27.3 -29,9 +27.3 -34,6 +31,7 -34.7 +31,7 -40.2 2 3080 12" SIDELITE 74 9/16" 13 9/16" 96 5/8" 96 5/8" 75 1/4" 14" 97" 97" 51.5 9.6 +23,1 +25.9 -25.3 -28.0 +23. +25.9 -29.1 -34,6 +27,1 +30.4 -29.7 -32.9 +27.1 +30.4 -34.2 -40.7 1 +31.5 +35.2 -34,4 -38.2 +31.5 +35.2 -39,6 -47.2 NOTE: DOOR SIZES SHOWN ARE FOR THERMA-TRU BRAND DOORS; OTHER BRANDS MAY VARY. CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS. ENGINEERING AND DRAFTING SERVICES 1535 COGSWELL STREET, SUITE C-19 ROCKLEDGE, FLORIDA 32966 PHONE: 321 -636-0489 FAX: 321-636-9128 GENERAL VALLEY NOTES: FULLY ENCLOSED CATEGORY B SLIDING GLASS DdOR DESIGN PRESSURE CHART (p.s.f.) DOOR DIMENSIONS TAG TYPE I DOOR DIMENSIONS ROUGH OPENING AREA 120 120 MPH 130 130 130 MPH 140 140 140 MPH WIDTH HEIGHT Sq. Ft. WIDTH HEIGHT WIDTH HEIGHT Sq. Ft. ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 5068 XX 60 11 16" 80" 62 1/2" +26.9 81" 35.2 +23,7 -25.9 +23.7 -30,4 +27.9 -30,4 +27.9 -35.7 +32.3 -35.3 +32,3 -41,4 6068 XX 72 11/16" -29,3 80" 74 1/2" +31.0 81" 41.9 +23.4 -25.6 +23,4' -29,8 +27,5 -30.1 +27,5 -35,0 +31.9 -34.9 +31.9 -40.6 8068 XX 95 11/16" -32.7 80" 98 1/2" 18070 81" 55.4 +23.0 -25.2 +23.0, -28.9 +27.0 -29.5 +27.0 -33.9 +31.3 -34.3 +31,3 -39.3 9068 XXX 107 11/16" 96" 80" 109 1/2" 96" 81" 1 61.6 +22,8 -25.0 +22.8 -28,5 +26.8 -29.3 +26.8 -33.5 +31.0 -34.0 +31,0 -38.8 9068 0X0 1 109 11/16" 72 80" 111 1/2" +22.5, -28,0 81" 62,7 +22,8 -25.0 +22.8; -28,5 +26.7 -29.3 +26.7 -33.4 +31.0. -34.0 +31,0 -36.7 9068 OXXO 120 11 16" 80" 122 1/2 " 81" 68.9 +22,6 -24.8 +22.6; -28.1 +26.T7--29.1 216" +26.5 -33.0 +30.6 -33.8 +30.8 -38.3 10068 OXXO 144 1116" +29.1 80" 146 1/2" -34.9 81" 82.4 +22,3 -24.5 +22.3, -27,5 +26.2 -28.8 +26.2 -32.3 +30,4 -33,4 +30,4 -37.5 12068 XXX 143 11/16" 80" 145 1/2' -32.6 81" 81.8 +22,3 -24.5 +22.3; -27.6 .+26.2 -28.8 +26.2 -32.4 +30.4 -33.4 +30.4 -37.5 12068 0X0 145 11 16" 80" 147 1/2 +34.5 81" 83.0 +22,3 -24,5 +22.3', -27.5 +26.2 -28,7 +26.2 -32.3 +30.4 -33.3 +30,4 -37.5 12068 OXXO 192 11/16" +35.2 80" 194 1/2" -47.2 81" 109.4 +21.8 -24.0 +21.8 -26.6 +25.6 -28.2 +25.6 -31.2 +29.7 -32.7 +29.7 -36.2 5080 XX 1 60 11/16., -47.1 96" 62 1/2" 63" 97" 42.1 +23.4 -25.6 +23.41 -29.8 +27.5 -30.1 +27.5 -35.0 +31.9 -34.9 +31.9 -40.6 6080 XX72 11 16" 96" 74 1/2" 16.5 97" 50.2 +23.1 -25.3 +23,1; -29,2 +27.2 -29.7 +27.2 -34.3 +31.5 -34.5 +31.5 -39.8 8080 XX 96 11 16 96" 96 1/2" +24.8' 97" 66.4 +22.7 -24.9 +22.7; -28.3 +26.6 -29.2 +26.6 -33.2 +30.9 -33.9 +30.9 -38.5 9080 XXX 107 11 16" 96" 109 1/2" -32.9 97" 73.8 +22,5 -24.7 +22.5; -27.9 +26.4 -29.0 +26,4 -32.8 +30.6 -33.6 +30,6 -38.0 9080 0X0 109 11/16" -32.2 96" 111 1/2" +34.4 97" 75.1 +22.5 -24.7 +22.5 -27.8 +26.4 -28,9 +26.4 -32.7 +30.6 -33.6 +30.6 -37.9 9080 OXXO 120 11 16" 96" 122 1/2" -44.2 97" 82.5 +22,3 -24.5 +224 -27.5 +26.2 -28.8 +26.2 -32.3 +30.4 -33.4 +30.4 -37.5 10080 OXXO 144 11 16" 96" 146 1/2" 72" 97" 98.0 +22.0 -24.2 +22.0; -26.9 +25.8 -28.4 +25.8 -31.6 +30.0 -33.0 +30.0 -36.7 12080 XXX 143 11 16" 96" 145 1/2" 26.2 97" 98.0 +22,0 -24.2 +22.0, -26.9 +25.8 -28,4 +25.8 -31.6 +30.0 -33.0 +30.0 -36.7 12080 0X0 145 11 16" 96" 147 1/2" +23,9, 1 97" 99.4 +22,0 -24.2 +22.0; -26.9 +25.8 -28.4 +25.8 -31.6 +29.9 -32.9 +29.9 -36.6 12080 OXXO 192 11/16" +23,6' 96" 194 1/2 -30,3 97" 131,0 +21.5 -23.7 +21.5, -26.0 +25.3 -27.8 .+25.3 -30.5 +29.3 -32.3 +29.3 -35.4 NOTE: DOOR SIZES SHOWN ARE FOR KINCO BRAND DOORS; OTHER BRANDS MAY VARY. CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS. -41.1 ENGINEERING AND DRAFTING SERVICES 1535 COGSWELL STREET, SUITE C-19 ROCKLEDGE, FLORIDA 32966 PHONE: 321 -636-0489 FAX: 321-636-9128 GENERAL VALLEY NOTES: FULLY ENCLOSED CATEGORY B GARAGE DOOR ;DESIGN PRESSURE CHART (p.s.f.) CHART (p.s.f.) WIND AREA TAG DOOR DIMENSIONS ROUGH OPENING AREA OPENING 120 MPH 120 130 MPH 130 130 140 MPH 140 140 WIDTH HEIGHT WIDTH HEIGHT Sq. Ft. ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 8070 96" 84" 96" 84" 56 +23.0 -25.1 +23.0, -28.8 +26.9 -29.5 +26.9 -33.8 +31.3 -34.2 +31.3 -39.3 9070 108" 84" 108" 84" 63 +22.8 -25.0 +22.8, -28.4 +26,7 -29,3 +26,7 -33,4 +31.0 -34.0 +31.0 -38.7 16070 192" 84" 192" 84" 112 +21,8 =24.0 +21.8 -26.5 +25.6 -28.2 +25.6 -31.1 +29.7 -32.7 +29.7 -36.1 18070 216" 84" 216" 84" 126 +21,6 -23,8 +21,6' -26.1 +25,3 -27.9 +25,3 -30,6 +29.4 -32.4 +29.4 -35.5 8080 96" 96" 96" 96" 64 +22,7 -24,9 +22.7 -28.4 +26.7 -29,3 +26.7 -33,3 +31,0 -33.9 +31.0 -38.7 9080 168" 96" 108" 96" 72 +22.5 -24,7 +22.5, -28,0 +26,5 -29.0 +26,5 -32.9 +30.7 -33,7 +30.7 -38.1 16080 192 96" 192" 96" 128 +21.6 -23.8 +21,6; -26,1 +25,3 -27.9 +25,3 -30,6 +29.4 -32.4 +29.4 -35.5 18080 216" 1 96" 216" 96" 144 +21,4 -23.6 +21.4 -•25.7 1 +25.1 -27.7 +25.1 -30.1 +29.1 -32.1 +29.1 -34.9 NOTE: DOOR SIZES SHOWN ARE GENERIC SIZES. CHECK WITH MANUFACTURER TO 1 ERI)i'Y DIMENSIONS, +35.2 -47.2 -1/2 35 SH 1/2 36 SH 26 3/8" 26 3/8" 63" 27 1/4" ENGINEERING AND DRAFTING SERVICES 1535 COGSWELL STREET, SUITE C-19 ROCKLEDGE, FLORIDA 32966 PHONE: 321 -636-0489 FAX: 321-636-9128 GENERAL VALLEY NOTES: FULLY ENCLOSED CATEGORY B BLOCK WINDOW !DESIGN PRESSURE I CHART (p.s.f.) WIND AREA TAG TAG WINDOW DIMENSIONS ROUGH OPENING AREA 120 120 MPH 5-3/8 130 130 NPH_ RT7 CONNECTOR, NAILED WITH (10) 8d x 1-1/2" NAILS, ALL OTHERS TOE-NAIL WITH x 3" GUN NAILS, 140 140 MPH 6„ O.C. THEREAFTER WIDTH WIDTH HEIGHT WIDTH HEIGHT Sq. Ft. ZONE 4 Z ,NE 15 ZONE 4 ZONE 5 ZONE 4 ZONE 5 12 SH 19" 26" 19 3/4" 26" 3.6 +25.9 -28.0 +25.9, -,34.6 +30.4 -32.9 1,+30,4 -40.7 +35.2 -38.2 +35.2 -47.2 13 SH 19" 38 3/8" 19 3/4" 38 3/8" 5,2 +25,9 -.28.0 +25.9. -;34,6 +30,4 -32..9 +30.4 -40.7 +35.2 -38.2 +35.2 -47.2 14 SH 19" 50 5/8" 19 3/4" 50 5/8" 6.9 +25.9 -28.0 +25.9, -:34,6 +30.4 -32.9 +30.4 -40.7 +35.2 -38.2 +35.2 -47.2 15 SH 16 SH 19" 63" 19 3/4"1. " 8,6 +25,9 -28.0 +25.9; -34,6 +30.4 -32,9 30.4 -40.7 +35,2 -38.2 +35.2 -47.2 +35.2 19" 72" 19 3/4" 72" 9.9 1 +25.9 -28.0 +25.9, -34,6 +30,4 -32.9 +30,4 -40.7 +35.2 -38.2 +35.2 -47.2 -38.2 +35.2 2 3820 SH 43 7/8" 23 1/2" 16-0 44 3/8" 24" -34.6 +30,4 -32.9 +30.4 740.7 +35,2 -38.2 +35.2 -47.2 1 2 33 SH 26 3 8" 383 8" 27 1 4" 38 8" 7,3 +25.9 -23 28,0 +25.9 -34.6 +30.4 -32.9 +30.4 -40.7 +35.2 -38.2 +35,2 -47.2 -1/2 34 SH 26 3/8" 50 5/8" 27 1 4" 50 5/8" 916 +25.9 -28.0 +25.9, -34,6 +30.4 -32.9 +30.4 -40.7 +35.2 -38.2 +35.2 -47.2 -1/2 35 SH 1/2 36 SH 26 3/8" 26 3/8" 63" 27 1/4" 63" 12.0 +25.5 -27.7 +25.5, -34,0 +30.0 -32.6 +30.0 -39.9 +34.8 -37.8 +34.8 -46.3 22 SH 36 7/8" 72" 26" 27 1/4" 37 3/4" 72" 26" 13.6 +25.3 -27,5 +25.3 -33.6 +29.7 -32.3 +29.7 -39,4 +34.5 -37.5 +34.5 -45.8 23 SH 36 7/8" 38 3/8" 37 3/4" 38 3/8" 6.8 +25.9 -28,0 +25.9 -34.6 +30.4 -32.9 +30.4 -40.7 +35.2 -38.2 +35,2 -47.2 24 SH 36 7/8" 50 5/8" 37 3/4" 50 5 8" 10.1 13,3 +25.8 -28,0 +25.8; -34.6. +30.3 -32.9 +30.3 -40.6 +35,2 -38.2 +35.2 -47.1 25 SH 36 7/8" 63" 37 3/4" 63" -40,6 +25.4 -27,6 +25.4 -33.7 +29.8 -32.4 +29.8 -39.5 +34,6 -37,5 +34,6 -45.9 26 SH 36 7/8" 72 37 3/4" 72" 16.5 +25.0 -27.2 +25.0; -32.9 +29.4 -31.9 +29.4 -38.7 +34.1 -37.0 +34.1 -44.9 32 SH -27.7 +25.5, -34,0 +30.0 18.9 +24.8 -27,0 +24.8' -32.5 +29.1 -31.7 +29,1 -38,1 +33,7 -36.7 +33.7 -44.2 8.1 53" 26" 53 3/4" 26" 9,7 +25.9 -28.0 +25,9 -34.6 +30.4 -32.9 +30.4 -40.7 +35.2 -38.2 +35.2 -47.2 33 SH 53" 38 3/8" 53 3/4" 38 3/8" 1 14.3 +25.3 -27.4 +25.3 -33.4 +29.6 -32.2 +29.6 -39.2 +34.4 -37,4 +34,4 -45.5 34 SH 53" 50 5/8" 53 3/4" 50 5/8" 18.9 +24,8 -27.0 +24,8' -32.5 +29.1 -31.7 +29.1 -38.1 +33,7 -36.7 +33.7 -44.2 35 SH 53" 63" 53 3/4" 63" 23.5 +24.4 -26.6 +24.4; -31,8 +28.7 -31.2 +28.7 -37.3 +33.3 -36.2 +33.3 -43.2 36 SH 53" 72" 53 3 4" 72" 26.9 +24,2 -26.4 +24.2, -31,3 +28.4 -31.0 +28.4 -36,7 +32.9 -35.9 +32.9 -42.6 2 24 SH 73 3/4" 50 5/8" 74 5/8" 50 5/8" 26.2 +24,2 -26.4 +24.2 -31.4 +28.4 -31.0 +28.4 -36.9 +33.0 -36.0 +33.0 -42.7 2 25 SH 73 3/4" 63" 74 5/8" 63" 32,7 +23.9 -26.1 +23,9, -30.6 +28.0 -30.6 +28.0 -36.0 +32.5 -35.5 +32.5 -41.7 2 26 SH 73 3/4" 72" 74 5/3" 72" 37,3 +23.6 -25,8 +23,6' -30.2 +27,8 -30,3 +27,8 -35,5 +32,2 -35.2 +32.2 -41,1 2 34 SH 106" 50 5 8" 106 7 8" 50 5/8'1 37.6 +23.6 -25,8 +23.6, -30.2 +27,7 -30.3 +27,7 -35.4 +32,2 -35.2 +32.2 -41.1 2 35 SH 106". 63" 106 7/a 63 46.8 +23.3 -25.5 +23.3 -29.4 +27.3 -29.9 +27.3 -34.6 +31,7 -34,7 +31,7 -40.1 2 36 SH 106" 72 106 7/a 72" 53.4 +23,0 -25.2 +23,0, -29.0 +27,0 -29.6 +27,0 -34,0 +31.4 -34.4 +31.4 -39.5 3 24 SH 110 5/8" 50 5/8" 111 3/8., 50 5/8" 39,2 +23.6 -25.7 +23.6, -30.0 +27.7 -30.2 +27,7 -35.3 +32.1 -35.1 +32,1 -40,9 3 25 SH 110 5/8" 63" 111 318" 63" 48.7 +23,2 -25.4 +23.21 -29,3 +27.2 -29.8 +27.2 -34.4 +31.6 -34.6 +31.6 -39.9 3 26 SH 110 5/8" 72" 111 3/a.. 72" 55.7 +23,0 -25,2 +23.0! -28.9 +27,0 -29,5 +27,0 -33.9 +31,3 -34,3 +31.3 -39.3 (31 34 SH 159" 50 5/8" 1 159 3 4" 50 5/8" 56,2 +22.9 -25,1 +22,9 -28,8 +26,9 -29,5 +26,9 -33,8 +31,3 -34,2 +31,3 -39,2 3 35 SH 159" 63" 159 3/4" 63" 69.9 +22.6 -24,8 +22,6 -281 +26,5 -29,1 +26,5 -33,0 +30,8 -33.7 +30.8 -38.2 3 36 SH 159" 72" 159 3 4" 72" 79.9 +22.4 -24,6 +22.4 -2!7,6 +26.2 -28.8 1 +26,2 -32.4 1 +30.4 -33.4 +30.4 -37.6 NOTE: WINDOW SIZES SHOWN ARE FOR KINCO BRAND WINDOWS; OTHER BRANDS MAY VARY. CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS. ENGINEERING AND DRAFTING SERVICES 1535 COGSWELL STREET, SUITE C-19 ROCKLEDGE, FLORIDA 32966 PHONE: 321 -636-0489 FAX: 321-636-9128 GENERAL VALLEY NOTES: FULLY ENCLOSED CATEGORY B FRAME WINDOW DESIGN PRESSURE CHART (p.s.f.) (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2x4) COLLAR WIND AREA TAG WINDOW DIMENSIONS ROUGH OPENING USP 8d GUN NAILS (SHINGLE), 120 MPH (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP 5-3/8 130 MPH 10d GUN NAILS (TILE) AT RT7 CONNECTOR, NAILED WITH (10) 8d x 1-1/2" NAILS, ALL OTHERS TOE-NAIL WITH x 3" GUN NAILS, 140 MPH SQ FT 6„ O.C. THEREAFTER WIDTH HEIGHT WIDTH HEIGHT C1 ZONE 4 ZONE 5 ZONE 4 ZONE 5 ZONE 4 ZONE 5 2020 SH 23 7/8" 23 1/2" -28.7 24 3/8" 24" 94�7 +25,9 -28,0 +25.9, -34.6 +30.4 -32.9 +30,4 -40.7 +35,2 -38,2 +35.2 -47.2 2420 SH 27 7/8" 23 1/2- +19.4 -32.7 28 3/8" 24" -31.4 +25,9 -28.0 +25.9, -34,6 +30.4 -32.9 +30.4 -40.7 +35.2 -38.2 +35.2 -47,2 2820 SH 31 7 8" 23 1 2" 32 3 8" 24" 2 +25.9 -28.0 +25.9 -34,6 +30.4 -32.9 +30.4 -40.7 +35.2 -38.2 +35,2 -47.2 3020 SH 35 7/8" 23 1/2 " 36 3/8" 24" 6,1 +25,9 -28.0 +25,9 -34.6 +30.4 -32.9 +30.4 -40.7 +35.2 -38.2 +35.2 -47.2 3420 SH 39 7/8" 23 1/2" NAILSCHED 30AUG05 40 3/8" 24" 6.7 +25,9 -28,0 +25.9, -34.6 +30.4 -32,9 +30.4 -40.7 +35.2 -38.2 +35.2 -47.2 3820 SH 43 7/8" 23 1/2" 16-0 44 3/8" 24" 7,4 +25.9 -28.0 +25.9 -34.6 +30.4 -32.9 +30,4 -40,7 +35.2 -38.2 +35.2 -47,2 4020 SH 47 7/8" 23 1/2" DH 48 3/8" 24" 8.1 +25.9 -28.0 +25.9, -34.6 +30.4 -32.9 +30.4 -40,7 +35,2 -38.2 +35.2 -47.2 2030 SH 23 7/8" 35 1/2" 7-5/8 24 3/8" 36" 6,1 +25.9 -28.0 +25.9. -34.6 +30.4 -32.9 +30.4 -40.7 +35,2 -38.2 +35.2 -47,2 2430 SH 27 7/8" 35 1/2- 1570 28 3/8" 36" 7,1 +25.9 -28.0 +25.9, -34.6 +30.4 -32,9 +30.4 -40.7 +35.2 -38.2 +35.2 -47.2 2830 SH 31 7/8" 35 1/2" (56) 16d 32 3/8" 36" 8.1 +25.9 -28.0 +25.9 -34,6 +30.4 -32.9 +30.4 -40.7 +35.2 -38.2 +35.2 -47.2 3030 SH 35 7/8" 35 1/2- USP 36 3/8" 36" 9.1 +25.9 -28.0 +25,9 -34.6 +30.4 -32.9 +30.4 -40.7 +35.2 -38.2 +35.2 -47,2 3430 SH 39 7/8" 35 1/2" 3-1/2 40 3/8" 36" 10,1 +25,8 -28.0 +25.8, -34.6 +30,3 -32.9 +30.3 -40,6 +35,2 -38.2 +35.2 -47,1 3830 SH 43 7/8" 35 1/2" 1225 44 3/8" 36" 11.1 +25.7 -27,9 +25.7; -34.3 +30.1 -32,7 +30.1 -40.2 +35.0 -38.0 +35.0 -46.7 4030 SH 47 7/8" 35 1/2" 108 48 3/8" 36" 12.1 +25.5 -27.7 +25.5, -34,0 +30.0 -32.6 +30.0 -39.9 +34.8 -37,8 +34.8 -46.3 2040 SH 23 7/8" 47 1/2" 715 24 318" 48" 8.1 +25.9 -28.0 +25.9, -34.6 +30.4 -32.9 +30,4 -40,7 +35.2 -38,2 +35.2 -47,2 2440 SH 27 7/8" 47 1/2 2 -PLY 45' RH 28 3/8" 48" 9.5 +25.9 -28.0 +25.9, -34.6 +30.4 -32.9 +30.4-40,7 USP +35.2 -38,2 +35.2 -47.2 2840 SH 31 7/8 47 1/2" (6) 16d 32 3/8" 48" 10.8 +25,7 -27.9 +25.7 -34.4 +30.2 -32.8 +30.2 -40.4 +35.0 -38.0 +35.0 -46.8 3040 SH 35 7/8" 47 1/2" USP 36 3/8" 48" 12.1 +25.5 -27.7 +25.5, -34.0 +30.0 -32.6 +30.0 -39,9 +34.8 -37.8 +34.8 -46.3 3440 SH 39 7/8" 47 1/2" 7-1/8 40 3/8" 48" .13.5 +25.3 -27,5 +25.3, -33.6 +29,8 -32.3 +29,8 -39.5 +34,5 -37,5 +34.5 -45.8 3840 SH 43 7/8" 47 1/2" M 44 3/8" 48" 14.8 +25.2 -27,4 +25,2: -33.3 +29.6 -32.2 +29.6 -39.1 +34.3 -37.3 +34.3 -45.4 4040 SH 47 7/8" 47 1/2" 6-5/8 48 3/8" 48" 16,1 +25.1 -27,2 +25.1 -33,0 +29.4 -32.0 +29.4 -38.8 +34.1 -37,1 +34,1 -45,0 2050 SH 23 7/8" 59 1/2" 1 24 3/8" 60" 10.2 +25.8 -28.0 +25.8, -34,6 +30.3 -32.9 +30.3 -40.6 +35.2 -38.2 +35.2 -47.1 2450 SH 27 7/8" 59 1/2 " 28 3/8" 60" 11.8 +25,6 -27.8 +25.6. -34.1 +30.0 -32.6 +30.0 -40.0 +34.8 -37.8 +34.8 -46.4 2850 SH 31 7/8" 59 1/2" 5955 32 3/8" 60" 13.5 +25.3 -27,5 +25.3, -33.6 +29.8 -32.3 +29.8 -39.5 +34.5 -37.5 +34.5 -45.8 3050 SH 35 7/8" 59 1/2" 11-1/4 36 3/8" 60" 15.2 +25,1 -27,3 +25.1, -33.2 +29.5 -32.1 +29.5 -39.0 +34,2 -37.2 +34.2 -45.2 3450 SH 39 7/8" 59 1/2" 117 40 3/8" 60" 16.8 +25.0 -27,2 +25.0, -32.9 +29.3 -31.9 +29.3 -38.6 +34.0 -37.0 +34.0 -44.8 3850 SH 43 7/8" 59 1/2" S 44 3/8" 60" 18.5 +24.8 -27.0 +24.8; -32.6 +29.1 -31.7 +29.1 -38.2 +33,8 -36.8 +33.8 -44,3 4050 SH 47 7/8" 59__1/2" (5) 8d x 1-1/2 48 3/8" 60" 20.2 +24.7 -26.9 +24,7 -32.3 +29.0 -31.5 +29,0 -37.9 +33,6 -36.6 +33.6 -43.9 2060 SH 23 7/8" 71 1/2" 24 3/8" 72" 12.2 +25.5 -27.7 +25.5, -34.0 +30.0 -32.5 +30.0 -39.9 +34.8 -37.7 +34.8 -46.2 2460 SH 27 7/8" 71 1/2 28 3/8" 72" 14.2 +25.3 -27,5 +25,3: -33.5 +29.7 -32.2 +29.7 -39.3 +34.4 -37.4 +34.4 -45.6 2860 SH 31 7/8" 71 1/2 32 3/8" 72" 16.2 +25.0 -27,2 +25.0 -335.0 +29.4 -32.0 +29.4 -38.8 +34.1 -37.1 +34.1 -44,9 3060 SH 35 7/8" 71 1/2" 36 3/8" 72" 18.2 +24.8 -27,0 +24,8, -32.6 +29.2 -31.7 +29,2 -38,3 +33.8 -36.8 +33.8 -44,4 3460 SH 39 7/8" 71 1/2" 40 3/8" 72" 20.2 +24.7 -26.9 +24.7; -32.3 +29.0 -31.5 +29,0 -37.9 +33.6 -36.6 +33.6 -43.9 3860 SH 43 7/8" 71 1/2" 44 3/8" 72" 22.2 +24.5 -26.7 +24.5', -31.9 +28,8 -31.4 +28.8 -37.5 +33.4 -36.4 +33.4 -43.5 4060 SH 47 7/8" 71 1/2" 48 318" 72" 24.2 +24.4 -26.6 +24.4 -31.7 +28.6 -31.2 +28,6 -37.2 +33.2 -36,2 +33.2 -43.1 2 3050 SH 72 3/4" 59 1/2" 73 1/4" 60 30.5 +24.0 -26.2 +24.0 -301.9 +28.1 -30.7 +28.1 -36.2 +32.7 -35.6 +32.7 -42.0 2 3060 SH 72 3/4" 71 1/2" 73 1/4" 72" 36.6 +23.7 -25.9 +23,7 -301.3 +27,8 -30.4 +27.8 -35.5 +32.2 -35.2 +32.2 -41.2 2 4050 SH 96 3/4" 59 112" 97 1/4" 60" 40,5 +23.5 -25.7 +23.5 -291.9 +27,6 -30.2 +27,6 -35.1 +32.0 -35.0 +32.0 -40.7 2 4060 SH 96 3/4" 71 1/2" 97 1/4" 72" 48.6 +23.2 -25.4 +23.2 -29.3 +27.2 -29.8 +27.2 -34.4 +31.6 -34.6 +31.6 -39.9 3 3050 SH 109 5/8" 59 1/2- 110 1/8" 60" 45,9 +23.3 -25,5 +23.3 -29.5 +27.3 -29.9 +27,3 -34,6 +31,7 -34.7 +31.7 -40.2 3 3060 SH 109 5/8" 71 1/2" 110 1/8., 72" 55.1 +23.0 -25.2 +23.0 -28'.9 +27.0 -29,6 +27,0 -33.9 +31.3 -34.3 +31.3 . -39.3 3 4050 SH 145 5 8" 59 1/2" 146 1/8" 60" 60,9 +22.8 -25.0 +22,8 -28,6 +26.8 -29.4 +26.8 -33,5 +31,1 -34,1 1 +3151 -38.9 3 4060 SH 145 5/8 " 71 1/2" 1 146 1/8" 72" 73.1 +22.5 =24.7 +22.5 -27.9 +26.4 -29.0 +26.4 -32.8 +30.6 -33.6 +30.6 -38.0 NOTE: WINDOW SIZES SHOWN ARE FOR KINCO BRAND WINDOWS; OTHER BRANDS MAY VARY. CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS. ENGINEERING AND DRAFTING SERVICES 1535 COGSWELL STREET, SUITE C-19 ROCKLEDGE, FLORIDA 32966 PHONE: 321 -636-0489 FAX: 321-636-9128 GENERAL VALLEY NOTES: TAG COMPONENTS AND CLADDING WIND LOAD (ROOF ANGLE: 10 TO 30 DEGREES) (1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH. DESCRIPTION 28MAR05 (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2x4) COLLAR WIND AREA DESIGN LOAD (LBS.) TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH). GIRDER HEADER TRUSS JOIST / TRUSS/JOIST FLOOR ROOF UPLIFT 125 160 (3) RIDGE BOARD SHALL BE 2x6 MIN, FOR 2x4 RAFTERS, & 2x8 MIN. FOR 2x6 RAFTERS, USP 8d GUN NAILS (SHINGLE), 1 -PLY 8d GUN NAILS (SHINGLE), (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP 5-3/8 10d GUN NAILS (TILE) AT 120 MPH 10d GUN NAILS (TILE) AT RT7 CONNECTOR, NAILED WITH (10) 8d x 1-1/2" NAILS, ALL OTHERS TOE-NAIL WITH x 3" GUN NAILS, 3060 4" D.C. WITHIN 48" MIN OF SQ FT 6„ O.C. THEREAFTER (5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER, C2 ENDS, GABLES, & RIDGES B C1 C2 (38) 16d ff C1 C2 1 10.0. +14,9 -23.7 +181.0 -28.7 l� +17,5 -27.8 +21.2 -33.6 +23.6 -37.5 +20.3 -32.2 +24.6 -39.0 +27.4 -43.5 ou 20.0 +13.6 -23.0 +16.5 -27,8 +18.4 -31.1 +16.0 -27.0 +19.4 -32.7 L1 +18.5 -31.4 +22.4 COLLAR TIE (AS REQUIRED, +25.0 -42.4 2 10.0 +14.9 -50.1 +18.0 -60.6 +20,1 -67.6 \� SEE NOTE 2). -58.7 +21.2 -71.0 +23.6 -79.2 +20.3 -68.1 +24.6 USP THD26 FASTENED TO +27,4 -91,9 2 20.0 +13.6 -45.4 +16.5 (1) RT7 O EA END OF TRUSSES BELOW PEAK OF PREVIOUS TRUSS. +18.4 -61.3 +16.0 -53.3 +19.4 -64.5 LONG FRAMING MEMBER. (SEE NOTE ()4.) +18.5 -61.8 SHEATHING -74.8 PLYWOOD CLIPS 3 (5) 1 O GUN +14.9 -50.1 +181.0 NAILS EACH END. +20,1 -67,6 +17.5 (2)2x4 CLEAT UNDER VALLEY FRAMING +21.2 -71.0 +23.6 -79.2 TO EA TRUSS BELOW (4) 0,131 x 3" GUN NAILS FOR VALLEY RAFTERS -68.1 +24.6 6' A 12 6' AND LESS. OVER 6' USE 12" STRAP. IF CLEAT IS OVER SHEATHING &VALLEY RAFTER IS OVER 6' LONG, USE (1) 3/8" x 4" LAG SCREW W/ I" WASHER PER TYPICAL NAILING SCHEDULE TRUSS OR CUT SLOT & WRAP 12" STRAP (ANY MFGR) AROUND TRUSS BELOW.. +13.6 -45.4 +161.5 FILL ALL HOLES W/ 8d x 1-1/2" NAILS (MIN,), SPACED (2) TRUSSES MAX. NAILSCHED 30AUG05 SCALE: NTS 1501 VALLEY FRAMING, DETAIL +19.4 -64.5 +21.6 -72.0 �' 1L05 SCALE: NTS -61.8 +22.4 -74.8 +25.0 -83.4 NOTE: CANDC.dwg TAG COMPONENTS AND CLADDING WIND LOAD (ROOF ANGLE: 10 TO 30 DEGREES) PRODUCT CODE DESCRIPTION 28MAR05 DIMENSIONS (IN.) WIND AREA DESIGN LOAD (LBS.) W 0/S H GIRDER HEADER TRUSS JOIST / TRUSS/JOIST FLOOR ROOF UPLIFT 125 160 BASIC WIND SPEED USP THD26 1 -PLY 178 1-5/8 5-3/8 5-1/16 120 MPH 130 MPH 140 MPH 3060 ZONE SQ FT B C1 C2 178 B C1 C2 (38) 16d B C1 C2 1 10.0. +14,9 -23.7 +181.0 -28.7 +20.1 -32,0 +17,5 -27.8 +21.2 -33.6 +23.6 -37.5 +20.3 -32.2 +24.6 -39.0 +27.4 -43.5 1 20.0 +13.6 -23.0 +16.5 -27,8 +18.4 -31.1 +16.0 -27.0 +19.4 -32.7 +21.6 -36.5 +18.5 -31.4 +22.4 -38.0 +25.0 -42.4 2 10.0 +14.9 -50.1 +18.0 -60.6 +20,1 -67.6 +17.5 -58.7 +21.2 -71.0 +23.6 -79.2 +20.3 -68.1 +24.6 -82.4 +27,4 -91,9 2 20.0 +13.6 -45.4 +16.5 -54.9 +18.4 -61.3 +16.0 -53.3 +19.4 -64.5 +21.6 -72.0 +18.5 -61.8 +22.4 -74.8 +25.0 -83.4 3 10.0 1 +14.9 -50.1 +181.0 -60.6 +20,1 -67,6 +17.5 -58.7 +21.2 -71.0 +23.6 -79.2 +20.3 -68.1 +24.6 -82.4 +27.4 -91.9 3 20.0 +13.6 -45.4 +161.5 -54.9 +18,4 -61,3 +1b.0 -53.3 +19.4 -64.5 +21.6 -72.0 +18.5 -61.8 +22.4 -74.8 +25.0 -83.4 NOTE: C1 USES 1.21 ADJUSTMENT COEFFICIENT FOR 1 STORY EXPOSURE; C2 USES 1.35 ADJUSTMENT COEFFICIENT FOR 2 STORY EXPOSURE TRUSS AND BEAM ANCHOR SCHEDULE*:'pTl P TAG MFGR PRODUCT CODE DESCRIPTION 2005 CAT. PAGE NO. DIMENSIONS (IN.) FASTENERS DESIGN LOAD (LBS.) W 0/S H GIRDER HEADER TRUSS JOIST / TRUSS/JOIST FLOOR ROOF UPLIFT 125 160 A USP THD26 1 -PLY 178 1-5/8 5-3/8 5-1/16 (18) 16d (12) 1 O x 1-1/2 2485 3060 2170 AU USP THD210 1 -PLY 178 1-5/8 5-3/8 9-0 (38) 16d (20) 1 Od x 1-1/2 5075 5115 3095 B USP THDH26-2 2 -PLY GIRDER 179 3-1/4 8-1/4 5-1/2 (22) 16d (8) lOd 4175 5060 2605 BT USP THDH210-2 2 -PLY GIRDER 179 3-1/4 8-1/4 9-1/4 (46) 16d (12) 16d 8170 9010 3970 BU USP THDH3212 2 -PLY GIRDER 179 3-1/4 8-1/4 10-5/8 (56) 16d (14) 16d 9870 10385 59251 BH USP GTWS2T 2 -PLY HEAVY GIRDER 192 3-1/4 - 16-0 (22) WS3 (16) WS3 6730 8415 78351 C USP THDH28-3 3 -PLY GIRDER 179 5-1/8 1 10-1/8 7-1/8 (36) 16d (10) 16d 6465 8025 2665 CT USP THDH210-3 3 -PLY GIRDER 179 5-1/8 10-1 /8 9-1/8 (46) 16d (12) 16d 8170 8260 34901 CU USP THDH5212 3 -PLY GIRDER 179 5-1/4 10-1/4 10-3/4 (56) 16d (14) 16d 9875 11840 5925 CH USP GTWS3T 3 -PLY HEAVY GIRDER 192 4-7/8 - 16-0 (28) WS3 (24) WS3 8570 10710 11750 D USP THDH7212 4 -PLY GIRDER 179 7-1/4 1 12-1/4 10-1/2 (56) 16d (14) 16d 9875 11840 5925 DH USP GTWS4T 4 -PLY HEAVY GIRDER 192 7-0 - 16-0 (28) WS3 (24) WS3 8570 10710 11750 E USP THD46 FLOOR/BEAM 178 3-5/8 7-5/8 5-5/16 (18) 16d (12) 1 O 2520 3055 2265 ET USP MSH422 FLOOR/BEAM FACE MOUNT 182 3-9/16 3-9/16 21-1/2 (22) 10d (6) 10d 2700 3355 1570 FLOOR/BEAM TOP MOUNT 182 3-9/16 3-9/16 21-1/2 (4) 1 O TOP/(6) FACE (6) 10d 2960 3235 1570 EU USP THDH412 FLOOR/BEAM 179 3-5/8 8-5/8 11-1/16 (56) 16d (14) 16d 9845 9845 5225 F USP HJC26 HIP & JACK HANGER 189 9-0 - 5-3/8 (16) 16d (5) 10d HIP/(7) JACK 2030 2540 1745 G USP I JUS24 JACK HANGER 95 1-9/16 1 3-9/16 1 3-1/8 (4) 1 O (2) 1 O 655 815 510 SKEWED/SLOPED ANCHORS H USP SNP3 NAIL PLATE (0-60') 186 3-1/2 7-0 3-3/8 (6) 8d x 1-1/2 (6) 8d x 1-1/2 - 530 530 1 USP LSSH210 1 -PLY ADJUSTABLE 158 1-9/16 5-1/16 8-13/16 (10) 10d (7) 10d x 1-1/2 980 1225 1065 J USP LSSH35 2 -PLY ADJUSTABLE 158 3-9/16 10-9/16 8-13/16 (18) 16d (12) 10d x 1-1/2 2140 2680 1585 KL USP SKH26L 1 -PLY 45' LH 108 1-9/16 - 5-1/4 (6) 16d (6) 10d x 1-1/2 715 890 930 KR USP SKH26R 1 -PLY 45' RH 108 1-9/16 - 5-1/4 (6) 16d (6) 10d x 1-1 /2 715 890 930 LL USP SKH28L-2 2 -PLY 45' LH 109 3-1/16 - 6-1/2 (10) 16d (8) 10d 1190 1490 1280 LR USP SKH28R-2 2 -PLY 45' RH 109 3-1/16 - 6-1/2 (10) 16d (8) 10d 1190 1490 1280 ML USP SKHH46L FLOOR 45' LH 109 3-9/16 - 5-1/4 (12) 16d (6) 16d 1450 1815 1160 MR USP SKHH46R FLOOR 45' RH 109 3=9/16 - 5-1/4 t (12) 16d -t-(6) 16d 1450 1 1815-T 1160 INVERTED FLANGE HANGERS L USP HD210-21F INVERTED FLANGE 98 3-1/8 9-0 OR 1 4"DIA x12"1 TAPCON (10) 10d 2520 3150 1890 1.2 USP HD28-21F INVERTED FLANGE(114) 98 3-1/8 7-1/8 16d 1 4"DIA x" DTAPCON (6) 10d 1960 2450 1 135 L3 USP HD210-31F INVERTED FLANGE 99 4-5/8 8-1/418 16d OR 1 4"DIA x 2" TAPCON (12) 10d 2520 3150 2265 M USP HD4161F INVERTED FLANGE 98 3-9/16 14-13/16 (26) 16d (12) 10d 3640 4550 1 2265 NL USP THD4121 IFL FLR TRUSS, 1 FLANGE L 128/178 3-5/8 6-5/8 11-0 (48) 16d (20) 10d 6650 6650 3775 NR USP THD4121 IFR FLR TRUSS, 1 FLANGE R 128/178 3-5/8 6-5/8 11-0 (48) 16d (20) 10d 6650 6650 3775 0 USP HD481F FLOOR, INVERTED FLANGE 98 3-9/16 4-11/16 6-7/8 (14) 16d (6) 10d 1960 2450 1135 PI USP HD4121F FLOOR, INVERTED FLANGE 98 3-9/16 1 4-11/16 10-13/16 (22) 16d (10) 10d 1 3080 1 3850 1 1890 BEAM TO MASONRY ANCHORS P USP NFM35x12U TOP FLANGE, BOLTED 118 3-5/8 11-1/4 1/2"& 3/4"A -BOLTS (5) 1/2" BOLTS 5955 5955 3450 P3 USP NFM45U TOP FLANGE, BOLTED 118 4-3/4 11-3/4 1/2"& 3/4"A -BOLTS (5) 1/2" BOLTS 5955 5955 3450 PL USP NFM35x12U/SK45L TOP FLANGE, LH BOLTED 118 3-5/8 11-1/4 1/2"& 3/4"A -BOLTS (5) 1/2" BOLTS 5955 5955 3450 PR USP NFM35x12U/SK45R TOP FLANGE, RH BOLTED 118 3-5/8 11-1/4 1/2"& 3/4"A -BOLTS (5) 1/2" BOLTS 5955 5955 3450 Q USP UMH358 2 PLY LVL FACE MOUNT 117 3-5/8 15-1/2 (2) 3/4" WEDGITS (16) 16d 5870 5870 4785 R USP UMH538 3 PLY LVL FACE MOUNT 117 5-3/8 15-1/2 (2) 3/4" WEDGITS (16) 16d 5870 5870 4785 S USP UMH718 4 PLY LVL FACE MOUNT 117 7-1/8 15-1/2 (2) 3/4" WEDGITS (16) 16d 5870 5870 4785 Z USP RT7 HURRICANE CLIP 113 - 1-9/16 1 5-1/4 (5) 8d x 1-1/2 (5) 8d x 1-1/2 - 585 585 'FOUNDATION NOTES: FOUND.dwg GENERAL NOTES: 09JAN05 1. TERMITE CHEMICAL BARRIER SHALL BE APPLIED PER FBC 2001, SECTIONS 1503.4.4, 1816, & 2303 AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPT. BY A LICENSED PEST CONTROL COMPANY PER SECT 104.2.6. 2. A/C COMPRESSOR LOCATION MAY VARY; FIELD LOCATE PER SURVEY, 3. SEE FLOOR PLAN FOR PLACEMENT OF VERTICAL REINFORCEMENT. WEDGE ANCHOR I.L.O. J -BOLT NOTE: A 1/2" DIA x 10" LONG MINIMUM WEDGE ANCHOR MAY BE USED IN LIEU OF 1/2" DIA J -BOLTS, ANCHORS TO BE LOCATED NO CLOSER THAN 2" TO EDGES AND 6" FROM CORNERS AND ENDS. USE APPROVED EPDXY SYSTEM AT CONCRETE EDGES. DOWEL ROD NOTE: (IF APPLICABLE) WHERE SHOWN IN OR • ON PLAN THERE IS A VERTICAL #5 (f'c=3000 psi MINIMUM). DOWEL ROD REPAIR NOTE: IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM VERTICAL STEEL LOCATIONS, DRILL 6" INTO CONCRETE (3" FROM EDGES 75/8" AND 4" FROM ENDS OF CAP WALLS), REMOVE DUST PER MANUFACTURER'S INSTRUCTIONS AND USE 2 PART EPDXY TO ANCHOR #5 REBAR IN PLACE, USE HILTI C-100, SIMPSON EPDXY-TIE OR EQUAL EPDXY ADHESIVE FOR CONCRETE, FOUNDATION LOAD CAPACITY NOTE: THE FOUNDATION DESIGN SHALL HAVE A MINIMUM LOAD CAPACITY OF 2000 PSF WITH A MINIMUM OF 95% OF MODIFIED PROCTOR PER ASTM D 1557. IN THE EVENT THE SOIL BEARING CAPACITY FALLS BELOW THE AFOREMENTIONED MINIMUM, THIS FOUNDATION PLAN MAY BE SUPERSEDED BY AN ENGINEER IN SPECIALIZED FOUNDATION DESIGN. FOUNDATION NOTES: 1, CONCRETE SHALL BE A MINIMUM 3 1/2" THICK OVER CLEAN, TERMITE TREATED, COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER. SUBTERRANEAN TERMITE t POST-TREATMENT MAY BE BORACARE TERMITICIDE APPLIED TO GROUND FLOOR WOOD SURFACES; ILO SOIL TREATMENT. 2. CONCRETE SLAB SHALT_ CONTAIN A MINIMUM OF 1 1/2 Ibs OF FIBERMESH PER YARD. 3, CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF NOT LESS THAN. 2500 psi. 4. ALL REBAR SHALL BT GRADE 40, 5. MINIMUM COVERAGE FOR REBAR SHALL BE 3" IN FOOTERS AND 1-1/2" IN WALLS, HOOKS MAY BE ROTATED HORIZONTALLY IF REQUIRED TO ACHIEVE MINIMUM COVERAGE. 6, REBAR OVERLAP SHALL BE 40 BAR DIAMETERS. (25" FOR #5 BARS), STRUCTURAL NOTES STRUCT.dwg SHEAR WALL NOTES: 01JUL05 GSW1 STUDS: A) FOR SHEARWALLS, BLOCKING IS REQ'D AT ALL SHEATHING EDGES BETWEEN STUDS. B SPACING AT 24' ON CENTER (MAXIMUM), C FOR MINIMUM SPECIES AND GRADE SEE GENERAL NOTES. D) SHEARWALL ENDS SHALL BE DOUBLE STUDDED. THIS MAY BE A COMPOSITE OF A FULL JACK AND STUD OR A COMBINATION OF CORNER STUDS. GSW2 STRUCTURAL WALL SHEATHING: MINIMUM 15/32" CDX PLYWOOD OR 7/16" APA APPROVED O.S.B. GSW3 NAILING SCHEDULE: USE 8d GUN NAILS AT THE FOLLOWING SPACING: 6" ON CENTER THROUGHOUT (UNO) GSW4 -DENOTES SHEAR WALL LOCATION A) LENGTHS SHOWN ARE THE MIN. LINEAL FEET OF SHEAR WALL REQUIRED. B) IF THERE IS NO SHEAR WALL DENOTED ON FLOOR PLAN THEN ALL BEARING EXTERIOR FRAME WALLS GREATER THAN 16" IN LENGTH ARE REQUIRED TO BE CONSTRUCTED AS SHEAR WALLS, (SEE SHEARWALL FRAMING SPECS DETAIL), GSW5 INTERIOR SHEAR WALLS SHALL USE 7/16" O.S.B. SHEATHING NAILED WITH 8d GUN NAILS AT 6" ON CENTER THROUGHOUT LINO WITH A J -BOLT, WEDGIT, OR A HTT22 REQUIRED AT ENDS UNLESS FRAME WALL TO BLOCK CONNECTION IS AVAILABLE. PROVIDES 197 plf IN GROUP III SPECIES FRAMING). GSW6 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH DOWNPOURS AT EACH END ARE SHEAR WALLS, GSW7 ALL EXTERIOR POURED CONCRETE WALLS ARE SHEAR WALLS. STRUCTURAL NOTES: G1 DESIGN PARAMETERS: DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIFIC NOTES ROOF LOADS: LIVE LOAD (LL); 20psf (25% DURATION INCREASE) DEAD LOAD (DL): 17psf SHINGLE; 25psf TILE WIND CALCS: DEAD LOAD (DL); 10.2psf SHINGLE; 15psf TILE (60% DURATION INCREASE) FLOOR LOADS: DL: 15psf; LL: 40psf (0% DURATION INCREASE) BALCONY: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 60psf . STAIRS: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 100psf G2 MINIMUM LUMBER SIZES, SPACES, GRADES, AND SPECIES (UNO) A) INTERIOR NON-BEARING WALLS: 2x4 STUDS AT 24" ON CENTER. SPRUCE -PINE -FIR (SPF) GRADED LUMBER (OR BETTER) OR METAL STUDS. CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS. B) FRAME BEARING WALLS: SPF #2 (MIN) 20 STUDS @ 16" 0/C TO 10% USE 2x6 & MID HT BLOCKING BETWEEN STUDS OVER 10' UNO. C) HEADERS; SYP, GR 2, (2) 2x12 W/ 1/2" SOLID SPCR UNO ON PLAN OR DETAILS. NAIL PLIES W/ 10d ® 3" 0/C EDGES & 6" FIELD, G3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY, OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH, G4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE SHALL BE PRESSURE TREATED (PT). G5 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER BCSI-B1 SUMMARY SHEET, G6 TILE ROOF INSTALLATION WILL USE 90# FELT & HOT MOP W/ SCREW DOWN INSTALLATION PER ROOF TILE INSTITUTE SYSTEM TWO. G7 GALV (26 Go MIN) OR ALUM FLASHING SHALL BE USED AT GUTTERS, WALL & ROOF INTERSECTIONS, ROOF SLOPE CHANGES, & ROOF OPENINGS. G8 ONLY SHINGLES AND FASTENERS FROM THE BUILDING DEPARTMENT'S LATEST APPROVED ROOF COVERING MANUFACTURER'S LIST (IF APPLICABLE) SHALL BE USED. TESTING DATA FOR FASTENERS, WHICH SHALL BE (6) PER SHINGLE, WILL BE PROVIDED UPON REQUEST, G9 REBAR IS GRADE 40 LINO ON PLAN. PLACEMENT IS PER TYP WALL SECT & PLAN. G10 ALL COEFFICIENTS AND CALCULATIONS ARE PER ASCE 7-98. G11 ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS UNO AND ALL CONNECTORS SHALL BE NAILED PER MANUFACTURER'S SPECS. G12 EXTERIOR CEILING MATERIAL WILL BE 5/8" GYPSUM SOFFIT BOARD AS A MINIMUM WHICH CAN PROVIDE FULLY ENCLOSED STRUCTURAL INTEGRITY, G13 OVERLAP DOUBLE TOP PLATES 24" AND ANCH WITH 10d AT 16" O.C. WITH (3) 10d's AT CORNERS, FULLY ENCLOSED BUILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF 7,18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING, WINDOW TOLERENCE NOTE: A MAXIMUM OF 1/4" TOLERENCE ON EACH SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS, LNTLNOTE.dwg LINTEL NOTE: 20SEP02 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS, zT - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS, FLRNOTEM,dwg GENERAL PLAN NOTES: 20SEP02 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2. A SINGLE 8" BOND BEAM SHALL BE USED WITH (1) #5 REBAR IN THE TOP COURSE, NOTE TO BUILDER: ALLOWABLE TOLERANCE SPACING AS FOLLOWS: J -BOLT .......................... ± 2" O.C. DOWNPOURS .................. f 8" O.C. I,low 4 -UNIT TIVOLI TOWNHOMES REVISIONS SCALE (UNO): 1,-O„ w/BY „ REV DATE DESCRIPTION DRAWN BY I APPROVAL 0 05SEP02 119SEP05 ENG. COMPLETED T MCDONALDI S KASTNER 1 20NOV02 STRUCTURALS CHAD W, S KASTNER 2 OR EXCEEDS SECTION 1606, SPEC D SWIFT I S KASTNER 3 MICHAEL P. MELZER P.E. LICENSE # PE 41101 EDITION' FB+c r 4 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone; (321)-636-0489 5 6 FULLY ENCLOSED BUILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF 7,18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING, WINDOW TOLERENCE NOTE: A MAXIMUM OF 1/4" TOLERENCE ON EACH SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS, LNTLNOTE.dwg LINTEL NOTE: 20SEP02 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS, zT - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS, FLRNOTEM,dwg GENERAL PLAN NOTES: 20SEP02 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2. A SINGLE 8" BOND BEAM SHALL BE USED WITH (1) #5 REBAR IN THE TOP COURSE, NOTE TO BUILDER: ALLOWABLE TOLERANCE SPACING AS FOLLOWS: J -BOLT .......................... ± 2" O.C. DOWNPOURS .................. f 8" O.C. I,low 4 -UNIT TIVOLI TOWNHOMES CONFORMS T0: FBC 2001 120 M.P.H. B EXPOSURE (IMPORTANCE FACTOR ONE) SCALE (UNO): 1,-O„ w/BY „ CDS a ORL-000286-05 ORL-000289-05 FULLY ENCLOSED BUILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF 7,18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING, WINDOW TOLERENCE NOTE: A MAXIMUM OF 1/4" TOLERENCE ON EACH SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS, LNTLNOTE.dwg LINTEL NOTE: 20SEP02 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS, zT - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS, FLRNOTEM,dwg GENERAL PLAN NOTES: 20SEP02 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2. A SINGLE 8" BOND BEAM SHALL BE USED WITH (1) #5 REBAR IN THE TOP COURSE, NOTE TO BUILDER: ALLOWABLE TOLERANCE SPACING AS FOLLOWS: J -BOLT .......................... ± 2" O.C. DOWNPOURS .................. f 8" O.C. I,low 4 -UNIT TIVOLI TOWNHOMES ENGINEERING SHEET SCALE (UNO): 1,-O„ w/BY „ CDS a ORL-000286-05 ORL-000289-05 SHEET; T1 D PROD. DEV. SGT 71545 WALLS: CHECKED 8Y MASTER () X XXXX05BR_01 STEPHEN E. KASTNER P.E. THE DESIGN SHOWN MEETS LICENSE # PE 39528 OR EXCEEDS SECTION 1606, CHAPTER 16 OF; THE 2001 MICHAEL P. MELZER P.E. LICENSE # PE 41101 EDITION' FB+c r al 9 2 05 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone; (321)-636-0489 - FOR STRUCTURAL CERTIFICATION ONLY A 6 00 I I 22-4 21-8-8 21-4 Z- U 21-4 , on 22-8 I MANUFACTURER QTY. I 7-0 O 301 C3O3 302 I X \x/ 302 XIf T of 7— 0 �- II Q2 303 301 3-6 10-6 7r 12-2 10-0 12-0 7r 21-4 CADSCHED,dwg 20SEP02 ANCHOR ZCONNECTOR SCHEDULE NOTES: (1) TRUSS TO BLOCK CONNECTIONS ARE WITH NUMBER 101 U.N.O. ON LAYOUT (XX lbs): 2 PLY (2) ROOF TRUSS TO FRAME CONNECTIONS ARE WITH NUMBER 201 U.N.O. ON LAYOUT [XX lbs]: SYP (Southern Yellow Pine) (3) ALL CONNECTORS ARE "OR EQUAL/BETTER" {U.N.O.J: Unless Noted Otherwise NO. I MANUFACTURER QTY. PART NO. ATTACHMENT CONNECTED ELEMENTS MAX. UPLIFT 101 USP 1 HTA16 (10) 10d x 1.5 TRUSS TO BOND BEAM 1500 LBS 102 USP 2 HTA16 (10) ' 10 x 1.5 EA TRUSS TO BOND BEAM 3000 LBS t USP 1 RT7 10-8d x 1.5 TRUSS TO TOP PLATE 585 LBS 6 SPTH SERIES TOP PLATE TO STUD USP 1 (48" O.C.) 12-10d x 1,5 AT SHEATHING EDGES USP 1 SPTH SERIES 12-10d x 1,5 SAME STUD TO BOTT. PLATE • ONLY REQUIRED IF (48 O,C.) TOP PLATE TO STUD SHEATHING STOPS WITHIN SHEATHING SEE NAILING SCHED. TOP PLATE TO STUD 16" OF BOTTOM PLATE. SHEATHING SEE NAILING SCHED, TO BOTTOM PLATE O/WISE NAIL SHEATHING AT J -BOLT 1/2"0 W/ 2" WASHER @ BOTTOM PLATE TO BOND 3" O.C. HERE. (2 STAGGERED 1 (OR WEDGIT) 48" O.C.- MIN.7" EMBED. BEAM OR FOUNDATION 202 USP 2 RT7 10-8d x 1.5 EA TRUSS TO TOP PLATE 1170 LBS (OR 1) €HTW20 €24-10d_ x 1.5 TRUSS DROP LEG TO TOP PLTJ USP 1 SPTH SERIES (32 O.C.) 12-10d x 1.5 TOP PLATE TO STUD USP 1 SPTH SERIES 12-10d x 1.5 SAME STUD TO BOTT. PLATE 2630 LBS 303 USP 2 (32" O.C.) 24-1 Od x 1.5 PLATE AND STUDS [3060 LBS] 32-10d x 1.5 & 5/8"0 ALL TOP PLATE TO STUD USP 1 SHEATHING SEE NAILING SCHED. TO BOTTOM PLATE 401 USP 1 J -BOLT 1/2"0 W/ 2" WASHER @ BOTTOM PLATE TO BOND 585 LBS USP 1 (OR WEDGIT) 24" O.C.- MIN. 7" EMBED. BEAM OR FOUNDATION (48' O.C.) TRUSS (OR BEAM) TO 203 USP 2 HTW20 24-1 Od x 1.5 EA TOP PLATE AND STUD(S) 2630 LBS USP 1 HTT22 32-10d x 1.5 & 5/8"0 WEDGIT STUD(S) TO FOUNDATION [3060 LBS] USP 1 SPTH SERIES OR ANCHOR BOLT (10" EMBED.) SAME STUD TO BOTT.. PLATE 301 USP 1 RT7 10-8d x 1.5 TRUSS TO TOP PLATE 585 LBS • ONLY REQUIRED IF NO SHEATHING, OR IF SHEATHING 1 SPTH SERIES 1/2"0 W/ 2" WASHER Ce? TOP PLATE TO STUD USP 1 (48" O.C.) 12-10d x 1.5 AT SHEATHING EDGES 403 USP 1 SPTH SERIES 12-10d x 1,5 SAME STUD TO BOTT. PLATE 2630 LBS (48 O.C.) PLATE AND DBL STUDS (MIN) * ONLY REQUIRED IF 1 MSTC 52 48-10d EA TOP PLATE TO STUD [ 3060 LBS] SHEATHING STOPS WITHIN SHEATHING SEE NAILING SCHED. TO BOTTOM PLATE a" OF BOTTOM PLATE. 32-10d & 5/8"0 WEDGIT OR STUDS TO BOND BEAM OTHERWISE NAIL 1 HTT22 1/2" x 4" LAG SCREW WITH BOTTOM PLATE TO SHEATHING AT 3" O.C. RT16 2" WASHER AT 24" O.C. OR FLOOR TRUSS 945 LB'S 603 IN THIS AREA. 1 (OR RT16-2) AT EACH FLOOR TRUSS OR LEDGER [1030 LBS] HTA16 FLOOR TRUSS TO BOND USP 1 (U.N.0.) 13-10 x 1.5 BEAM OR FOUNDATION 1170 LBS CADSCHED.dwg ANCHOR/CONNECTOR SCHEDULE - 20SEP02 NOTES: (1) TRUSS TO BLOCK CONNECTIONS ARE WITH NUMBER 101 U.N.O. ON LAYOUT (XX Ibs):2 PLY Yellow Pine) (2) ROOF TRUSS TO FRAME CONNECTIONS ARE WITH NUMBER 201 U.N.O. ON LAYOUT [XX lbs]: SYP (Southern (3) ALL CONNECTORS ARE "OR EQUAL/BETTER" )U.N.O.(: Unless Noted Otherwise NO. MANUFACTURER QTY. PART NO. ATTACHMENT CONNECTED ELEMENTS MAX. UPLIFT S KASTNER 1 2 RT7 10-8d x 1.5 EA TRUSS TO TOP PLATE 1170 LB'S t USP (OR 1� €HTW20� €24-10d x 1.51 €TRUSS DROP LEG TO TOP PLT} 4 CHAPTER'° 16 QF THE 2001 EDITION FB,C. USP 1 SPTH SERIES 12-1 Od x 1.5 TOP PLATE TO STUD — - FOR CTURAL CERTIFICATION --ONLY 6 (32 O.C.) USP 1 SPTH SERIES 12-1 Od x 1.5 SAME STUD TO BOTT. PLATE (32 O.C.) • ONLY REQUIRED IF TOP PLATE TO STUD SHEATHING STOPS WITHIN SHEATHING SEE NAILING SCHED. TO BOTTOM PLATE 16" OF BOTTOM PLATE. O/WISE NAIL SHEATHING AT * 1/2" x 6" LAG SCREW WITH BOTTOM PLATE TO 3" O.C. HERE. (2 STAGGERED 2" WASHER AT 24" O.C. OR FLOOR TRUSS ROWS ON FLOOR TRUSS) AT EACH FLOOR TRUSS HTA16 FLOOR TRUSS TO BOND USP 1 (U.N.0.) 13-10 x 1.5 BEAM OR FOUNDATION TRUSS (OR BEAM) TO TOP 2630 LBS 303 USP 2 HTW20 24-1 Od x 1.5 PLATE AND STUDS [3060 LBS] 32-10d x 1.5 & 5/8"0 ALL STUDS THRU FLR TRUSS (BLOCK AS USP 1 HTT22 THREAD & EPDXY (10" EMBED.) REQ'D) TO BOND BEAM OR FOUND. 401 USP 1 RT7 10-8d x 1.5 TRUSS TO TOP PLATE 585 LBS USP 1 SPTH SERIES 12-1 Od x 1.5 TOP PLATE TO STUD (48' O.C.) * MSTA 48 SAME STUD TO FLOOR TRUSS USP 1 AT 48" O.C. 26-10d x 1.5 (BLK AS REQ'D) TO STUD USP 1 SPTH SERIES 12-1 Od x 1.5 SAME STUD TO BOTT.. PLATE (48 O.C.) • ONLY REQUIRED IF NO SHEATHING, OR IF SHEATHING 1 J -BOLT 1/2"0 W/ 2" WASHER Ce? BOTTOM PLATE TO BO ND STOPS WITHIN TOP P OR BOTTOM PLATES___ (OR WEDGIT) 48" O.C.- MIN, 7" EMBED. BEAM OR FOUNDATION 403 USP 2 HTW 20 24-10d x 1,5 TRUSS OR BEAM TO TOP 2630 LBS PLATE AND DBL STUDS (MIN) USP 1 MSTC 52 48-10d EA DBL. STUDS TO FLOOR TRUSS [ 3060 LBS] (BLK AS REQ'D) TO DBL. STUDS 32-10d & 5/8"0 WEDGIT OR STUDS TO BOND BEAM USP 1 HTT22 ANCHOR BOLT (8" EMBED.) OR FOUNDATION RT16 TRUSS TO BEAM 945 LB'S 603 USP 1 (OR RT16-2) 16-8d x 1.5 OR LEDGER [1030 LBS] 2 RT7 (10) 8d x 1.5 EA TRUSS TO TOP PLATE 1170 LBS ffl USP IOR 11 €HTW201 €(24) 10d x 1.5� €TRUSS DROP LEG TO TOP PLT USP 1 SPTH SERIES (12) 10d x 1.5 TOP PLATE TO STUD (32 O.C.) USP 1 SPTH SERIES (12) 10d x 1.5 SAME STUD TO (32" O.C.) BOTTOM PLATE " ONLY REQUIRED IF TOP PLATE TO STUDS SHEATHING STOPS WITHIN SHEATHING SEE NAILING SCHED. TO BOTTOM PLATE 16" OF BOTTOM PLATE. OMSE NAIL SHEATHING AT ' 1/2" x 6" LAG SCREW WITH BOTTOM PLATE TO 3" O.C. HERE. (2 STAGGERS ROWS ON FLOOR TRUSS) 2" WASHER AT 24" O.C. OR AT EACH FLOOR TRUSS TRUSS OR BEAM "FOLLOW HANGER MANUFACTURER INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTION" A= TEID26 (Qty 20) THIS IS A TRUSS PLACEMENT DIAGF�AM ONLY. WHEN THIS LAYOUT IS SIGNED AND SEALED BY THE TRUSS DESIGN ENGINEER AS THE TRUSS DESIGN ENGINEER, IT IS NOT INTENDED TO RELIEVE THF- TRUSS SYSTEM ENGINEER AND OR THE. ENGINEER OF RECORD 'L "'-" FROM REVIEWI G AND APPROVING THIS DOCUMENT. 8'-8" PLATE HGT. 19 -0 PLATE HGT. NOTES: (1) TRUSS TO BLOCK CONNECTIONS WITH UPLIFTS LESS THAN 1500 LBS ARE WITH NUMBER 101 U.N.O. ON LAYOUT (2) ROOF TRUSS TO FRAME CONNECTIONS WITH UPLIFTS LESS THAN 431 LBS ARE WITH NUMBER 201 U.N.O. ON LAYOUT TRUSS CONNECTOR LEGEND tiff X X INDICATES THE ENTIRE INDICATES A SPECIFIC INDICATES ALL INCLUDED WALL TO THE CORNERS, TRUSS TO TOP PLATE/ TRUSS TO TOP PLATE/ LINTEL CONNECTION. LINTEL CONNECTION. 'jai 4 -UNIT TIVOLI TOWNHOMES REVISIONS SCALE (UNO): REV DATE DESCRIPTION DRAWN BY APPROVAL 0 05SEP02 ENG. COMPLETED T MCDONALD S KASTNER 1 20NOV02 STRUCTURALS CHAD W. S KASTNER 2 19SEP05 SPEC D SWIFT S KASTNER 3 THE DESIGN SHOWN MEETS LICENSE # PE 39528 OR EXCEEDS SECTION 1606, 4 CHAPTER'° 16 QF THE 2001 EDITION FB,C. MICHAEL P. MELZER P.E. LICENSE # PE 41101 5 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 — - FOR CTURAL CERTIFICATION --ONLY 6 TRUSS CONNECTOR LEGEND tiff X X INDICATES THE ENTIRE INDICATES A SPECIFIC INDICATES ALL INCLUDED WALL TO THE CORNERS, TRUSS TO TOP PLATE/ TRUSS TO TOP PLATE/ LINTEL CONNECTION. LINTEL CONNECTION. 'jai 4 -UNIT TIVOLI TOWNHOMES TRUSS LAYOUT SCALE (UNO): cos a ORL-000286-05 SHEET: 3/16" = 13-0" ORL-000289-05 T 2 DRAWN BY SCT I) 71545 WALLS: PROD. DEV. ID CHECKED BY MASTER ff X XXXX05BR-01 JD STEPHEN E. KASTNER P.E. THE DESIGN SHOWN MEETS LICENSE # PE 39528 OR EXCEEDS SECTION 1606, CHAPTER'° 16 QF THE 2001 EDITION FB,C. MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 — - FOR CTURAL CERTIFICATION --ONLY 0 i 16" WRAP TRUSS W SHAFT LINER A 0=4 21-4 m ; E1• 21-4 02111 C'i crrc- E-1 cr17 ABBY v _ NOTES: (1) TRUSS TO BLOCK CONNECTIONS ARE WITH NUMBER 101 U.N.O. ON LAYOUT (XX lbs): 2 PLY [XX lbs]: SYP (Southern Yellow Pine values) AUSTIN (3) ALL CONNECTORS ARE "OR EQUAL/BETTER" )UNOI: Unless Noted Otherwise MADISON I vv ABBY QTY. 10-6 12-2 10-0 12-0 10-0 11-4 12-2 10-6 2X6 PTN Od NAILS INTO TRUSS( 2X4 PT(10d NAILS INTO T( BLAZE GUARD BLAZE GUARD SHEATHING * FASTEN SHAFT LINER TO TRUSSES AND BLOCKS W/ SCR WS PER MANUFACTURERS RECOMMENDATIONS * FIRE QAULK ALL JOINTS AND SEAMS 22-4 22-0 22--0 **FOLLOW HANGER MANUFACTURER INSTALLATION RECOMMENDATIONS FgI$F Aft %C U. W*MANUFACTURER INSTALLATION ML = SKH46L (Qty. 2) RECOMMENDATIONS FOR HANGER CONNECTION" THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. ML = SKH46L (Qty. 2) WHEN THIS LAYOUT IS SIGNED AND SEALED BY THE TRUSS DESIGN ENGINEEjTi4 if RU9US D SI, C 55 DIN �' ACEM EN T DIAGRAM ONLY. IT IS. NOT INTENDED TO VE E I�`5 ENGINEER AND/OR THAM 4 RR _6H46SORDAYOU T IS SIGNED AND SEALED BY THE FROM REVIEWING AND TRU'6S TffEI33NTENGINEER AS THE TRUSS DESIGN ENGINEER, IT IS NOT INTENDED TO RELIEVE THE TRUSS SYSTEM ENGINEER AND/OR THE ENGINEER OF RECORD FROM REVIEWING AND APPROVING THIS DOCUMENT. TWN3 FIRE OVERHANG DETAILS 9-30-03 SCALE: 1/2" = 1'-0" 6 P.T. 4 P.T. AFT LINER iss 7 �04 CONN_SCHEDULE.&g ANCHOR ZCONNECTOR SCHEDULE 2 NOTES: (1) TRUSS TO BLOCK CONNECTIONS ARE WITH NUMBER 101 U.N.O. ON LAYOUT (XX lbs): 2 PLY [XX lbs]: SYP (Southern Yellow Pine values) (2) ROOF TRUSS TO FRAME CONNECTIONS ARE WITH NUMBER 201 U.N.O. ON LAYOUT (3) ALL CONNECTORS ARE "OR EQUAL/BETTER" )UNOI: Unless Noted Otherwise NO. MANUFACTURER QTY. PART NO. ATTACHMENT CONNECTED ELEMENTS RATED UPLIFT 101 USP 1 HTA16 (10) 10d x 1.5 TRUSS TO BOND BEAM 1500 LBS 102 USP 2 HTA16 (10) 10 x 1.5 EA TRUSS TO BOND BEAM 3000 LBS 201 USP 1 RT7 (10) 8d x 1.5 TRUSS TO TOP PLATE 585 LBS 6 USP 1 SPTH SERIES (12) 1 O x 1.5 TOP PLATE TO STUD (48" O.C.) USP 1 SPTH SERIES (12) 10d x 1.5 SAME STUD TO (48" O.C.) BOTTOM PLATE J—BOLT 1/2"0 W/ 2" WASHER © BOTTOM PLATE TO BOND 1 (OR WEDGIT) 48" O.C.- MIN. 7" EMBED. BEAM OR FOUNDATION 601 USP 1 RT7 (10) 8d x 1.5 TRUSS TO BEAM 585 LBS OR LEDGER AT 16" O.C. WITH 2" WASHER 803 1 1/2" A—BOLTS J—BOLTS OR ALL THREAD EPDXYED TRUSS TO BOND BEAM SHEAR CONN INTO BOND BEAM (AS REQ,D) GIRDER/HEADER: (12) 16d FLOOR 45° LH 1450 lbs— FLOOR ML USP 1 SKHH46L1815 TRUSS/JOIST: (6) 16d SKEWED/SLOPED HANGER Ibs— ROOF 1160 lbs— UPLIFT GIRDER/HEADER: (2) 3/4" WEDGITS 2—PLY LVL FACE MOUNT 5870 Ibs— FLOOR Q O USP 1 UMH358 TRUSS/JOIST: (16) 16d BEAM TO MASONRY ANCHOR 570 bs— 4785 Ibs— UPLLIIFT NOTES: (1) TRUSS TO BLOCK CONNECTIONS WITH UPLIFTS LESS THAN 1500 LBS ARE WITH NUMBER 101 U.N.O. ON LAYOUT (2) ROOF TRUSS TO FRAME CONNECTIONS WITH UPLIFTS LESS THAN 431 LBS ARE WITH NUMBER 201 U.N.O. ON LAYOUT 22-3 N USE 8d GUN NAILS (2" x .113"0 MIN.) SPACED 6" 0/C. PLACE NAILS 3/8" MIN. FROM EDGES & 2" MIN FROM CORNERS, PROVIDES 200 plf OF SHEAR STRENGTH. 1101 7 16" OSB SHEAR SPECIFICATIONS aeoclo3 SCALE: NTS (2) 2x8 FOR OPENINGS TO 5'-4"; BLOCK DOWN AT 16" O.C. AS RECD (2) 2x10 FOR OPENINGS TO 6'-6"; FOR WALL/WINDOW HEIGHT (ADDITIONAL (2) 2x12 FOR OPENINGS >6'-6'; BLOCKING ABOVE HEADER IS ACCEPTABLE) UNO ON PLAN F - SHEATHING ACTS AS STRAP Iri J cj FLOOR TRUSS 1/2" A -BOLT O 24" 0/C UNO (OR USP HTA16 24" 0/C) & SHEARWALL ENDS AS APPLICABLE 0712 2nd FLOOR FRAMING DETAIL 'i1J ! SCALE: NTS -41- 1/2"0 LAG SCREW W/ 2" I WASHER 0 24" 0/C OR PLYWOOD SHEATHING FOR SHEARWALL 0 EA. FLOOR TRUSS. ONLY & ALSO ACTS AS STRAP FOR LOAD PATH REQD IF SHEATHING CONTINUITY. STOPS 0 BOTT PLT PER CONN SCH RIBBON STUDS AT 16" O.C. I•II•I BOARD 11 U —_-1: T- 4-� USP HTA16 I..1 EMBED. ANCH• FLOOR 1 I ALSO SERVES TRUSS 1'I AS SHEARWALL .•:I [END HOLDOWN BOTTOM PLATE #5 VERT REBAIR W/ --j 12" HOOK INTO TIE BEAM 1��2ND FLOOR SHEARWALL FRAMING DETAIL SCALE: NTS 4 -UNIT TIVOLI TOWNLIOMES REVISIONS SCALE (UNO): REV I DATE USP SPTH SERIES (TYP) BLOCKING REQUIRED ONLY FOR HORIZONTAL SHEATHING JOINTS 1/2"x4" (MIN) LAG SCREW W/ 2 WASH AT 24" O.C. (ONLY REQ'D IF SHEATHING STOPS 0 BOTT (PLATE PER CONN. SCIHED). APPROVAL 0 (2) USP MSTA24 0 EA END OF HDR FACE NAIL FULL STUD JACK W/ 10d GUN I NAILS AT 12" O.C. STAGGERED MIN 3/4 " FROM EDGE �-SHEATHING ACTS AS STRAP ENG, COMPLETED IT MCDONALDI ASTUDTO 1 120NOV02 o Q Ld w w C JACK USE (2) JACKS FOR HDRS OVER 5'-4" LONG FULL STUD 2 19SEP05 SPEC D SWIFT S KASTNER 3 THE DESIGN SHOWN MEETS LICENSE # PE 39528 OR EXCEEDS SECTION 1606, 4 CHAPTER 1.6 OF THE 2001 EDITION F MICHAEL P. MELZER P.E. LICENSE # PE 41101 5 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 STRUCTURAL CERTIFICATION ONLY 6 rp--- --- ^j6- Iri J cj FLOOR TRUSS 1/2" A -BOLT O 24" 0/C UNO (OR USP HTA16 24" 0/C) & SHEARWALL ENDS AS APPLICABLE 0712 2nd FLOOR FRAMING DETAIL 'i1J ! SCALE: NTS -41- 1/2"0 LAG SCREW W/ 2" I WASHER 0 24" 0/C OR PLYWOOD SHEATHING FOR SHEARWALL 0 EA. FLOOR TRUSS. ONLY & ALSO ACTS AS STRAP FOR LOAD PATH REQD IF SHEATHING CONTINUITY. STOPS 0 BOTT PLT PER CONN SCH RIBBON STUDS AT 16" O.C. I•II•I BOARD 11 U —_-1: T- 4-� USP HTA16 I..1 EMBED. ANCH• FLOOR 1 I ALSO SERVES TRUSS 1'I AS SHEARWALL .•:I [END HOLDOWN BOTTOM PLATE #5 VERT REBAIR W/ --j 12" HOOK INTO TIE BEAM 1��2ND FLOOR SHEARWALL FRAMING DETAIL SCALE: NTS LEDGER NOTE: ALL LEDGERS ARE (2)2x6 P.T. FLRTRUSS.dwg FLOOR TRUSS NOTE: 20SEP02 FLOOR TRUSSES WITH NO UPLIFT SHALL BE TOE—NAILED TO BEARING FOR STABILIZATION. NO OTHER UPLIFT CONNECTIONS ARE REQUIRED UNLESS NOTED OTHERWISE ON LAYOUT. TRUSS CONNECTOR LEGEND 11x INDICATES THE ENTIRE INDICATES A SPECIFIC INDICATES ALL INCLUDED WALL TO THE CORNERS, TRUSS TO TOP PLATE/ TRUSS TO TOP PLATE/ LINTEL CONNECTION. LINTEL CONNECTION. 7!77 77 17 4 -UNIT TIVOLI TOWNLIOMES REVISIONS SCALE (UNO): REV I DATE DESCRIPTION I DRAWN BY I APPROVAL 0 1 05SEP02 ENG, COMPLETED IT MCDONALDI S KASTNER 1 120NOV02 STRUCTURALS CHAD W, I S KASTNER 2 19SEP05 SPEC D SWIFT S KASTNER 3 THE DESIGN SHOWN MEETS LICENSE # PE 39528 OR EXCEEDS SECTION 1606, 4 CHAPTER 1.6 OF THE 2001 EDITION F MICHAEL P. MELZER P.E. LICENSE # PE 41101 5 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 STRUCTURAL CERTIFICATION ONLY 6 LEDGER NOTE: ALL LEDGERS ARE (2)2x6 P.T. FLRTRUSS.dwg FLOOR TRUSS NOTE: 20SEP02 FLOOR TRUSSES WITH NO UPLIFT SHALL BE TOE—NAILED TO BEARING FOR STABILIZATION. NO OTHER UPLIFT CONNECTIONS ARE REQUIRED UNLESS NOTED OTHERWISE ON LAYOUT. TRUSS CONNECTOR LEGEND 11x INDICATES THE ENTIRE INDICATES A SPECIFIC INDICATES ALL INCLUDED WALL TO THE CORNERS, TRUSS TO TOP PLATE/ TRUSS TO TOP PLATE/ LINTEL CONNECTION. LINTEL CONNECTION. 7!77 77 17 4 -UNIT TIVOLI TOWNLIOMES TRUSS LAYOUT SCALE (UNO): CDS # ORL-000286-05 SHEET: 3/16" = 1'-0" ORL-000289-05 DRAWN BY PROD. DEV. SCT 71545 WALLS: CHECKED BY MASTER # X XXXX05BR_01 STEPHEN E. KASTNER P.E. THE DESIGN SHOWN MEETS LICENSE # PE 39528 OR EXCEEDS SECTION 1606, CHAPTER 1.6 OF THE 2001 EDITION F MICHAEL P. MELZER P.E. LICENSE # PE 41101 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 STRUCTURAL CERTIFICATION ONLY Design No U435 D ece bef 212 2004 Asse mb ly Rating —3 Hr or 4 Hr (See Item 4 i No 1b caring Wall Ii t FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB OR 1/2" CDX- ANCH W/ 8d GUN NAILS PER SCHED 12 TRUSS ANCHOR - SEE ANCHOR SCHEDULE vnfuEs ALUMINUM DRIP EDGE - ALUMINUM FASCIA OVER 2x NAILER PERFORATED ALUM.. - OR VINYL SOFFIT TEXTURED CEMENT OVER WIRE LATH ON FRAME CONSTRUCTION i 7/16" OSB OR 15/32 CDX ANCHORED WITH 8d GUN NAILS AT 6" AND 12" O.C. (U,N.O.) EXTENDED OVER FLOOR TRUSS- -OR USE 1/2" DIA LAG SCREW EA, FLOOR TRUSS (OR 24" O.C.) AT 2 1/4" FROM OUTSIDE EDGE (PER CONNECTOR SCHEDULE) (2) 1 O NAILS AT EACH TRUSS TRUSS ANCHOR- SEE CONNECTOR SCHEDULE 1. Studs — C1�anr�e�l -shaped, 1-��� in. wide by 1-114 in deep, vAth 5/16 in fo lded back return flange legs. Fabricated from No. 2 5 MSG galvanized steel. Stud spacing 16 or 24 in. OC. Studs to be cut 1 in. less than assembly hei ght. 2. Flaor and Cdlirg R>„x — Channel -shaped ed runners a 1- 5 in. wide by 1-1 /4 in. deep, fabri cated from No. 2 5 MSG galvanized steel. Attached to fl o or and ceiling with fasteners spaced 24 in. OC . 3. Batts and. El i* — (op►ti or.Ed) — Mineral wool insulation, partially or completely filling stud cavity ROCK WOOL MANUFACTURING C0 -- Delta B card. THERMAFIBER INC — Type SAFBI . . F%er, rayed -- As an alt e to Batts and B lankets (It ern 3) --- Spray appli ed cellul o se it atmial. The fiber is appli ed'eith %ter to ,. coffjpl etely fill the enc.o sed cavity its accordance with the application instructi ns supplied vAth the product. No mirLal dry density of ft Ha . Altermte appli cion metho d: The fib er i s appli ed with U. S. Gree nfib er LLC Typ e ALS 10 0 hot melt adhesive at a nominal rati o o f o ne part s adhesive to 6.6 parts fiber to compl ete1y fill the enclo sed cavity in accordance with the appli on oati instructions li ed with the o dint. � ons s>! �pp � Nonml density of 2.51b/0 . U S GREENFIE EIS L L C — Co 0o ons Stabilized or C o co on-FRM (Fire Dated Material) . F * — As an alternate to Batts and B 1a ots (Item 3) .*. s., and Item 3A S ra a li ed cellulo s e insulati on material . The fiber is � app apple ed with meter to interior surfaces in accordance ith the apple Dation n instructions supplied lied urge the pro duct. Apl' �rylied to If, fill the a F e enclosed cavity. Minim density o f 4.3 pounds per cubic ft. ZEE -WOOL) CO INC — Cellulose Insulation 4. '-m, sum Board* —1 in. thi clr, 4 ft vAde ,Mth square or tapered edges .Far 4 Hr Rating Four layers of vallboard to be used. Inner layers to be applied vertically vAth joints centered over studs. Outer layEr rrray be applied verti cal1y or horizontally. First layer fastened to each stud. ith 1 in. long Type S, set f -tapping steel s crews. Second layer- fastened to each stud throw i the first layer v%dh l -5/8 in long, Type Sa self -tapping NOTE: RISERS AT 7 3/4" MAX TREADS AT 9" MINIMUM 2x6 HANDRAIL/CAP (2) RISERS + (1) TREAD SHALL NOT ATTACHED TO SPINDLES BE LESS THAN 24" OR MORE THAN 25" PER SECTION VIEW 2" SQ. SPINDLES SPACED SO A 4" SPHERE CANNOT 2x TREADS PASS THROUGH ATTACHED TO STRINGERS W/ (2) 16d NAILS ATTACH SPINDLES Z -a— 2x2 SPINDLES EE TO SKIRT BOARD AT <5.5" 0/C Q 00 1x12 FINISHED 1x12 SKIRT SKIRT BOARD BOARD 1/2" FINISHED 2x12 STRINGER 3 2x12 STRINGER GYPSUM 0 30" O.C. MAX ELEVATION VIEW PLAN VIEW OVER (MIN) INSULATION OVER AIR CONDITIONED SPACwith PRE-ENGINEERED TRUSS AT 24" o/c. steel screws. Third layer fastened to each stud through the n st an4F secO G j �,} layers 'i h 2 -1 r 4 in l or a, Type S, self -tapping steel screws. Fourth layex j -1/4 fastened to each stud through the first, second and third layers ith -5/8 in I onga Typ e S, self -tapping steel s crews. Firsts layer soreshall b e �j T,,��� ��''j {,� to cated 5 i�1,7. fromtoil,`}' and bottom o wall h a. nmi nmm spacing0 f 4 8 RADIUS 1/2" GYP CEIL BIRD�} DOUBLE 2x TOP PLATE {f,.,, in. 0. C. vert11 a l ly between top a bottomscrew. Second and I'd laver 1" HEADER PER OPENING SIZE ,.t� scream shall b e 1 o sated 4 and 3 in. a resp ectivelya from the top and bottom 05SEP02 WINDOW PER PLAN ZZ of van with the same vertical king as the first layer scram. Fourth o W layer scream shall be located 2 in from tops and bottom ofvrdll and spaced AS SHOWN MARBLE SILL V' 12 0 C vertically Each fourth r horizon b oard erd+�sMl b e W 1/2" DRYWALL (TYPICAL) yin ��l,,}a. cert. ered over ark. s eazed to the stud with screw spaced 1 /L in from end Ld 2x4 STUDS AT 16" o/c. > R-11 INSULATION j Q int and 12 in Q C v� iQall , B card ff d j oirls all b� srta f'Qd� At I CHAPTER.15•OF THE'2001 EDITION F'aC. b oard side j oints all s crews shall be to sated 1 /In from the j o ints. Fourth W 3/4" T & G PLYWOOD ANCHORED WITH GLUE AND 8d RING SHANK GUN NAILS AT 6" O.C. 1,� r layer also secured t the second layems 1- 11 i� long, a T e j 2x12 G 7 sel f tapping steel s creme to cated et en studs 1 in. from TO NAILS FLOOR TRUSS OR FLOOR ,�mid. �yb staggered the horizontal o int. Joints in each layer of ��nllbaa.rd to be staggered from PT 2x JOIST (PER PLAN) '= the 1 o ints in the adjacent laver and on opp o site sides e f studs. 1/2" GYP. CEIL. BRD. LINTEL COURSE WITH (1) #5 CONTINUOUS For 3 hr rating ing — Three lavers of vallboard to be used.. Irmer flyers to be AND #5 CORNER BARS WITH 25" TYPICAL OVERLAPS, FILL WITH 3000 psi PUMPMIX. ,app ja edvest, ,-+a ly v }h j e ints centered over studs. ud Out er layer f$y b e 8" U -SHAPED PRECAST LINTEL OVER ALL :Z appli ed veru filly or hori"ofly. First layer fastened to each stud ith 1 OPENINGS WITH (1) #5 IN EACH �'L- in l onga Type S, se,1..f} jt,appir �st,,eel sem} ems. 'Second. laver ,fastened to each 1x4 PT BUCKS ANCH TO CMU stud, through the first layer width 1 -5/8 Irl 1 onga Type S a self -tapping s eel W/ 1 3/8" T -NAILS OR 6d CASE � ¢ �,} },.� j �,},�,j j�,� �j�4 HRD GUN NAILS AT 6° 0/C OR PRECAST SILL BY PRECAST MANUFACTURER screen Third layerfast red o each s41.Cd through the fist ,~,,.,,,j second 2x6 PT BUCKS ANCH W/ 3/16"0 I j jJ,]jI,�j 1�4 d11A�1� 11A.,1 x3" TAPCONS ® 12" O/C W/ 1-1/4" j 'j r r� MINUMUM EMBED. 3/4" P.T. FURRING STRIPS (TYPICAL) C/) layers 4,11 2 -1 r 4in. long, Type Sa se. f -tapping steel scr . Fiat and WITH R4 (MINIMUM) INSULATION OVER a .F'""` second layer screws shall b e 1 e cate 4 and 3 in from top and bottom o f (1) #5 DOWEL 12" MINIMUM 1/2" DRYWALL (TYPICAL) TT�1 } �j �j yry� �y EMBEDMENT AND 25" LAP -TYP y{Sffl,,ll,, respectively, 4,11, a. r r13JL spacing of 4 8 in. 0 }C} vertically The BASE BOARD (TYPICAL) third d layer screwsshall b e le cated 2 in from tap and b o tom o f wall with. a. CLEANOUT OPENING FOR EACH GROUTED CELL I f 1 C �{i t14rdloxy!d er haiiallL+dl TYPICAL FOOTER - SEE FOUNDATION 3 1/2" MINIMUM CONCRETE SLA PLAN FOR SIZE AND REINFORCEMENT REINFORCED WITH FIBERMESH 6 mil M.B. OVER WELL COMP. S CONCRETE F'c = 2500 psi Ko TYPICAL WALL SECTION O1NOVO4 SCALE: NTS Ilia it urrl spacing o in. �y ca Y. B board end shall be centered over and secured to the stud with Type S, self - IL tapping steel scream spaced 112 in from end joint and 12 in. OC vertically. Third layer, also secured to the fiat and the second layers vAth 1-1/2 in. to ng, Typ e G, Sel I'tapping steel s crews to cated midway b etwsen studs and 1 in fro m the horizontal i o int. BI oard end i o ints shall b e staggered. efts cal board j oints to be staggered from the i oints in the adjacent layer and on oppo sit e si des o f studs. 1406A STAIR DETAIL 10/25/01 SCALE: NTS 1" MIN.3/8" �2) 2x10 FOR OPENINGS TO 6'-6": USP SPTH SEE CONN 2) 2x12 FOR OPENINGS >6'-6"; (TYP) SCHEDULE SEE ELEV UNO ON PLAN RADIUS 1 1/2" REV (TYPICAL) 1" @ 24" 0/C STAGGERED 2x6- FABRICATE 05SEP02 ENG, COMPLETED T MCDONALD 1/2" GYP CLG BRD APPROXIMATELY 3� USE PER AS SHOWN (2) USP MSTA24 �I FASTEN TO CAP 2x2 WOOD EA END OF HDR WITH (1) 2 1/2" SPINDLE THICKNESS (REF TBL 709.2.1.1). #8 WOOD SCREW CHAPTER.15•OF THE'2001 EDITION F'aC. VERIFY W/RINKER (OR TARMAC) 1/4" CNTRSUNK JACK STUD THAT FASTEN TO SKIRT 2x12 FACE NAIL FULL STUD JACK WITH 10d GUN AT 12" O.C. STAGGERED TO NAILS BOARD WITH (2) STRINGER PT 2x 1 7/8"#6 WOOD OVERLAPS. FILL WITH 3000 psi PUMPMIX. SCREWS 1/4" CSK 1/2" GYPSUM 1x12 SKIRT BOARD SECTION VIEW (2) 2x8 FOR OPENINGS TO 5'-4";- �2) 2x10 FOR OPENINGS TO 6'-6": USP SPTH SEE CONN 2) 2x12 FOR OPENINGS >6'-6"; (TYP) SCHEDULE SEE ELEV UNO ON PLAN REVISIONS WEDGE BOLTS REV DATE _ o @ 24" 0/C STAGGERED 0 05SEP02 ENG, COMPLETED T MCDONALD 1/2" GYP CLG BRD ., 1/4"0x2-3/4" TAPCON USE PER LIMEROCK AGGREGATE SECT. 709 OF THE FBC (2) USP MSTA24 �I SPEC D SWIFT 2001 EA END OF HDR SCREWS 0 24 0/C UNO o THICKNESS (REF TBL 709.2.1.1). 4 CHAPTER.15•OF THE'2001 EDITION F'aC. VERIFY W/RINKER (OR TARMAC) NO EXTRA BLOCKING BETWEEN TRUSSES REQUIRED. JACK STUD THAT 1 `14 - FOR 5. TURAL CERTIFICATION ONLY FACE NAIL FULL STUD JACK WITH 10d GUN AT 12" O.C. STAGGERED TO NAILS USE (2) JACKS FOR HDRS OVER 5'-4" LONG PT 2x OVERLAPS. FILL WITH 3000 psi PUMPMIX. PERFORATED FULL STUD o ALUM SOFFIT i\\--8" U -SHAPED PRECAST LINTEL OVER-ALL a #5 VERTICAL WITH 6" MINIMUM PROTUSION INTO 2x FRAMING SPF TOP U -BLOCK BEYOND MORTAR TYP. "M" OR "S" CMU W/ 1 3/8" T -NAILS OR MID HEIGHT BLKNG FOR WALLS OVER 10' AFF G #2 AT 16" O/C USE 2x6 & MID HT BLKNG BTWN STUDS OVER 10' 6d CASE HRD NAILS 0 6" b 1 O/C OR 2x6 PT BUCKS ANCH UNO (SEE PLAN) I `4 W/ 1-1/4" MINUMUM EMBED. 6" MAX TYP. USP SPTH PRECAST SILL SEE CONN SCHED EL.± 0'-0" #3 x 4' BENT BARS ® 48" 0/C IN CLEANOUT OPENING 4" sq. II 3 1/2" MIN. CONC. SLAB REINF, W/ EACH GROUTED CELL L LP.T. 2x4 CONT. SEE FOUNDATION PLAN FOR WALLS RESISTING UPLIFT. USE 1/2"0 x 10"---Z48" MAX. 6" MINIMUM J -BOLT OR WEDGE ANCHOR WITH 2"0 NOTE: IF NO ANCHORS ARE CALLED WASHER SPACED PER CONN SCHED; OTHERWISE OUT ON CONNECTOR LAYOUT, THEN USE SHOT NAILS OR CUT NAILS AT 24" O.C. UPLIFT CLIPS, STRAPS„ OR BOT. PLT ANCHOR BOLTS ARE NOT REQUIRED. D801 FRAME TO BLOCK WALL CONNECTION w� SCALE: NTS FIRE RETARDANT PLYWOOD WITHIN 48" OF FIRE WALL UL #U435 USING 1-5/8" METAL STUD DEPTH AND (4) LAYERS OF 1/2" THICK TYPE C GYPSUM BOARD ON EACH SIDE OF WALL 1/2" GYP CLG BRD PSUM OVER DOUBLE TRIPS @ 16"OC VERTICAL I-" BATT INSUL. FILL WALL SOLID sW '0 4 HR FIRE WALL DETAIL SCALE. NTS DR SPACING REVISIONS WEDGE BOLTS REV DATE _ T5/8"x6" @ 24" 0/C STAGGERED 0 05SEP02 ENG, COMPLETED T MCDONALD 1/2" GYP CLG BRD 1 20NOV02 USE PER LIMEROCK AGGREGATE SECT. 709 OF THE FBC 2 �I SPEC D SWIFT 2001 ED. TO GET 4" EQUIVALENT 5/8" GYPSUM SOFFIT BOARD LICENSE # PE 39528 THICKNESS (REF TBL 709.2.1.1). 4 CHAPTER.15•OF THE'2001 EDITION F'aC. VERIFY W/RINKER (OR TARMAC) NO EXTRA BLOCKING BETWEEN TRUSSES REQUIRED. 5 THAT BLOCK TO BE DELIVERED - FOR 5. TURAL CERTIFICATION ONLY 6 HAS CORRECT RATING. sW '0 4 HR FIRE WALL DETAIL SCALE. NTS JD. FIN. FLR, NOTE: RISERS AT 7 3/4" MAX & (READS @ 9" MIN W/ 1" NOSING UNO @ 3/4" PLYWOOD /-FLOOR TRUSSES 2x8 LEDGER MIN. ANCH W/ (4) 1 O PER CONN OR 6" O/C MAX 2x12 RUNNER FASTENED TO CONCRETE SLAB AT BOTTOM & TOENAILED TO TOP LEDGER NOTE: 2x4 PLATE (2) RISERS + (1) TREAD SHALL NOT 1 ST FIN. FLR. BE LESS THAN 24" OR MORE THAN 25" SCALE; DETAIL 14o 1 _ STAIR D 77 SCALE: DR SPACING REVISIONS HORIZ, REINF. REV DATE _ DESCRIPTION DRAWN BY APPROVAL 0 05SEP02 ENG, COMPLETED T MCDONALD S KASTNER 1 20NOV02 STRUCTURALS CHAD W. S KASTNER 2 19SEP05 SPEC D SWIFT S KASTNER 3 5/8" GYPSUM SOFFIT BOARD LICENSE # PE 39528 OR EXCEtDs' SECTION 1606, 4 CHAPTER.15•OF THE'2001 EDITION F'aC. MICHAEL P. MELZER P.E. NO EXTRA BLOCKING BETWEEN TRUSSES REQUIRED. 5 ALUMINUM FASCIA Rockledge, FL 32955 Phone: (321)-636-0489 - FOR 5. TURAL CERTIFICATION ONLY 6 OVER 2x NAILER I JD. FIN. FLR, NOTE: RISERS AT 7 3/4" MAX & (READS @ 9" MIN W/ 1" NOSING UNO @ 3/4" PLYWOOD /-FLOOR TRUSSES 2x8 LEDGER MIN. ANCH W/ (4) 1 O PER CONN OR 6" O/C MAX 2x12 RUNNER FASTENED TO CONCRETE SLAB AT BOTTOM & TOENAILED TO TOP LEDGER NOTE: 2x4 PLATE (2) RISERS + (1) TREAD SHALL NOT 1 ST FIN. FLR. BE LESS THAN 24" OR MORE THAN 25" SCALE; DETAIL 14o 1 _ STAIR D 77 SCALE: IF OVER 4 ADD TIE BEAM W/ (1)#5 CONT ® 2' 0/C FILLED SOLID & ALLOWED TO SET 2 DAYS. SHORE WALLS OVER 40" HI ® 4' O/C. I WALL HEIGHT DR SPACING STEMWALL NOTE: HORIZ, REINF. USE STEMWALL AS NEEDED TO SAVE TREES. FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB BLOWN IN INSULATION OR 1/2" CDX- ANCHOR W/ 8d ® 6" 0/C. (UNO) TRUSS ANCHOR- SEE 12 PRE-ENGINEERED TRUSS AT VARIES CONNECTOR SCHEDULE I/ (2) #5 >4'-O" 24" O.C. - ANCHOR WITH 10" x 26" (2) #5 >6'-O" 24" 0/C HURRICANE CONNECTORS ALUM DRIP EDGE STEPHEN E. KASTNER P.E. 5/8" GYPSUM SOFFIT BOARD LICENSE # PE 39528 OR EXCEtDs' SECTION 1606, SCREWED 6" O.C. TO TRUSSES. CHAPTER.15•OF THE'2001 EDITION F'aC. MICHAEL P. MELZER P.E. NO EXTRA BLOCKING BETWEEN TRUSSES REQUIRED. 1/2" GYPSUM CEILING BOARD ALUMINUM FASCIA Rockledge, FL 32955 Phone: (321)-636-0489 - FOR 5. TURAL CERTIFICATION ONLY LINTEL COURSE WITH (1) #5 CONTINUOUS OVER 2x NAILER I AND #5 CORNER BARS WITH 25" TYPICAL OVERLAPS. FILL WITH 3000 psi PUMPMIX. PERFORATED ALUM SOFFIT i\\--8" U -SHAPED PRECAST LINTEL OVER-ALL OPENINGS WITH (1) #5 IN EACH #5 VERTICAL WITH 6" MINIMUM PROTUSION INTO 1x4 PT BUCKS ANCH TOI TOP U -BLOCK BEYOND MORTAR TYP. "M" OR "S" CMU W/ 1 3/8" T -NAILS OR 6d CASE HRD NAILS 0 6" O/C OR 2x6 PT BUCKS ANCH W/ 3/16"4x3" TAPCONS 0 12" 0/C I W/ 1-1/4" MINUMUM EMBED. PRECAST SILL #5 DOWEL W/ 25" OVERLAP #3 x 4' BENT BARS ® 48" 0/C IN CLEANOUT OPENING 4" sq. II 3 1/2" MIN. CONC. SLAB REINF, W/ EACH GROUTED CELL 1 1/2Ib. OF FIBERMESH PER YD. 6 mil M.B. OVER WELL COMP. SOIL ELEVATION ± (0_-0") FFE II CONCRETE F'c = 2500 psi "L" BLOCK W/ (1) #5 CONT — — — - _ __R_- I-Tfi=M= I rli�--m�1=r�_»�r IF OVER 4 ADD TIE BEAM W/ (1)#5 CONT ® 2' 0/C FILLED SOLID & ALLOWED TO SET 2 DAYS. SHORE WALLS OVER 40" HI ® 4' O/C. I WALL HEIGHT DR SPACING FOOTER SIZE (Y,X) HORIZ, REINF. <2'-8" 48" 0/C 9" x 16" (2) #5 >2'-8" 48" 0/C 10" x 16" (2) #5 >4'-O" 32" 0/C 10" x 26" (2) #5 >6'-O" 24" 0/C 11" x 36" (3) #5 GRADE (OVER 6' HIGH USE 12" BLOCK) TOP OF FOOTER TEM -i - SEE FOUND, PLAN '^, #5 VERTICAL DOWN ROD (DR) - TYPICAL SEE TABLE FOR CORRECT SPACING TYPICAL STEMWALL SECTION SW04 8'-0" MAX. DEPTH OF UNBALANCED FILL 1pMAR05 SCALE: NTS (USE WATERPROOF PAINT) CMU COLUMN -SEE FLOORPLAN FOR SIZE AND REINFORCEMENT #5 VERT IN GROUTED CELL II I L SEE FOUNDATION PLAN FOR DIMENSIONS AND REINFORCEMENT 0322 PORCH DETAIL 77— os SCALE: NTS 4—UNIT TIVOLI TOWNHOMES (1) USP H / CDS # ORL-000286-05 EA TRUSS NO UNO PRE ENG TRUSS ORL-000289-05 T3 DRAWN BY PROD. DEV. TG -T# 71545 SEE ELEVATION PRECAST LINTEL X #5 HORIZONTAL REINF. jj STEPHEN E. KASTNER P.E. 5/8" GYPSUM SOFFIT BOARD LICENSE # PE 39528 OR EXCEtDs' SECTION 1606, SCREWED 6" O.C. TO TRUSSES. CHAPTER.15•OF THE'2001 EDITION F'aC. MICHAEL P. MELZER P.E. NO EXTRA BLOCKING BETWEEN TRUSSES REQUIRED. I SEE TYPICAL WALL (USE WATERPROOF PAINT) CMU COLUMN -SEE FLOORPLAN FOR SIZE AND REINFORCEMENT #5 VERT IN GROUTED CELL II I L SEE FOUNDATION PLAN FOR DIMENSIONS AND REINFORCEMENT 0322 PORCH DETAIL 77— os SCALE: NTS 4—UNIT TIVOLI TOWNHOMES STRUCTURAL DETAILS SCALE (UNO): CDS # ORL-000286-05 SHEET: 1/4" = 1'-0" ORL-000289-05 T3 DRAWN BY PROD. DEV. TG -T# 71545 WALLS: CHECKED BYMASTERXXXX05BR_01 X jj STEPHEN E. KASTNER P.E. THE DESIGN! SHOWN MEETS LICENSE # PE 39528 OR EXCEtDs' SECTION 1606, CHAPTER.15•OF THE'2001 EDITION F'aC. MICHAEL P. MELZER P.E. LICENSE # PE 41101 SER/ ' �, n 1535 Cogswell Street, Suite C-19 Rockledge, FL 32955 Phone: (321)-636-0489 - FOR 5. TURAL CERTIFICATION ONLY