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HomeMy WebLinkAbout109 Calabria Springs Cove 03-1002 New SFHPERMIT ADDRESS CONTRACTOR PHONE NUMBER 'iO ] ' 5.I't ' PROPERTY OWNER S 96%NM�ft& ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR �. MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # DATE PERMIT DESCRIPTION S 1 PERMIT VALUATION `00 D 6, I; SQUARE FOOTAGE I d H t2i TRADITION QUALITY VALUE 0 10 1-is 2t5 NORTH WESTMONTE DRIVE ALTAMONTE SPRINGS, FL 32714 (407) 339-4tt4 DESIGN NOTES: BASK WIND SPEED = 100 M.P.H. (FASTEST MILE) 120 M.P.H. (5 SECOND GUST) HIND IMPORTANCE FACTOR = 1.0 HIND EXP05URE CATEGORY = B ENCLOSED STRUCTURE: APPLICABLE INTERNAL PRE55URE COEFFICIENT - O.IS (INCLUDED IN DE51 ON HIND LOAD) DESIGN HIND LOADS - HALLS = +22 , -IS FSF - ROOFS = +20 , -20 P5F (-50 P5F AT OVER:HAN05) STRUCTURAL LIVE LOADS - ROOF = +25/ -25 P5F - OVERHAN05 = +25/ -55 P5F CONSTRUCTION TYPE: VI (RESIDENTIAL - UNPROTECTED) NUMBER OF STORIES: I BUILDING HEIGHT: 15'-2" (MEAN ROOF HEIGHT) STRUCTURAL. NOTES: 1) CODES: 1.1 Florida Building Code 2001 Edition (FBG 1606) 1.2 Building Code Requirements for Reinforced Concrete (ACI 50-15) 1.5 American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures (A50E 1-189. 2) CONCRETE: 2.1 Concrete Compressive 5trength at 28 days: 2.1.1 Precast with standard reinforcement - 5,500 P51 2.1.2 Precast with prestress reinforcement - 5,000 PSI 2.1.5 Concrete fill (placed in field) - 2,500 P51 2.2 Reinforcing Bars: 2.2.1 Steel placed In precast lintel at time of fabrication A5TM A615 (Grade 60) 2.2.2 Steel in lintel and knockout block (placed in field) ASTM A615 (Grade 40) 2.5 Prestress Strands ASTM A416 "1-Hire 2.4 Detail Reinforcement in Acordance k1th ACI 515 2.5 Concreting Operations Shall Comply wiith ACI Standards 5) MA50NRY: 5.1 Design and Construction Shall Conforms to the Specification of the National Concrete Masonry Association and AGI 550 5.2 Minimum Masonry Unit Strength: I'm 1,2510 P51 5.5 Mortar Shall be Type 5 4) HOOD: 4.1 Hood Products Promotion Council 4.2 All Structural Hood Members Shall Have a Controlled Fiber Stress Grade of at Least 1200 P51 (Fb) I 1. ALL PLANS ARE GENERATED WITH THE AID OF COMPUTER AIDED DRAFTING SYSTEM. 2. DIMENSIONS AND NOTATIONS ON PLANS YE PREFERENCE OVER GRAPHIC DEPICTIONS AND SHOULD BE UTILIZED TO SETTLE ANY DISCREPANCIES - ANY DISCREPANCIES FOUND SHOULD BE FORWARDED TO THE PLANNING AND DESIGN DEPARTMENT OF BEAZER HOMES, INC. 3. PLANS ARE GENERATED FROM A COMMON GRAPHIC DATA - BASE WITH MODIFICATIONS A5 REQUIRED TO ADAPT PLANS TO LOCAL BUILDING CONDITIONS AND SPECS FOR EACH LOCALITY. G;ENEfRAL CONSTF;�UCTION TIONS 1, THIS STRUCTURE HAS BEEN DESIGNED TO MEET 4. TYPICAL WALL SECTIONS, FOUNDATION DETAILS, OR EXCEED THE 120 M.P.H. (3 SEC. GUST) WIND LOAD FRAMING DETAILS, ROOF DETAILS, ,AND REQUIREMENTS OF THE FLORIDA BUILDING CODE ENGINEERING SPECIFICATIONS ARE- FOUND 2001 EDITION. ON 11511 AND "CD" SHEETS. 2. PRESUMPTIVE SOIL PRESSURE iS 2000 L55/5F. 5. TEMPERED GLASS INSTALLED WHERE REQUIRED BY CODE. 3. ALL HOUSE 6LA55 TO BE 2500 PSI CONCRETE MINIMUM ro.ALL CONSTRUCTION SPECIFICATIONS NOT COVERED IN THIS SHEET, AND ALL GARAGE SLABS TO BE 2500 PSi CONCRETE OR IN PLAN SETS ,AND GENERAL SPECIFICATIONS, ARE TO MEET MINIMUM UNLESS NOTED OTHERW15E. ALL APPLICABLE STATE AND LOCAL BUILDING CODES. TABLE OF CONTENTS SHEET DESCRIPTION 05-1.0 COVER SHEET 5-1.0 FOUNDATION PLAN A-1.0 FLOOR PLAN A-2.0 EXTERIOR ELEVATIONS 5-2.0 ROOF TRU55 PLANS A-5.0 INTERIOR $ CABINET ELEVATIONS E-1.0 ELECTRICAL PLAN (CD-SHEET5) CONSTRUCTION DETAILS AND SPECIFICATIONS PLAN REVISIONS SCHEDULE REV SHEETS AFFECTED DESCRIPTION OF CHANGES DATE jAVKK1C4NE ENGINEERING (401) 114-%003 FAX, (401)114-8411 P.O. 130X 16*13 ALTAMONTE WRIN636, FL 32116 THOMAS J. ANDERSON PE' 41819 1 My E A 0 0 azo�www W0. y)NA{r;z aCS�paE";V O o Fz�.. �wHxQ"� � E- A E+ dW�acWnWE- 1-4 �wx�z o00 aWaAzU w z W�wwaz� oM0 x�M rn n4 >�� x� A c 0.4 O U 0 co CO O Z � Z�cO .ee '-�q � � C a W �Z Z a z 6 0-4 E-I�la C E• � O I a w wW C)w � W a drawn by: HLJ checked by: GP date: 1/15/05 sheet: 24"x36" FULL 5GALE scale: IINI " HALF 5GALE COVER SHEET THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED Maria Virginia Caparros, P.E. THE 120 M.P,H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION, C S ti A-1- rn-qmP$*539R9 e 0 JAN 21 2003 REV. DATE H �E o�Wx xz WZA�Nowa C a���E�o WA�Wf=,W�W O N E• wwWE-EWW� C7 0 o-U'7 0 E- L) A fYi lgoP NW�WCACO-'Z U WWWA�z-� ozR. wa omo MCD Mo m d CO Co Q C) � ao E-4 � o xwo� �E--4 Caw �z 0 a z 0 0-4 E� V' I W W � r P�1 drawn by: HLJ checked by: 6p date: 1/15/05 shoot: 24"x3b" FULL SCALE scale: 11 "Al" HALF SCALE FOUNDATION PLAN s t 0 f META22 META16 ® 24" O.G. R16 I 13LOGK BOTTOM GHOR05 ® 48" O.G. I PA R15 I R14 R13 R12 R11 R10 R9 R8 /rmTTIIII 11111 IIIIINJ BLOCK BorroGHOD5R7 L R 17 R® 4 R 6 R 48" o. R 18 R5 R3 METAI6 ® 24" O.C. ri R2 DBL. 2A2 w/ 1/2" FLITCH PLATE TO POCKET IN 4'-0" KNEE WALL 04 10' GI-6. a ENTRY R1 MFTAIA a 7411 n e . 00_ ► - i - _ o NOTES: 1. TRUSSES MUST BE CAPABLE OF TRAN5FERRIN6 LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, 61RDER5, AND BEAM TIE DOWNS TO BE SIZED PER TRU55 MANUFAGTURERS UPLIFT CALCULATIONS. ANY G2UESTION5 AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER 5TUD5 (EACH SIDE) I'-b" To 6-0" 5, 3 HEADER 5TUD5 (EACH 510E) 6'-O" TO 12'-0" R�oFe a 1 4 HEADER 5TUD5 (EACH SIDE) 12--0" TO 18'-O" © Q 2 HEADER 5TUD5 REG. (1) FULL LENGTH 5TUD p O — — — — — — — -E4" 3 HEADER STUDS REG. (2) FULL LENGTH STUDS 4 HEADER STUDS REG. (2) FULL LENGTH STUDS F( Rlvc < 4. BEARIN6 WALL NAIL PATTERN: D! O' \ 1 i. PLYWOOD: (FIELD) USE 8D NAILS ®12" O/C OO OR O.5.B. (EDGE) U5E 8D NAIL5 a b" O/G GI- ©I— O I O © © 4 2. GYPSUM: (FIELD) USE 5D NAILS ® loll O/C T (ED(5E) U5E 51) NAIL5 ® l" O/G 5, 1 5. ROOF NAILING PATTERN: PLYW0 OR 05B 1 ZONE I - USE 8D COMMON NAILS ® a" 0/6 ZONE CHART 2 ZONE 2 - USE 8D GOMMON NAILS ® 6" O/G 3 ZONE 3 - USE 80 COMMON NAILS ® 4" O/C 6• 1/2" GYPSUM GEILIN6: USE 50 NAILS ® -l" O/G 1. 2 1/4" X .131 PNEUMATIC NAILS MAY BE USED IN LIEU OF 80 COMMON NAIL5. NAILED ® 5" O.G. E06E5 4 ® 10" O.G. FIELD 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 5PF o 16" O.G. UP TO 14'-0" HGT. INTERIOR LOAD BEARIN6 WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF ® 12" O.G. UNLE55 OTHERWISE NOTED. HURRICANE BE INTERCHANGABILITY SCHEDULE BRAN MODEL! FASTENER5l1 UPLIFT COMPLIANCE SIMPSON MTS12 (14) 10d 1000 413 (NER) USP MTW12 (14) 10d 1055 5764 (ICBO) SIMPSON META16 (12) 10d x 1-1/2" 1490 469 (NER) USP TA16 (11) 10d x 1-1/2" 1350 5531 (ICBO) SIMPSON HETA20 (16) 10d x 1-1/2" 1890 469 (NER) USP HTA20 (13) 10d 1890 5531 (ICBO) SIMPSON HUS26 (14) 16d, (6) 16d 1550 499 (NER) USP THD26 (18) 16d, (12) 10d x 1-1/2" 1520 478 (NER) SIMPSON LSTA12 (10) 10d 755 443 (NER) USP LSTA12 (10) 10d 755 530 (NER) SIMPSON SP1 (6) 1Od, (4) 1Od 585 499 (NER) USP SPT22 (4) 10d, (4) 1Od 595 564 (NER) SIMPSON SP4 (6) 10d x 1-1/2" 735 499 (NER) USP SPT4 (6) 10d x 1-1/2" 735 564 (NER) SIMPSON LSTA36 (26) 1Od 1715 443 (NER) USP LSTA36 (24) 1Od 1740 530 (NER) SIMPSON H5 (4) 8d, (4) 8d 455 499 (NER) USP HCDP (4) 8d, (4) 8d 475 510 (NER) SIMPSON ABU66 (1) 5/8" AB, (12) 16d, (2) 1/2" 2300 499 (NER) USP PAU66 (1) 5/8" AB, (12) 16d, (2) 1/2" 2350 530 (NER) SIMPSON ABU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2200 499 (NER) USP PAU44 (1) 5/8" AB, (12) 16d, (2) 1/2" 2240 530 (NER) SIMPSON MTT28B (1) 3/4" AB, (24) 16d 4455 432 (NER) USP MTS27B (1) 3/4" AB, (24) 16d 4635 530 (NER) SIMPSON HGUS26-2 (20) 16d, (8) 16d 2275 499 (NER) USP THDH26-2 (20) 16d, (8) 16d 2235 5441 (ICBO) SIMPSON L50 (6) 1Od 420 443 (NER) USP AC5 (6) 1Od 425 3613 (ICBO) SIMPSON META16 (12) 1Od x 1-1/2" 1490 469 (NER) SIMPSON META22 (14) 10d x 1-1/2" 1500 469 (NER) USP TA20 (11) 10d 1520 5531 (ICBO) SIMPSON HTT16 (18) 16d 3480 432 (NER) USP HTT16 (18) 16d 3695 530 (NER) SIMPSON HGT-2 (2) 3/4" AB, (8) 1Od 10980 432 (NER) USP HUGT2 (2) 3/4" AB, (8) 1Od 9210 • (NER) SIMPSON A34 (8) 8d x 1-1/2"' 365 413 (NER) USP MP34 (8) 8d x 1-1/2" 350 505 (NER) SIMPSON HTS20 (20) 1Od 1450 • (NER) USP HTW20 (20) 1Od 1530 5764 (ICBO) SIMPSON SP2 (6) 1Od, (6) 1Od 890 499 (NER) USP SPT24 (6) 1Od, (6) 1Od 895 564 (NER) SIMPSON H4 (4) 8d, (4) 8d 360 499 (NER) USP HCH18 (4) 8d, (4) 8d 360 510 (NER) SIMPSON MGT 5/8" AB, (22) 10d 3965 432 (NER) NOTE: 1) USE (1) MTS12 (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) NAIL VALUES: 2) USE (1) META22 (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL BASED ON "NATIONAL DESIGN SPECIFICATIONS CONNECTION (U.N.O.) FOR WOOD CONSTRUCTION FROM 3) USE HUS26 (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONECTIONS (UNO) TABLE 8.8c — "NAILS AND SPIKES — 4 USE (3) 16d OR (3) .131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK LATERAL LOAD DESIGN VALUES" TO HIP GIRDER. (T&B) NAIL SHEAR VALUE (Ibs.) 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES(>10,000LB DOWNLOAD) 8d 103 (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES(7500-10,000LB DOWNLOAD) 10d 125 (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES(<750OLB DOWNLOAD) 16d 149 ' - COMPLIANCE REPORT PENDING AUC 5, 2002 - CHANG&DWG FOR ENGINEERED TRUSS DESIGN AND LAYOUT PLAN REFER TO SHOP DRAWINGS PREPARED BY SMYTH LUMBER GO. 6363 EDGEWATER DRIVE, ORLANDO, FL. 32810 PHONE (407) 299-1522 FAX(407) 299-9153 FLip in VKKICAl YE ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE/ 47819 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS P.E. OF THE FLORIDA BUILDING CODE 2001 EDITION. REV-1 DATE 5�•++ E+ E�0= = =z o�"Wa�o 0 WA�WwW�Wo o Ct E--f F �Ex E A - EF WWQ WWa�x �oz�Aa V)xAx(o��a o z a,,Naa W�HC U Wwa:WrWw'-' rwAWt?, oz E4 o U O Cn d T-•1 w Ci t�Cop. O r• ►-� v 1 E--I w Z viU O N � Cz • F1�..�� cn �I Z O b ko r,t maw �Z M0 W a z o w E-� cr c� c� � o � a w o w ►� v w W `x a drawn 4: HL J checked 4: Gp date: 1 /15/05 s ept: 24"06" FULL 50ALE scale: II NIT HALF 5GALE 7,forida License # 53Sa9 JAN 21 2003 REV. DATE aZo�Wwwh� PLANT I'-4" — a w wm H F U o SHELF wAzww�,az o UW P-1 El �' � E Z H ow�Z x LLI ®® MARBLE GAP — — z x o H o o a a z O O - �wxAE-4 o w J w o "'wwa,~oz� w � � V., � � x cow v1 O ' w cn ua O in r MTUE3 --- POCKET 4" GMU. GURB 5 1/2" RECE55 DOOR H/ MARBLE A B 10'-0 1/2" 14'-5 1/2" co �3 Wades+ Hw � o MASTER E3A ri PINING DN I NG/HALLNA)/ SGALE: 1/4 - I -O SGALE: 1/4 = I -O SGALE: 1/4 - i -O ® cn Zoo 'aw CQ 0 w z o w a a x c� H �® o - - o o - M1/2 r r O o � o y 5,_6 5'-q"l 514l IM�f 5" q'-4" '-2 E F G drawn by: HLJ 1 IASTER 5ED OO� HALL FOYER checked by: Gp SGALE: 1/4" = 1'-0" SGALE: 1/4" = 1'-0" SGALE: 1/4" = I'-O" date: 1/ 5/05 sheet: 24"x56" FULL SGALE scale: II"AT HALE SGALE INTERIOR DETAIL5 Mari2�1 tr,?,i a p rros, P.E. 300 L-A 4i :7 CY5,1.CIO N'2 12003 o HE —� TO INTERIOR PANEL #2/0 OR #4/0 ALUM. S.E.R. GABLE PER N.E.G. MAIN 150 AMP OR 200 AMP DISC MAIN 0150. 5WITCH PER N.E.G. SECONDARY FEED BY UYILITY CO. OR AS REQUIRED GROUND PER N.E.G. ( 1 #4 TO FOUNDATION STEEL ) ELEGTRIGAL RISER NOTE: I. ELEGTRIGAL MATERIALS AND I115TALLATION5 SHALL COMPLY w/ APPLIGABLE PROVISIONS OF THE NATIONAL ELEG. 000, LOCAL GODE5, $ THE LOCAL POWER 00. ELEG RIGAL PLAN SGALE: 1/4" = 1'-0" HB H Q!z'WEE,W wocnNpq CO AWE r�z 0�p El WppZC4W o E.., C\2 H wWpa wx x 0 � Wzzo�C) Jw p4 W H U? H' Z V wW�w�wWz v�mww�o4 �0w pq co coo CD co O ® O W ou�x o Z Co Zoo Lo�'t r-, E . . �Z 0 a z o w Q Ala drawn by: HL J checked by: G p date: 1/15/05 Sheet: 24" 06" FULL 5GALE 5c01e: II"AT HALF 5GALE ELEGRTIGAL PLAN 8"x8" THICKENED EDGE ROOF 5HINOLE5: (1) MEETS ANSI/ UL lqO, GLASS A, A5TM 03462, REV DATE UL gg71 A5TM D3161 WALL BEYOND 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ W/ 1 #5 BAR GONT. (2) SECURED w/ (4) NAILS EA. 6x6 10/10 WIRE MESH (OR W/ FIBER MIE5H) 3 1/2" CONCRETE SLAB (MIN. 2500 P.5.1.) W/ OPTIONAL 2x4 GOMP. SHINGLES OVER 15# FELT (3) MEETS UL R2453 PROGRAM EXPANSION JOINT OVER 6-MIL VAPOR BARRIER ° I : (FELT: A5TM D 228 TYPE 1) 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) NON -BEARING WALL TYP. ON -1/16" 05B OR GDX SHEATHING DRIVEWAY 31 (SEE FOUNDATION PLAN FOR SLOPE) f OVER 6-MIL VAPOR BARRIER `� �,I� ° — — _ 26 6A. 6ALV. FLA5HIN6: (1) 6-q0 6ALV. GOATIN6 2 I (SEE FOUNDATION PLAN FOR SLOPE) I I=1 I MI I I= (2) MEETS A5TM A521 SLOPE TO R/W (5 TIERS MAX.) _ v w , l i I I=1I1—I l j- PRE-ENGINEERED TRU55 ®24" O.G. (3) REGULAR POLYESTER 31: L-I I ,v `Ir, II —I I Eli l 1=1 • W/ (1) META22 @ EA. TRU55 U.N.O. (4) I.O/ 0.5 MILL. w/ PRIMER E" 4 ; ° — — — —°o =ICV „ ICI—) I I —III= 3 1I2" CONCRETE SLAB (MIN. 2500 P.S.I.) W/ (SEE "S-2" SHEETS FOR TRU55 PLANS) SEE ELEV. I=1 I I=f f — (5) MIN. THIGKNE55 0.018`7 IN. �- H A o E" �-- 3 Q { Q w -- II _ 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) H O PA w x 2 =111=III: III=III—III: l I (-=1j� OVER 6-MIL VAPOR BARRIER a A I 4 ° ' °: = III �I I-1- PITCH (6) CHROMATE TREATMENT c z o m w N w =1I1=1I1=1I1 (2) VERTICAL #5 BARS (SEE FOUNDATION PLAN FOR SLOPE) o w t� w o c� -1I!—{II III—_ Ii1=1� -II_I II ° —II I_ a��E��� ° ' I :: _.. �. _. —; I' @ CORNERS AND (1) #5 BAR 11= a ° ;! III— - Q' w z o III 111 I ° I IT11I� GLEAN GOMPAG ffED 3211 32 _ — III=_ 8 -O MAX. GONNEGTINC �_ I I 0 -� —I I - GLEAN COMPACTED ALUM. DRIP BEARING HT. w ® w a E �IiI—_, iI11 II1I, ,III: IIf=1 ,;Jiff II,,,(I GLEAN COMPACTED FooTER To THICKENED EDGE ;III " III -Lk �, UCH&" H II i II I I{ I II II f li I ► I� I TERMITE TREATED' FILL II f �I I I=III=� =l I —III- TERMITE TREATED FILL SEE ELEVATION A 0-4 F+ „„ — 11=1 I i—I 11=1 i I I i I—' °• w� q �' � w� � 16 x8 FOOTER W/ _ — TERMITE TREATED FILL w w .., 2 5 BAR GONT. ' I I 1 "' ' ` 1 #5 BAR GONT. 8 16 x8 FOOTER W/ # I _4 8 x8 THICKENED EDGE1:1 I'-4" ALUM. R-30 INSULATION � a U��Qx +-, 1 - #5 BAR GONT. 1/2" GYP BOARD a zo E" W/ I #5 BAR GONT. FASCIACn C5ARA6E DOOR RECESS SEE cn w a z H o 4®. LINTEL BLOCK W/ I #5 ROD x o E` ' ` I I 2X4 OR 2X6 SUB ELE�f/�TION HEADER HT, a, N w rc_'� OFF&ET H i I ®i TAIL ,4 15 [D T H I C N E) 1D� DETAIL FASCIA SEE ELEVATION w� a w&.� 9 FOOTINGTAIL T ,�\ A OO PREGA5T HEADER W/ 1 #5 ROD �+ c� ®w c4 E" " _ " VENT. ALUM. E-q 0 w v � ® U � SCALE: 3/4 I ,O SCALE: 3/4" = I'-O" SOFFIT 2x4 STUDS ® 16"O.G. ® #21<0 S.P.F. MIN. 2x4 STUDS @ 2KD SPI� MIN. WINDOW (SEE FLOOR PLAN FOR SIZE $ LOCATION) ® 8 G.M.U. 2x4 �P.T. BOTTOM PLATE W/ ------- 2x4 DBL TOP PLATE 1/2" DIA. x S" ANCHOR BOLT 2x4 P.T. BOTTOM PLATE W/ 2x4 DBL TOP PLATE d' TO 5TUD/5P4 @ o SLAB TO TIE BEAM TYP. i OR EXPANSION ANCHOR w/ 1/2" DIA. x 8" ANCHOR BOLT TO STUD/ 5P4 ® EACH DOWN DELL. 'r 4" MAX. A/C GHA5E 2"x2"x1/8" WASHERS LOCATED EVERY OTHER STUD H OR EXPANSION ANCHOR w/ EVERY OTHER STUD SEE ELVATION �- (SEE FLOOR PLAN FOR a�i " " " FOR FINISH CO (SGHD. #40 PVG MIN.) WITHIN 6" OF EACH CORNER 2 x2 xl/8 WASHERS LOCATED FILLED CELL LOG.) I THROUGH FOOTING 4 32" O.G. MAX. ELSE WHERE WITHIN 6" OF EACH CORNER I coMARBLE SILL � Air 52" O.G. MAX. ELSE WHERE ® 0 #5 DOWEL W/ 12" HOOK I'I 3 1/2" CONCRETE SLAB BOTTOM PLATE TO STUD/ PRECAST SILL R-4.2 FOIL " `�' • #5 BARS w/ 25" MIN. LAP 3 I/2 CONCRETE SLAB BOTTOM PLATE TO STUD/ ^ 25 LAP MIN. (MIN. 2500 P.5.1.) W/ 6x6 10/10 SP4 @EVERY OTHER STWD (MIN. 2500 P.5.0 W/ 6x6 10/10 AS SHOWN! FILL CELLS SOLID WIRE MESH (OR W/ FIBERME5H) SP4 EVERY OTHER STUD 8" G.M.U. { I' OVER 6-MIL VAPOR BARRIER I/2" GYP BOARD OVER s� � � ,,I • WIRE MESH (OR W/ FIBERMESH) I #5 BAR VERTICAL IN �-+ PIPEf OVER 6-MIL VAPOR BARRIER VARIES GONG. FILLED GELL FROM a 3/4" P.T. FURRING IV P (SEE FOUNDATION PLAN FOR SLOPE)LA1r . SLAB TO TIE BEAM TYP. � +I° :� ii I Q EACH DOWN CELL. 8 G.M.U. p�-q GtS 32 °�.� — 3 BASE TRIM A5 SPEC. ° d-- -� — — a . 2 (SEE FLOOR PLAN FOR , I+ I-1 I=h'- FILLED GELL LOG.) ,Ir I; ° -III=1 : — _ 2 — �' '—°�—IIir11` ;;i 3 1/2" CONCRETE SLAB (MIN. 2500 P.S.I.) W/cn G� FIN15H 6RADE =III=1 4d °' —I�i #5 DOWEL W/ 12" HOOK 'j1 ^ [—JI M 1 =1 1=I 1} (=III=�-1I , ° ,+t 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) C-j �Ir� III-111-1 �' -III —1 11= t I r- 1 l 1=I I — —_ — —__—_r —I { I I=III—III=III 25 LAP MIN. 1� OVER 6-MIL VAPOR BARRIER ® ®�; � �: 1 E 1—II I —I I l— I I — =III=III '' III-1I1—I 3 1/2" CONCRETE SLAB (MIN, 2500 P.5.1.) W/ 16"x8" FOOTER W/ I -4 GLEAN GOMPAGTED TERMITE TREATED FILL 16"xl2" FOOTER W/ 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) 2 #5 BARS GONT. I'-4" 'Ii O'-O" FIN. FL. N a OVER 6-MIL VAPOR :BARRIER GLEAN COMPACTED 2 #5 BARS GONT. CHAIR BLOCK (W/ (I) #5 — — �� ° (SEE FOUNDATION PLAN FOR SLOPE) TERMITE TREATED FILL WHEN 5 TIERS OR GREATER �I , =1. _ I- LI 1=I_I1= I I i� 0 {- GLEAN COMPACTED 16"x8" FOOTER W/ i_ T=1 "-� I i TERMITE TREATED FILL I-4 Iii FINISH GRADE - li : I11 I 11.7 2 #5 BAR GONT. =1 INT IO ,S IN WALL FTC. [DETAIL OFFSET SEARING WALL FTC. IDTAI1� �,,, ®®_ , ° i=I►I-Iii- CU FOOTING AT AA �II=III I'.. III —III_ GLEAN GOMPAGTED �� - �� =GaLE: 3/4" = i'-o" ICI=I Ir I—I�=1 TERMITE TREATED FILL SCALE: 3/4 - I -O' SCALE: 5/4" = 1'-0" cV IIII ° +r I� I O w I IL FT6. W/ (2) #5 I ( 16"x8" FOOTER W/ .I 3 1/2�� GONG. - 1'-4" E- 1 i1 I 2 #5 BAR GONT. #5 REBAR TYP. 11 GMU WALL 5ECTION Cn GONG. FILLED GELL5 W/ I#5BAR VERTICAL -------- BENT BAR W/ 25" I O LAP E.W. TYP OF 2 I El El COf;,1NAR DETAIL CV ' N.T.5. GONG. FILLED CELLS W/ EXIST. ROOF SYSTEM AND El GONG. LINTEL ROOF 5TRAPPINC - I # 5 BAR VERTICAL BLOCK FILLED / — 2-01: W/ (U #5 ✓ � PRECAST GONG. i i { n LINTEL GONG. ` ++ r+ n CMU COLUMN + , cGMU COLUMN rll c FILLED W/ I #5 BAR i , • #5 DOWEL W/ 12" HOOK 111 11; #5 DOWEL W/ 12" HOOK I{i DRILL 6 II " INTO EXIST. LINTEL, - / I ff 25" LAP MIN. ,{I ;{i 3 1/2" GONGRETE SLAB (MIN. 2500 P.5.1)Wl 1 25 LAP MIN. III 3 1/2 GONGRETE SLAB (MIN. 2500 P.5.1.) W/ UP TO 16 (NON -BEARING) USE EPDXY DRIVE #5 1$ BEND h ' {ii il{ bx6 10/10 WIRE MESH (OR W/ FIBER MESH) �" 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) 1 #5 IN HEADER. 16' BEARING VERT., 25" LAP REQ'D. i NOTES: AND 18' U5E 2 #5 BARS IN HEADER. ' (OVER 6-MIL VAPOR BARRIER Iii OVER 6-MIL 1,(AI'OR BARRIER I. INSERT DOWELS VERTICAL IfIZZi SEE ELEVATION FOR FINISH iii ili ((SEE FOUNDATION PLAN FOR SLOPE) SEE ELEVATION FOR FINISH (SEE FOUNDATION PLAN FOR SLOPE) GARAGE �� I AND STRAIT WHEN NO WALL ' PRESENT I 'r r I 2. 3/4 HOLE, BLOW OR BRUSH SPLIT FACE OF BLOCK e GLEAN ET EPDXY OR [DETAIL PROP. FILLED GELL LOG- , II Iii ATION. (TYP.) I EN61NEER APPROVED EQUAL ►— FINISHED GRADE I'i2 FINISHED GRADE I;; (eq. 51MP50N SET -KIT, SET PAG) I N.T.5. P� it. �1 '.� ®. °—' ��.'.:'� �° 32 Ilr, <1 ° . {{ °�.- ° _' Q °®— — — — 11 32„ ALTERNATE LOCATION ' ° if I — = i /.I °' 4 • I=1 —#5 ROD IN FILLED GELL FILLED CHAIR BLOCK I —I I i f I 1=I ( I+ —I=l I I- OF FOOTING DETAIL W/�\\ ' •'� ... .4- •11 ° p 111= -! p z :III °.ii ° TIED TO GONT. ROD 1N — — — _ _ -��-_• FOOTER 8 LINTEL ROD r i—I III- 1=1 1=1 I F -III - -_ _ -- III— ABOVE (10"MIN. HOOK) i a ° III—� GLEAN COMPACTED 1I—l1 a GLEAN COMPACTED I I - -IIl TERMITE TREATED FILL _ _ — — —_— I= TERMITE TREATED FILL DRILL 6" INTO EXIST. FTC., -\ ' I drawn y: -' I I {�I I hI 11=1 11=1 11=1 I I i 1 III ,i 11=1 I I^) I I I! 1=I I I EPDXY i DRIVE #5 � BEND VERT,, 25" LAP REO'D. + i checked by: GP " 24"x24"xi6" SPREAD FOOTER ' ' date: 24 x24 xl6 SPREAD FOOTER I 3/1 /02 W/ 3 #5 BARS @ 6" O.G.E.W. W/ 3 #5 BAR5 @ 6" O.G.E.W. - - - - - -► 1 Sheet 24"06' FULL SGALE I COLUMN I DETAIL I I ENGINEERING kale: I i "xl7" HALE SCALE MULTIPLE COLUMN FOOTING DETAIL f_j SINGLE �+ N FOOTING I (407) 774-9003 FAX: (407) 774-8477 FOUNDATION AND WALL T�t 1 #5 BAR GONT. P.O. Box 161613 ALTAMONTE SPRINGS, FL 32716 DETAILS C+� SGALE /3/4" = I'-O" =GALE: 3/4" = I'-O" 15 5 ii j�) OI (I L DETAIL THOMAS J. ANDERSON PE# 47819 N.T.S. I �� STEP [:)OWN ' f l� IN THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 KRK 3 SECOND GUST WIND LOAD REQUIREMENTS Maria V/irginia Caparros, P.E. OF THE FLORIDA BUILDING CODE 2001 EDITION, C'� D t N.T.S. /%�ljt,�' j Florida License # 53989 JAN 21 2003 REV. DATE p, (5) 1/2" DIA. ANGHOR BOLT EMBED I ' 4" (MIN.) W/ 2"x2"xI/8" WASHER5 ,, META22 META22 5P;AGED EQUALLY. TOP 4 BOTTOM BOLTS II PRE-ENGINEERED TRUSSES PRE-ENGINEERED TRUSSES r~ WITHIN 12" OF TOP 4 BOTTOM OF WALL �� GONGRETE FILLED GELL ii META22 E { Ix w P4 m N ,i META22 I, P.T. 2X 5 ON MASONRY w El W W/ #5 BAR P: �. 2X 5 ON MASONRY ` ` z � N w Co 2-2X'5 BELOW TRUSS ' 2-2X'S BELOW TRUSS as F o I1 IJ l� fJ �1 wAwfs,w�W O LIN"DEL BLOCK INLINTEL BLOCK W/ W � U w M w H (1) # 5 ROD (I) 5 RODEl �r~E"A� wCo WwP4 FOR REINFORCING SEE 2X RADIAL FRAMING W/ 8d NAILS Q U Co F A 2X FRAMING W/ 8d NAILS @ 16" O.G. v� x a PLAN 8 WALL 5EGTION5. I, A x 0 Co C 8" CONCRETE BLOCK II SEE PLAN 8" GMU SEE PLAN �-- 8 GMU a w z H o II 3/16" X 3" TAPGONS 3/16" X 3" TAPGONS H � w z II (3) I/2" DIA. ANCHOR BOLT EMBED @ 4" MAX. FROM ENDS @ 4" MAX. FROM ENDS w w O z 4" (MIN.) W/ 2"x2"xi/8" WASHERS AND @ 8 O/G MAX. x w Pa x ~ 0 AND � 8 OlG MAX. H o � Co wo 141 5PAGED EQUALLY. TOP 4 BOTTOM BOLTS UII WITHIN 12" OF TOP d BOTTOM OF WALL. Bpi NON -LOAD EARINr-:; 2x4 WALL A5 SPEC, IN PLAN I� NON _ �OAD A IN ARCHED FRAMED OF N INC:� 2x4 P.T. BOTTOM PLATE W/ --- I/2" DIA. x 8" ANCHOR BOLT FRAMED OPENING E3E TWE EN MA,5ONRY 5 TWE N MASONRY � CO OR EXPANSION ANCHOR w/ NT5 NT5 CrJ 2"x2"x1/8" WA5HER5 LOGATED WITHIN 6" OF EAGH GORNER Q CD PRE-ENGINEERED TRUSSES 8 32" O.G. MAX. ELSE WHERE , I ® L I J L 1+- J � 0 _[DETAIL � '1 � � o LOAD 5EARIN� FRAME WALL CONNECTION TO MASONRY WALL N.T.S. I 1 1i I GONTINUOU5 8" GONG. —I 1I 1 �% W �+ L rI- L rt+- J BLOCK WALL P.,META22 MT512 META22 li I r GONG. FILLED CELLS W/ (- �j I li I (1) #5 BAR - 25" LAP MIN. 1 i1 1 �-+ F, Co L ' J INTO PILASTER GELL5 4 L ',i J �' 4 C� II TIED BAGK INTO WALL LINTEL O L- I IX OR 2X P.T. BUGKS TYP. WINDOW OPENING II II II II II II II II II IX OR: 2X P.T. BUGKS TYP. I I DOOR OPENING II II II W E- GONG. FILLED GELLS W/ (1) #5 BAR - 25" LAP MIN. INTO PILASTER GELLS 4 TIED BAGK INTO WALL LINTEL -- MA50NRY PILASTER F� GONG. FILLED GELLS W/ (1) #5 BAR VERTIGAL P.T. 2X'5 FOR MASONRY MASONRY R I L ASTE R TIE TO MASONRY WALL [DETAIL FOR PERIMETER NAILING N.T.S. MASONRY/ /� /� } INTO SUB -STRAIGHT wINDow AND DOOR ANCHORING FOR I ASON Y/ FRAME IE THROUGH SHEATHING O.G.WINDOW OPENING USE 8d NAILS � 12" O USE 8d NAILS 12 O.G. MAX ( PRE -CAST GONG. LINTEL 2X P.T. BUGKS TYP. W/ 1/16" O.S.B. SHEATHING O N.T.S. 2X BLOCKING W/ 8d NAILS @ 16" O.G. NOTE: (THESE REGUIREMENT5 APPLY WHEN NINDOI* DOOR MANUFAGTURER5 FA5TENIN6 METHOD IS NOT SPEGIFIED)_— TRANSITION FROM IX TO 2X P.T. BUCK FOR MASONRY OPENINGS WINDOWS I I II'' II X GONG. BLOCK WALL FILLED w/ D I FRAMING OJ I N D O �J 1 #5 REBAR GONT. FROM FND. PT IX BUCKS FOR WINDOWS AND DOORS PT 2X PUCKS FOR U)INDOU)S AND DOORS - TO BOND BEAM (TYP.) (,4LTERNAN.T.S. TE� II I.) NAIL W/ .10�1 DIA OR HEAVIER POWER NAILS Ibd NAILS ©2 O.G. EA. END TYP. GONNEGTING 2X HEADER TO 2X BUC.KS 8" O/G AND 3" MAX. FROM ENDS TYP. WITH I.) INSTALL 3/16" DIAMETER SELF TAPPING GONG. 6'-O" MAX. I drawn by: _ 5/4" MIN. EMBEDMENT INTO BLOCK. ANGHOR5 EIGHT (8) INGHE5 MAX. FROM ENDS TRANSITION FROM IX TO 2X P.T. BUCK FOR MASONRY OPENINGS Ghe(,ked by. GP AND 24" ON GENTER MAX. WITH I" MIN. EMBED. WINDOW OPENING 2.) FOR FASTENING WINDOWS AND DOORS TO SUBSTRATE INTO BLOCK. date: 3/I/02 (SEE MANUFACTURERS 5PEGIFIGATION5) —A (JIT 1 C14NE Sheet 24"06" FULL SCALE 2.) FOR FASTENING WINDOWS AND DOORS TO SUBSTRATE NOTE: (FOR MASONRY OPENIN65 USE 2X BUCKS) �p- WINDOW I I R G 5016: 11"AT HALF 5GALE (SEE MANUFACTURER5 5PEGIFIGATION5) A L I FRN A T WINDOW H E A D N 1.) INSTALL 3/16" DIAMETER SELF TAPPING GONG. (407) 774-9003 FAX: (407) 774-8477 FOUNDATION AND WALL ANGHOR5 EIGHT (8) INGHE5 MAX. FROM ENDS INSIDE fi I A S ON RY O P E N I N� P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 ])L TAILCJ THOMAS J. ANDERSON PE# 47819 AND 24" ON GENTER MAX. WITH I" MIN. EMBED. N.T.S. INTO BLOGK. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M,P,H, 3 SECOND GUST WIND LOAD REQUIREMENTS C;a ar'r�o�s PP.E. OF THE FLORIDA BUILDING CODE 2001 EDITION, Maria Vir �� %�� .CD2 FI rida License # 53989 JAIN 21 2003 -� ' PRE Lo -CAST GONG. LINTEL HEADER ; �' LINTEL BLOCK W/ r I 1__ 1 / 1 #5 REBAR (SEE LINTEL SGHED.) DBL. 2X 02 S.Y.P. W/ 1/2" FLITCH (1) ► 5 ROD I -� I (REFER TO HEADER 5GHEDULE) L I±� J L J L- J L— J 717 II a II O SEE PLAN a"GMU LJ L J L J (1) HUG HANGER @ EA. END POURED FILL CELL I I Ii 8 i� 8"x8" PILASTER z PRE -CAST GONG. LINTEL 8"xl6" PILASTER w Q � I I a w/ 1 #5 REBAR (SEE LINTEL SGHED. ) LOAD B E A R I NC:� HEADER TOP OF MASONRY CONNECTION TO MASONRY DETAIL LINTEL BLOCK W/ (1) #5 BAR NT5 GONTINUOU5 MASONRY WALL FOR RADIAL FRAMING USE 2X4'5 @ 8" O.G. MAX. 5PAGIN6 GONG. BLOCK WALL FILLED w/ USE (2) 2X'5 IN AB5ENGE OF LOAD W/ 8d NAILS ON BOTH ENDS GONNEGTING I #5 REBAR GONT. FROM FND. BEARING WOOD OR GON(GRETE HEADER -I/16" 0.5.8. 5HEATHING TO BOND BEAM _ - L_II�J nl IIII IIII -_ I I IIII I IIII IIII IIII I uli I I;, I II II II II II I I Ii 1/I69" O.S.B. OR G.D.X. ROOF SHEATHING 7/I6" O.S.B. OR G.D.X. ROOF SHEATHING REV' DATE SEE ROOF NAILING SCHEDULE SEE ROOF NAILING SCHEDULE I PRE-ENGINEERED 2x4 BLOCKING @ 4b" O.G. MAX GABLE TRUSS FIRST 3 TRUS5 BAYS FIRSTS 5 TRU55 BAYS O.G. MAX 15# FELT I 2x4 DIAGONAL BRACING @ 4b O.G. 2x4 DIAGONAL BRACING @ 4b" O.G. I I/2" DIA. "J" ANCHOR BOLT 2x4 @ 4b" O.G. W/ A34's 16" � MAX. TO 3r•d. TRUSS (START DIAG. ' I6" @ 52" O.(G. MAX. EMBED 4" MIN. 2x4 @ 4b" O.G. W/ A34's y MAX. TO 3rd. TRUSS (START DIA6, _j W/ 2 x2 ;xl/b WASHERS CONNECTED TO TRU55 MAX. 2x(b GONT. OR BRACING 6 FROM END OF TRU55) CONNECTED TO TRU55 MAX. 2x(2 GONT. OR BRACING b' FROM END OF TRUS5) H 2x4 GONT, ' USE 4-I2d NAILS AT GONNEGTIONS USE 4-I2d NAILS AT GONNEGTION5 SHEo E HE O.S.B. DRIP EDGE \ 2x4 GONT, z SHEATHING 2 xb P.T. PLATE U.N.O. - - - - - - - - - DRIP EDGE o w x w x w ALUM. FACIA �� � � � - - - � ! W4 CO F' �, TRU5SE5 ALUM. FACIA —� - - - - - - - - a �, A w z 16d NAILS @ 12" O.G. VENTED SOFFIT '� @ 24" O.G. a w w h > VENTED SOFFIT Q, 0 � E-' o (TYPICAL) i w z a b"xb" LINTEL BLOCK -1/16 O.5.B. OR G.D.X. GABLE SHEATHING -� - - - - - - - - - - FLASHING I "H" 7/16" O.S.B. OR C.D.X. GABLE SHEATHING I i TRU55E5 x t, w o x a H � TIE BEAM GONG. FILLED W/ bd RING SHANK NAILS @ 4 O.G. W/ 8d RING SHANK NAILS @ 4 O.C. i n "H" � x H E" a � H w/ 2 #5 DIA, R005 CONT. ON EDGES AND 12" O.G. IN FIELD I @ 24 O.G. w w H z w x x ON EDGES AND 12" O.C. IN FIELD A w Q w w, METAI6 @ - I WIRED 4 1/2" APART I �, i (TYPICAL) o w E••' z x 2x4 MEMBERS @ 24 O.G. NAILED I �� VAULTED TRU55E5 i � p � 24" O.G. MAX. W/ 25" MIN. LAP i/2 GYP BOARD GABLE END TRU55 REINFORCING 2x4 MEMBERS @ 16" O.C.NAILED I o � o o E` a - - TO TRUSS W/ Ibd @ b O.G. I @ 24 O.G. (TYPICAL) i � � Q x v o � � 2x4 FIRE BLOCKING 2x s NAILED TO VERTICAL WEB TO TRUSS W 16d @ 6 O.C, / i \ x o m a a USE 2x6 MEMBERS WHEN "H" > b'-0" / - - - - a z z o o -1 - - - - -NAIL 2_I6d EA. 2x4 BLOCK _ _ _ _ _ _ _ _ _ _ w/ 16d NAILS @ 6" O.G. USE 2x6 MEMBERS WHEN "H" > 8'-O" - - - - - - - - - - Q, N �a w _E••a 0 v 4 1/2 GABLE END TRUSS 3-Ibd NAILS @EACHx4tv V A41w w P4 Q Ems-' CO A OUTSIDE - n GABLE END TRUSS v� W �• � w z REFER TO ELEVATION -�_� - - - - - 2x4 KNEE WALL @ 24 O.G. TRU55 PER BRACE w a o z � Ibd NAILS @ 12 O.G. �' (2x4 STUD MATCH VAULT) 16d NAILS @ 12' O.C. „ 2x6 P.T. PLATE GONT. 3-16d NAILS @ EACH E-' o oU w FOR FINISH - - I� C METAI6 ALONG 6ABLE TRUSS Cn X W/ I/2" ANCHOR BOLTS TRU55 PER BRACE o 2x6 P.T. PLATE GONT. W/ i/2" ANCHOR BOLTS li @ 52" O.G. W/ 4" EMBED �� „ META16 ALONG GABLE TRUSS „ @ 24 O.G. MAX. W/ l-IOd NAILS it @ 32 O.G. W/ 4 EMBED U.N.O. W/ 2 x2 xl/b WASHERS ii W/ 2"x2"x1/8" WASHERS I/2 GYP BOARD X @ 24 O.C. MAX. W/ 7-10d NAILS ,I OR 1/4" x 3" GALV. LAG BOLTS @ 16" O.G. II OR 1/4" x 3" GALV. LAG BOLTS @ 16" O.C. LINTEL BLOCK W/ 2 #5 DIA. RODS GONT. cfl - II LINTEL BLOCK 1^U 2 #5 DIA, R005 GONT. REFER TO ELEVATIONS FOR FINISH REFER TO ELEVATIONS FOR FINISH EXISTING VERTICAL TRU55 WEB5 W p r-:3,15L NDWALL DETAIL MASONRY WALL TO C;;AE3LE ENDWALL [DETAIL FOR VAULTED C ILfN� ,�=i' 1�1,�1scDNi��' WALL SECTION A -A �4 LE NDWALL Q 1 �. DETAIL AT MASONRY WALL �—� w � � �w SCALE, N.T.S. SCALE: 3/4" = I'-O" N.T.S. SGALE: 5/4" = 1'-0" T (J 1/16" 0.513OG.D.X.F SHEATHING R G.D, ROOF �/16" 0.5.8. OR G.D,X. ROOF SHEATHING SEE ROOF NAILING SCHEDULE SEE ROOF NAILING SCHEDULE � 2x4 BLOCKING @ 4b" O.G. MAX 2x4 BLOCKING @ 45O.G. MAX FIRST 3 TRU55 BAY5 FIRST 3 TRU55 BAYS 2x4 DIA60NAL BRAGIN6 @ 4b" O.G. 2x4 DIAGONAL BRACING @ 4b" O.G. ' W C 2x4 @ 4b" O.G. W/ A34's I6" MAX, TO 3rd. TRU55 (START DIA6. 2x4 @ 4b" O.G. W/' A34's 16° MAX. TO 3rd. TRU55 (START DIA6. co CONNECTED TO TRU55 MAX. 2x6 GONT. OR BRACING 6' FROM END OF TRU55) CONNECTED "TO TRUSS MAX, 2x6 GONT. OR BRACING (b' FROM END OF TRUSS) Q Q 2x4 GONT. USE 4-12d NAILS AT CONNECTIONS 2x4 GONT, USE 4-I2d NAILS AT CONNECTIONS p LINTEL DRIP EDGE - � DRIP EDGE ►- � ALUM. FACIA -� \ _ -- _ .�- ------ ALUM. FACIA - -� -- - --- �- ------ a .. PRECAST HEADER ` , i � W DOOR 'TRAGK VENTED SOFFIT VENTED SOFFIT \ 7/16" O.S.B. OR C.D.X. GABLE SHEATHING i TRUSSES 7/16" O.S.B.. OR C.D,X. GABLE SHEATHING i -+- TRUSSES W/ 8d RING SHANK NAILS @ 4" O.C. > �� @ 24" O.G. W/ 8d RING SHANK NAILS @ 4" O.C. >` 'C� @ 24" D.G. a1 ON EDGES AND 12" O.C. IN FIELD (TYPICAL) ON EDGES AND 12" O.C. IN FIELD � \ � � i � \ � (TYPICAL) — i 2 X b (PT) PLATE EACH GABLE END TRUSS &� - GABLE END TRUSS SIDE OF DOOR OPENIN.6 16d NAILS @ 12" O.C. (I) HGA10 @ 45" O.G. ON TOP 16d NAILS @ 12" O.C. (I) HGA10 @ 4b" O.G. ON TOP a PLATE BEHIND GABLE TRU55 3-16d NAILS @ EACH PLATE BEHIND GABLE TRU55 3-16d NAILS @ EACH LSTAIb'5 ALONG GABLE TRU55 DOUBLE 2x4 TOP PLATE TRU55 PER BRACE L5TAIb'5 ALONG GABLE TRU55 E_ �' (4) I/2" AB-�" L6.Z" DOUBLE 2"x4" TOP PLATE TRUSS PER BRACE E-� @ EA, DOOR TRACK @ 24" O.G. MAX. W/ 10-I0d NAILS 1/2" GYP BOARD @ 24" O.G. MAX. W/ 10-I0d NAILS 1/2" 6YP BOARD W/2" 50. WASHER NUT AT FILLED CELL REFER TO ELEVATIONS FOR FINISH JOINT IN PLYWOOD TO BE AT LEAST 1'-0" BELOW OR ABOVE REFER TO ELEVATIONS FOR FINISH DBL. 2x12 BEAM w/ ENDWALL PLATE. USE 2"x4" BLOCKING FLAT WAY5 AT JOINT. 1/2" FLITCH PLATE 1/16" 05B SHEATHING POCKET INTO 2X4 WALL OR 2"x4" STUDS @ 16O.G. (1) PG GAPS @ BEAM TO P05T P.T. P05T (SEE FLOOR PLAN FOR 1/2" DRYWALL SIZE, LOCATION 4 FINISH) �,45LE ENDWAL L G,45L E NDWAL L DETAIL W1 FRAMED DETAIL AT FRAME WALL DROFFED HEADER OFENINC � TRAC< MOUNT DETAIL SGALE: 5/4" = 1'-0" SGALE: 5/4" = I'-O" N.T•5. ) r V 1 (1) 5P4 EVERY OTHER STUD W/ 10-I0d NAILS L5TAI8 @ r � DOUBLE TOP PLATE TOP 4 BOTTOM @ WALL 5TUD5 4 HEADER SEE "5-2" SHEETS FOR TRU55 PLANS BOTTOM OF HEADER AND CONNECTOR SCHEDULE SEE "5-2" SHEETS FOR TRU55 PLANS AND CONNECTOR SCHEDULE 2x4 5YP OR #2 SPF @ 16" O.G. W/ (1) 5P4 EVERY OTHER STUD (USE 5Pb's FOR 2x6 STUDS 4 @TOP AND BOTTOM TYP. 5Pb'5 FOR 2xb 5TUD5 IN LIEU OF 5P4'5 FOR 2x4 5TUD5) STUDS — I/2" DIA. x b" ANCHOR BOLTS EMBED 6" MIN. W/ 2"x2"xI/b" WA5HER5, LOCATED WITHIN b" OF EACH END AND 24" O.G. MAX, ELSEWHERE (1) SP OTHER 2x4 RT. BOTTOM PLATE GOMP051TE LINTEL, PRECAST LINTEL, OR 51TE CAST CONCRETE ZANCHOR BOLTS @ 52" O.G. MIN. 4 HEADER (2) 2x12 W/ 1/2"' GDX FLITGH 1� HEADER STUDS USE 5P(2'5 FOR 2xb 5TUD5 4 WALL STUDS 5P65 FOR 2xb 5TUD5 IN LIEU @ 16" O.G. OF 5P4'5 FOR 2x4 5TUD5) FULL LENGTH WALL 5TUD5 NO GONNEGTOR5 REO'D v O m @ BOTTOM OF EVERY STUD 4 HEADER STUDS DOUBLE TOP PLATE 7/16" 05B OR GDX PLYWOOD C� EXTERIOR SHEATHING NAILED W/ IOd GALV. @ 3" O.G. ED6E5 r� AND 12" O.G. FIELD P�-d i 2x4 P.T. WALL STUD W/ (3) 1/2" xx DIA. ANCHOR BOLTS TO BLOCK I I Q �— - - —� - - --� drawn by: _ _---- -- -- -_ _____ checked by: GP 2x #2 SPF (2" LARGER THAN RAFTERS) 1/2" DIA. x b" ANCHOR BOLT - - - l�� w/ (5) 16d FOR 2Xb, (4) Ibd FOR 2Xb, date: 3/I102 OR EXPANSION ANCHOR w/ �� tiv (5) 16d FOR 2X10, (6)16d FOR 2X12 2"x2"xl/b" WA5HER5 LOCATED ��• �� Sheet 24"x36" FULL SGALE WITHIN 6" OF EACH CORNER ENGINEERING Seale: II �X11" HALF SGALE 4 52" O.G. MAX. ELSE WHERE 2x #2 SYP RAFTER D SIN1P50N A34 @RIDGE BOARD 4 PLATE (407) 774-9003 FAX: (407) 774-8477 ROOF 4 FRAMING DETAILS P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 2X RIDGE (2" LARGER THAN RAFTERS) THOMAS J. ANDERSON PEA 47819 �IICOMPOSITE LINTEL, PRECAST LINTEL, 2x4 P.T. BOTTOM PLATE �' I N> IL <N E E W A L L - EXTERIOR i O I } I A,5ON R� OR 51TE CAST CONCRETE WALL THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED EXTERIOR I I F AID WL 4 O FE N I N� THE 120 M.PA 3 SECOND GUST WIND LOAD REQUIREMENTS N.T.S. N.T.S. OF THE FLORIDA BUILDING CODE 2001 EDITION, N.T.S. �p�(aqtW�Cpp'.jrros, P.E. I ;ppi!�q� CD31 Florida License # 53989 JAN 21 2003 DOUBLE TOP PLATE 7/16" 05B OR GDX PLYWOOD C� EXTERIOR SHEATHING NAILED W/ IOd GALV. @ 3" O.G. ED6E5 r� AND 12" O.G. FIELD P�-d i 2x4 P.T. WALL STUD W/ (3) 1/2" xx DIA. ANCHOR BOLTS TO BLOCK I I Q �— - - —� - - --� drawn by: _ _---- -- -- -_ _____ checked by: GP 2x #2 SPF (2" LARGER THAN RAFTERS) 1/2" DIA. x b" ANCHOR BOLT - - - l�� w/ (5) 16d FOR 2Xb, (4) Ibd FOR 2Xb, date: 3/I102 OR EXPANSION ANCHOR w/ �� tiv (5) 16d FOR 2X10, (6)16d FOR 2X12 2"x2"xl/b" WA5HER5 LOCATED ��• �� Sheet 24"x36" FULL SGALE WITHIN 6" OF EACH CORNER ENGINEERING Seale: II �X11" HALF SGALE 4 52" O.G. MAX. ELSE WHERE 2x #2 SYP RAFTER D SIN1P50N A34 @RIDGE BOARD 4 PLATE (407) 774-9003 FAX: (407) 774-8477 ROOF 4 FRAMING DETAILS P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 2X RIDGE (2" LARGER THAN RAFTERS) THOMAS J. ANDERSON PEA 47819 �IICOMPOSITE LINTEL, PRECAST LINTEL, 2x4 P.T. BOTTOM PLATE �' I N> IL <N E E W A L L - EXTERIOR i O I } I A,5ON R� OR 51TE CAST CONCRETE WALL THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED EXTERIOR I I F AID WL 4 O FE N I N� THE 120 M.PA 3 SECOND GUST WIND LOAD REQUIREMENTS N.T.S. N.T.S. OF THE FLORIDA BUILDING CODE 2001 EDITION, N.T.S. �p�(aqtW�Cpp'.jrros, P.E. I ;ppi!�q� CD31 Florida License # 53989 JAN 21 2003 �IICOMPOSITE LINTEL, PRECAST LINTEL, 2x4 P.T. BOTTOM PLATE �' I N> IL <N E E W A L L - EXTERIOR i O I } I A,5ON R� OR 51TE CAST CONCRETE WALL THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED EXTERIOR I I F AID WL 4 O FE N I N� THE 120 M.PA 3 SECOND GUST WIND LOAD REQUIREMENTS N.T.S. N.T.S. OF THE FLORIDA BUILDING CODE 2001 EDITION, N.T.S. �p�(aqtW�Cpp'.jrros, P.E. I ;ppi!�q� CD31 Florida License # 53989 JAN 21 2003 i REV. DATE PR'.E-ENGINEERED ROOF TRU55 PRE-ENGINEERED FLOOR J015T SEE "5-2" 5HEET5 FOR TRUSS PLANS SEE "5-2" SHEETS FOR TRU55 PLANS (I) MT51b OR EG2UIV. 5P4 W/ 10-I0d NAIL5 W/ (4) TAPGON5 @ EVERY OTHER 5/16" X 2-1/2" @ 2" O/G MIN. E- WALL STUD7 LINTEL 0 s:a M z 1/2" EXP. ANCHOR x b" LONG P4 w �. A w H z z GABLE END TRU55 Qom•+ � o 0 DOUBLE TOP PLATE MIS 5 E D LINTEL_ S T �,� F ID E T A I L w Q� W o�� w O (1) H3 @ EACH FLOOR JOIST F 0 ROOF TRUSS, S S, TO LINTEL UCo H E a F E, (1) MT512 @ EAGH ROOF TRU55 TO TOP PLATE, USE b-bd NAIL5 H ca ~ H x E N.T.5. p U o Z H g t7 TO TOP PLATE, USE 14-10d NAILS an M (UNLESS NOTED OTHERWIS) a (UNLESS, NOTED OTHERWISE) Ibd GOMMON OR Q x GUN NAIL5 5" 0/6 12" EXTENDED BEYOND p., N w P4 z E-' z U � A H co WALL 5TUD5 OPENING, w w x wE� w a @ 16" O.G. (b FT MAX. OPENING) wpq w w o C O �i FILLED GELL5 EA. 51DE OF WINDOW OPENING PRE-ENGINEERED ROOF TRUSS 1/2" DIA. x b" ANCHOR BOLT (5EE FLOOR PLAN) 8" G.MU. WALL. W � OR EXPANSION ANCHOR W/ Cq 2"x2"xi/S" 1^ASHER5 LOGATED Co WITHIN 6" OF EAGH CORNER (VERTICAL) Q 52" O.G. MAX. U.N.O. 2x P.T. FRAMING ® W �,45L END Tfi�USS HEADER IDETAIL w U� ANCHORED TO G.M.U. WALL .. IN LIEU OF LINTEL W/ 5/16" x 3" TAPGON5 W ©cl x 5P4 @ BOTTOM OF 2x4 P.T. BOTTOM PLATE (D 4' O.G. MAX. ' COMPOSITE LINTEL, PRECAST LINTEL, EVERY OTHER NT5 TEXTURED GEMENTITIOUS OR SITE CAST CONCRETE WALL STUD FINISH 1'-I:'' 1/2" P.T. PLYVAIOOD 1/2 P.T. PLYWOOD IN-I-�IO� LOID- 5,4}�INC F�,��I WALL I�-r,�(L OVER 2x P.T. FRAMING (HO ' O� OVER 2x P.T. FRAMING W/ 8d NAIL5 @ 6 O.G. MIN. 2 OT. A C� E-� Co N.T•5. EAGH SIDE OF JOINT @ 12" O.G / I NAI FRAMING - 5" MIN, p ® v- (12" O.G. TYP.) ABOVE FINISHED GRADE p Lo E-+ . �aW CANTIL_ VEF,EE) COLUMN IDETAILr � N.T.5. DOUBLE 2x4 TOP PLATE Q II 1/4" DIA. FLUE W/ a L2" MIN. CLEARANCE E-� BETWEEN FLUE AND FRAME 5P4 W/ 10-I0d NAIL5 PRE-MaNUFAGTURED CHIMNEY GAP GALVANIZED FLASHING @ EVERY OTHER PER MANUFACTURER'S 5PEC.'S WALL STUD WALL 5TUD5 @ 16" O.G. (I) 5Pi EVERY OTHER STUD Vib" 0.5.B. OR G.D.X. ROOF SHEATHING 7/16" 0.5.6. OR G.D.X. GABLE SHEATHING TOP OF CHIMNEY SHALL BE A MINIMUM W/ bd RING SHANK NAILS a 4" O.G. 2x4 BLOCKING @ 4S" O.G. MAX 2x4 BLOCKING @ 48" O.G. MAX OF 2'-0" ABOVE A POINT WITHIN 10'-0" ON EDOE5 AND 12" O.G. IN FIELD 2x4 BOTTOM PLATE CONTINUOUS TO END OF GABLE FIRST 2 TRU55 BAY5 OF THE NEAREST ROOF USE 4-12d NAIL5 AT GONNEGTION5 USE 4-12d NAIL5 AT GONNEGTION5 2X4 #2 5YP ® 16" 0/0 2X4 FRAMED CRIGKET W/ GALVANIZED FLASHING 2x4 TOP PLATE TRU55E5 (1) LSTA50 W/ 22-IOd NAIL5 @ 24" O.G. + + @ EVERY OTHER WALL STUD — — — — — — (TYPICAL) - 8 (4) I6d COMMONS NAILED o: ® EACH END 1/2" GYP BOARD VAULTED TRUSSES + WALL STUDS 2x6 OR 2x8 5TUD5 @ 24" O.G. @ 24" O.G. (TYPICAL) GALV. FLASHING + (2) 16d COMMONS END NAILED @ 16 O.G. FRAMED UP TO ROOF DECK x4 FIRE BLOCKING + W/ NAIL 2-16d EA. 2x4 BLOCK � � TO VERTICAL 2X4's (I) 5P6 OR 5P8 ON EVERY OTHER STUD @ TOP AND BOTTOM FOR 2x6 WALLS USE rr 2x4 5TUD5 @ 24" O.G. } -1/16" O.S.B. OR G.D•X. SHEATHING 11 (MATCH VAULT) W/ 8d RING SFIANK NAILS @ 4 O.G. + ON ED6E5 AND 12" O.G. IN FIELD li 2x6 OR 2x8 P.T. PLATE GONT. N/ 1/2" ANGHOR BOLTS = 2X4 #2 SYP. BLOCKING II @ 32 O.G. Wl 4 EMBED U.N.O. W/ 2 x2 xl/S WASHERS � REFER TO ELEVATIONS FOR FINISH ., r II LINTEL BLOCK W/ 2 #5 DIA. RODS GONT. AV I/2" DIA. x 8" ANCHOR BOLT —NAIL AS SHOWN W/ IOd NAILS tlk' OR EXPANSION ANCHOR r1/ EXTERIOR INTERIOR 1FED WITHIN 6" OEAGH CORNER rI F E f=LACE C H I M N E� DETAIL, dfaWl1 52" O.G. MAX. U.N.O. X T IR I O 5 A Lm L_ OON F i�,�M I N� ON N.T.S. checked by: GP COMPOSITE LINTEL, PRECAST LINTEL, 5P4 @ BOTTOM OF 2x4 P.T. BI� OTTOM PLATE I ASONY WALL 5 5ETWEEN TfRU&,5E,5 date` EVERY OTHER /I/02 OR 51TE GAST GONGRETE WALL STUD - Sheet 24" 06" FULL SCALE SCALE: 3/4„ I -O ENGINEERING Scale: II"xll" HALF SCALE j� n I /� n /� I I l I I I I J (407) 774-9003 FAX: (407) 774-8477 ROOF 4 FRAMING DETAILS I I `► T E I �/ � L O,4 E� - 5 E ,4 I NG FRAME w 74 L L `� / P.O. BOX 161613 ND ER ONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE# 47819 LOAD-5EARINC=z FRAME <NEE -WALL AE30VE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED N•T.5. THE 120 M,PA. 3 SECOND GUST WIND LOAD REQUIREMENTS Maria Virginia Caparros, P.E. OF THE FLORIDA BUILDING CODE 2001 EDITION• U�� � i �O0� �"..,'° � �~~~ - ---' 0 h b F O' P � =odd C� �T 3� OFFICr Copy t SANPlonr) BUILDING DEp `rH58E PLANS ARE REVIEWED AND CONDI-T'10.lx 1!.*,7!"-., ; ACCEPTED FOR PERMI-r. A PERMIT ISSUED SHALL ���-:%' CONSTRUED To BE A LICEtlSE TO PROCEED Wl-[',f] THE WORK AND NOT AS A-UTHORII-Y TO VIOL AT CANCEL. ALTER, OR SET ASIDE ANY CP THE- PROVISICNS OF THE TECHNICAL CODES, NOH SHALL, ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPf FROM THEREAFTER REQUIRING A CORREC- TION OF Et?Rc)r?s ON THE PLANS, ,"' 01 NER VOLATJODJF' OF I -HE corms, #D3.1or,Z