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HomeMy WebLinkAboutPLANSm4= or mkkIMF W '1W W ■ SOUTHEAST FLORIDA DIVISION PROJECT: MORNINGSIDE MUNICIPALITY: ST, LUCIE COUNTY FLORIDA MODEL 1348, LOT #606 PROJECT # PBH .0301 FIRST FLOOR A/G: 1348 5.F FRONT ENTRY: 52 S.F. GARAGE: 260 S.F. TOTAL UNDER ROOF: 1640 S.F DES I ON FARNvIETE S CODE EDITION: F.B.G. 2004, w/ 2006 SUPPLEMENTS BUILDING DESIGNED: ENCLOSED TYPE OF CONSTRUCTION: TYPE V - B TABLE 600 FIRE RE515TANCE RATING: 0 OCCUPANCY CLASSIFICATION: R3 WIND EXPOSURE CLASSIFICATION: B WIND SPEED DE516N: F.S.G. - 130 MFH MEAN ROOF HEIGHT: +/- 10'-10" A.F.F. ROOF LIVE LOAD: TC LL=20, BC LL=10 TOP CHORD DEAD LOAD: 15 P.S.F. BOTTOM CHORD DEAD LOAD: IO P.S.F. BASIC VELOCITY PRESSURE: 25.75 P.5.F. IMPORTANCE/USE FACTOR: 1.0 MIN. 501L BEARING PRE55URE: 2,500 P.5.F. CONTINUOUS LOAD PATH PROVIDED: YES COMPONENT AND CLADDING DETAIL PROVIDED: YES EX Of R, V'14I N c G-I COVER SHEET A-1 FOUNDATION FLAN A-2 FLOOR FLAN A-S ROOF FRAMING FLAN A-4 ELEVATIONS A-5 STRUCTURAL SCHEDULES 5-1 STRUCTUAL NOTES 5-2 STRUCTURAL DETAILS S-S STRUCTURAL DETAILS 5-4 STRUCTURAL DETAILS S-B STRUCTURAL DETAILS 5-6 STRUCTURAL DETAILS E-I ELEGTRIGAL FLAN GENERAL N07F.5 I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE FUNS BEFORE BEG 1 NN I NG WORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESFONSIBILITY OF THE SUB-CONTARCTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY D I SGREFANCI' OR OTHER OUESTI ONS FERIA I N I NG TO THE DRAW NGS AND/OR SFEGIFICATIONS. 3. 17 15 THE NTENT THAT THESE DRAW NGS BE IN CONFORMANCE WITH THE 2004 F.B.G., WITH 2O06 SUPPLEMENTS, A.S.C.E. 7-02 (DESIGN OF STRUGTURE) 200E NEC AND ALL AFFL I GABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EOUIFMENT, MATERIALS, AND PERFORM ALL WORK NEGESSARY, I ND I GATED, REASONABLY INFERRED OR REOU I RED BY ANY CODE WITH JURISDICTION TO GOMFLETE THEIR SGOFE OF WORK. THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: THESE PLANS AND ALL PROPOSED WORK INTERNAL WIND PRESSURE ARE SUBJECT TO ANY CORRECTIONS / ^f � REQUIRED BY FIELD INSPECTORS THAT WINDBORNE DEBRIS PROTECTION �— MAY BE NECESSAPY IN ORDER TO (1^t•) COMPLY WITH ALL APPLICABLE CODES. IMPACT RESISTANCE GLAZING F ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C IN REVIEWED BY DATE D MRMIT UST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 57, LUCIE G0UN7Y 51JI Ln I NC7 1:�EPAR7MEN7 PROnUG7 APPROVAL SU5M 177AL APP I nAV 17 OPENING ID PRODUCT MODEL No. MANUFACTURER GLASS ATTACHMENT METHOD FLORIDA APPROVAL PRODUCT DESIGN PRESSURE WINDOWS: ALUM. WINDOW SINGLE -HUNG SH-4000 PST INDUSTRIES 3/16" (8) 1/4" TAPGON W/ I-1/4" EMBEa FL-234 +56.7/-80.9 56LHUN6 PIGT_ REGT. ALUM. WINDOW FIXED -GLASS F-6000 P6T INDUSTRIES 3/16" 1/4" TAPCONS W/ 1-1/4" EMBED; 15- /16"I6 O.GPROM EMAXS 3 FL-243 DOORS: OU7-SWIN6 SMOOTH -STAR THERMA-TRU N/A (16)#Sx2.5" PFH WOOD SCREWS. FL -II -TO 56L_HIN6ED (EXT) OBL_SLIDIN6 ALUM. DOOR GLASS S6D-2500 PST INDUSTRIES 5/16" (24) 5/16" TAPGON W/ 1-1/4" EMBED FL-251 S6,L_OVERHEAV q' X V MULLIONS W6 TUBE CLIPPED GLOPAY PST INDUSTRIES N/A N/A 5/16" x 1-5/6" LA6 SCREWS PER TRACK BRACKET MIN. 5/16" TAPCONS W/ 1-1/2" ENBED. FL-5675.16 FL-261.2 ROOF TIMBERLINE 30 GAF MATERIAL N/A (6) 1�4 in. 12 6A. RING SHANK NAILS FL-153 HURRICANE PANELS 24 ga. GALVANIZED STEEL. STORM PANELS ROBIGO SHUTTERS N/A PANELS ATTACH TO WALL W/ 1/4" DIAM. x 7/5" CALK -IN ANCHORS NOA-05-OQ27.01 +/-72 SMED ay St. LUciefty .w 0 U' �0 mIL M W �LJ GLLLL ca CI L y m d O m O M C 0 m X Wcoo o r Z�M .. to W �� W� r C UL CO X fAa LL co W coo co oZ U W J03 PROJECT& PBH-0301 T O ��E 5S o ao8� N 12 IN W W_� U) x W gg 8 r� X 9vl revisions: date: drawn by; 1-74-06 cl.VF. 8-10-a7 _ A%. designed by: CENTEX drawn by: JAM checked by: A.G. date: 6-16-03 sheet: C-1 1 of: 13 1600 S. Dixie Hwy, Ste. 400 BOCA RATON, FL 33432 561-392-3,74$ E.B.# 7686 1 1j 4 SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 r r=r=�n�I.nl 52'-O" 4'-10" -T' x 3' G NG. PAD LO 4 03 25"H 28"H HE: L x x 11 ✓ < X. MASTER 6 ry BEDROOM GREAT - ROOM 0 = e q'_2 10'-Om" 5'-43" IIIFA M. BATH DINING a'- " GL6. N ROOM o POYER II TP a'-O" GL6. a o" GL6. 2 2'_ - — 14 _ IU I O1 ff1 :35 U ID SSd" 5 ry = DRYER VENT s = ENTRY —_ a'-0" GL6. HT. -T X ry 15 I cl o� Q 1�1 4'-8" r 8H 1'-0" GL6. HT. NOMINAL KITCHEN I '-O" GLe, �tv m I z�� O K O' F II 09 I MIRROR IL i _ Z L---� IL 22'x36" = 4SH LINEN e 2 u ATTIC ACCESS IN " r A5V. VC A O 7 d' 1 61-O" os F -O" - I -GAR os ■ GARAGE AHu a'-0" GL6HT. NOM. ttl + GARAk RECESS BEDR OM 2 a'-O" GL6. . NOMINAL lH dwv II w 04 i0 a II u I I r �X L O 30"H O LO 28"H 2'-2" 8'-0" 5'-4" 32-O" I BB -I U.N.O. �=LCCR FLAN I LI 26"H IN a DOOR NOT TO BE SHUTTERED FOR EFB25ENCY EGRE55 LI 8"H ¢ O z � COVERED O C-BTXBE if) t� 5L NU BTAL LATH t Ci'-O" GLCG. HT. NOMINAL SCALE (0 N 1'-51" 6 42" H. RAISED BAR 40 1/2" FRAME A.F.F. BAGKSPLASH 1 v. 6.' 2x6 WALL YY BOTH SIDES SIDES COUNTER SECTION A-2 SCALE 1/2" = I'0" 3" 0 STEEL COLUMN W/ 6" x 6" x 114" STL. BASE IE W/ (4) 1/2" d x 3" EMB. WEDGE ANCHORS to SLAB 2 N.W.H. SUARD A-2 KTS. -21MENSION LINEAVINIENSION LINE SIDE OF 9TUD SIDE OF STUD 1/2' GYP. HOARD 1/2' GYP. BOARD 5-1/2' METAL STUD U.N.O. TYPICAL INTERIOR WALL DIMENSION DETAIL N.T.S. WINDOW SCHEDULE TA6 LOCATION TYPE DE516N PRESSURE (REMARKS P055. NEG, I treat rm 5qIhunq +50.0 -55.0 5h 2/5 2 Bdrm a2 5glhvnq +50.0 -55.0 Sh 3/5 a ress 3 Bdrm 3/den Sglhvnq +50.0 -55.0 Sh S a ress 4 Mstr Bdrm 5qIhvncI +50.0 -33.0 5h 2/5 egress DOOR SCHEDULE TA6 LOCATION TYPE SIZE ROUGH OPENING, DE516N PRE-55LRE REMARKS Width HeI ht WIDTH HEIGHT PO55. AiNDNE6 OI ENTRY I_Hln ed(EXT) 3'-0" 645" 3'-4" 6-10" +54.0 -44 EMIRS. EGRESS 02 6ARA6E I_Overheod 8'-0" 1'-0" 8'-0" 1'-0" +32.0 -55.0 VENTED 03 GREAT RM Dbl-Slldln 6'-0" 6'-8" 6'-2" 6'-a" +54.0 -31.0 04 13DRM 2 D101-51fold 4'-0" 6-8" 4'-1 1/2" 6'-8 5/4" WA N/A H.G. 05 BDRM 2 I_Hln ed 2'-6" 6 -b" 2'-8" 6'-a" WA WA H.G. 06 BATH 2 1 5,ql-Hlnqed 2'-8" 6-8' 2'-10" 6'-a" WA N/A H.G. 07 HALL LINEN I_151fold 2'-0" 61-8" 2'-1 1/2" 6'-6 5/4" WA N/A H.G. 08 AHU I-5Ifold 2'-b" 6'-6" 2'-1 1/2" 6-55/4" WA N/A LOUVERED Oa 6ARA&E 5 I-Hln ed 2'-8" 6'-8" 2'-10" 6'-a" WA N/A INSULATED 10 PANTRY I_Blfold 2'-4" 6'-8" 2'-5 1/2" 6'-e 5/4" WA N/A H.G. 11 MSTR 5DRM I_Hln ed 2'-b" 6'-b" 2'-8" 6'-11" WA N/A H.G. 12 WIG I-EIfold 2'-6" 6'-W 2'-1 I/2" 6'-8 3/4" WA N/A H.G. 13 MSTR BA I -Hinged 2'-6" 6-6" 2'-8" 6'-11" WA N/A H.G. 14 LAUNDRY Db1�Ifold W-O" 6'-8" 4'-1 1/2" 6'-8 3/4" WA N/A H.G. IS DEN Dbl_Hln ed 5'-O" 6'-8" 5'-2" ("-Cl" -- -- H.G. ERAL NOTES —CONTRACTOR TO VERIFY DIMENSIONS PRIOR TO CONSTIRIJGT0L DO NOT SCALE DRAWINGS, GO BY DIMENSION ONLY. —ALL EXTERIOR OPENINGS ARE REQUIRED TO COMPLY w/ FLORIDA BUILDING CODE (FBG) 2004 SECTION 2413 w/ IMPACT RESISTANCE OR PROTECTION w/ AN APPROVED SHUTTER OR STORM PANEL CONTRACTOR TO PROVIDE SPECIFICATIONS AND PRODUCT APPROVALS AS REQUIRED. —CONTRACTOR TO VERIFY ALL ROUGH OPENING SIZES WITH MANUF. SPECS. —STRUCTURAL DESIGN IS BASED ON RATIONAL ANALYSIS. —MASONRY WALL CONSTRUCTION N ACCORDANCE WITH: SECTION FBC 2122.1, R44015 (A) ACI 530/ASCE 5 —ALL BATHROOM FLOORS AND BASE TO BE OF IMPERVIOUS MATERIALS. —PROVIDE TEMPERED GLASS AT FRONT DOOR ENTRY AS PER FB.0 2004 CHAPTER 24 —GLASS i MIRRORS IMMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE TEMPERED GLASS WHERE THE BOTTOM IS LESS THAN 60" A50VE FINISH FLOOR —ALL WOOD N CONTACT WITH CONCRETE TO BE PRESSURE TREATED. —ALL LUMBER USED FOR FRAMING SHALL BE STRUCTURAL GRADE NO.2 WITH A MIN. FIB = 1250 P.S.I. SOUTHERN PINE, DOUGLAS FIR OR HEM FIR —GARAGE DOOR AT DEMISING WALL SHALL BE A C-LABEL DOOR WITH AN AUTOMATIC CLOSER AND A 2X4 RABITTED JAMB AS PER F.5L. 2004 SECTION 115. —SILL HEIGHT FBG 2004 SECTION 10253 THE EMERGENCY ESCAPE AND RESCUE OPENING, NOTED ON PLANS, SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES (1188 mm) ABOVE THE FINISH FLOOR — PROVIDE (1) - 2 x 4 METAL STUD a SIDES 1 TOP TO FORM CHASE FROM ELECTRIC PANEL to CEILING W/ 5/8" TYPE "X" GWB. (PANEL to CLG ONLY) — FRONT ENTRY DOOR SHALL MEET F.B.C. 2004 AND NFPA 101 LIFE SAFETY CODE SEC 21-2-2. FRONT ENTRY DOORS SHALL BE CONSIDERED "EMERGENCY EGRESS" AND BE NON -SHUTTERED. — GARAGE TO HAVE 60 SQ IK (100 CFM) OF VENTILATION PER CAR — FB.C. 2004 12103 - SHOUTERS: SHOWER COMPARTMENTS SHALL HAVE FLOORS AND WALLS OF SMOOTH, CORROSION RESISTANT AND NONA55ORBANT WATER-RESISTANT MATERIALS TO A HEIGHT NOT LESS THAN 10" ABOVE THE FLOOR AT THE DRAIN. —CONTRACTOR SHALL COORDINATE ALL THE WORK OF THE TRADES INVOLVED. — CONTRACTORS SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DETAILS SPECIFIC FOUND IN THESE DRAWINGS PROVIDED NOTIFICATION t APPROVAL OF ARCHITECTOESIGNER PRIOR TO EXECUTION. —ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MANUFACTURER6 RECOMMENDATIONS t SPECIFICATIONS. —VERIFN.' METER / PANEL LOCATIONS —ALL ANGLED WALLS ARE ASSUMED TO BE 45', UNLESS NOTED OTHERWISE —ALL FRAME WALLS ADJACENT TO EXTERIOR SPACES TO PROVIDE 4" R-11 BATT INSULATION —SEE ROOF and/or SLAB PLAN FOR ALL BRG. HGTS t COLUMN SPECS. —SEE FLOOR PLAN FOR ALL BEAM SPECS.. —STUDS a WET AREAS TO BE PLACED a 16" oz. w/ CEMENT BACKING BOARD. —PER FB.C. 2004 SECTION R 305,2: ANY GARAGE WHICH HAS HABITABLE ROOMS ABOVE IS REQUIRED TO HAVE A MINIMUM OF %' TYPE X GYPSUM BOARD OR EQUAL ON CEILING. FLOOR PLAN LUALL LEGrEND _ EXTERIOR BEARING WALL a16" 0 O.C. (SEE PLANS FOR WIDTH) —3-1/2" MTL. STUD INTERIOR WALL s 24" O.G. (UND.) —1-1/2" CONCRETE BLOCK ' WALL. (UNO) ®— WOOD INTERIOR BEARING WALL STUDS a 16" O.G. (UNA) —><- FLOOR BREAK THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICAOLE CODES. j C COO m M lL c:LL W C'J m ca C m O c9 c 0 c I o m X W� OQ •o 0 0 Z"LqL9 10 ID Co WW c O to a - 100 Wz oCCU MEN �U LLI �03 O 2 PROJECT#: PBH - 0301 revisions: data: drawn by: T-2 LIMP. 0-I designed by: CENTEX drawn by: JAM checked by: A.G. date: 6-16-03 sheet: ^ _2 3 of: 13 1600 S. Dixie Hwy, Ste. 400 BOCA RATON, FL 33432 561-392-3745 E.B.# 7686 SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 Im UPLIFT ( A3 S 3000 Ibs UPL FT s 950 Ibs T UPLIFT s 950 Ibe II II II • II II ■II f�.._ L._.... II II on II II II 11 II II II I II II II II II II II II II II II II II II II -- ■ l� �L -II II- � � I� ■ = 7 1_1 \Q _ _ = SLOPE _T j 4:12 T I I - � -�0 e 4 _ — I � 59501 AI I I I Wr I L Q II I I IT II ■ so I I u 4 12 rol + =4 I I .1,7 5TL=? TRU55 607T. CHORD 16" _ 0 AHU CLOSET I I I ■ A-5 ■ T T 1I Al <e50Ibe A-5 — II II II II p II II II II II II II II II II — II _II-' -s--- _ UPL FT 5 960 Ibs Upl- < %0 Ibs JAI ROOF FRAMING FLAN NOTES TRUSS LOAD DESIGN, 55 P.F. ROOF PITCH PER PLAN, STD. HEELS, SQUAD CUT TAILS, W/ OVERHANGS PER ELEv's PROVIDE 2 x 6 5.P. 01 VERTICALS o INTERMEDIATE BEARING POINTS, UNLESS NOTED OTHERWISE TYP. OVERHANGS ARE 12", A/$ CONNECTION of 5TUD/TRU66/GIRDER/PO6T PER "TRUSS ANCHOR SCHEDULE" A-5 —STRUCTURAL PAGE NUMBER (REFER TO "TRUSS ANCHOR SCHEDULE" FOR SPECS). DT-? REFERS TO DETAIL REFERENCE ON "DETAIL SHEETS" S-? —STRUCTURAL PAGE NUMBER (REFER TO "TRUSS ANCHOR SCHEDULE" FOR SPECS). SC —REFERS TO "SPECIAL CONNECTION", SPECIFIC to THIS PROJECT AS DETAILED ON STRUCTURALPAGE, A-5 --STRUCTURAL PAGE NUMBER (REFER TO "TRUSS ANCHOR SCHEDULE" FOR SPECS). ALL ANCHORS NOT LABELED ASSUMED TO BE "TRUSS to TRUSS" CONNECTIONS, BY TRUSS CO. ATTIC VENTILATION VENTILATION OF ATTIC SPACE SHALL COMPLY WITH F.B.G. 232632 RATIO: MIN. 1 SQ. FT. OF VENT PER 150 SQ. FT. OF CEILING, ROOF AREA CALCS: MAIN ROOF (1831B Sr-.) : 14 VENTS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE 000112, 0 04 O W m U. Cl) WEIL IJL @ t Ci m O CO O M C M p I In x W gcc H0�o LL L9 M W W�6 O O Cl) a. Go M W [F} �u)O u *ZW II-zv 4LI ° 0 3 ® 2� ►� PROJECTW. PBH - 0301 revisions: date: drawn by: 1- 6.VF. designed by: CENTEX drawn by: JAM checked by: A.G. date: 6-16-03 sheet: ^ -� s 550 Ibe /`1 4 of: 13 **TOF OF BEAM HT. TO BE U.N.O. SG?tLE/4"=1'-O" "REFER 70 STRUCTURAL PAGE (A-5) FOR TRUSS ANCHOR 5CHEnULE." ■ mm mono mom ■ 12 4 Q 3 3 PROM EXTERIOR ELEVATION -1'-0" A.F.F. T.OB_ _ 6-5" A.F.F. T. OF WINDOW5 TYP. O'-O" F.F. NOTE: TYPIGAL OVERHAN65 = 12" ® HIPS, O" ® GAELE5. NOTE: STUCCO ESAND5 ARE TO EE SMOOTH FINISH. .ice■■■■■■■■■1 m_ +/ME_-10'-10" A.F.F. AN ROOF H-T T.OB. A.F.F. T. OF WINDOWS TYP. 49C �58I= 0'-0" F.F. 427 B Ell REAR EX7ERICR ELEVATION 11511 N RAISED FOAM MOLDING LENGTH VARIES PER OPENING N.T.S. q'—O" A.F.F. T.OB. t T. OF WINDOWS TYR #__EFT EX7ERIOR L X A7I ®N 11 11 SCALE 1/4"=1'-O" C-7H7 EXTERIOR ELEVATION 11 II O'-O" F.F. q'—O" A.F.F., T.OB. _-&" A.F.F. T OF WINDOW5 TYP. ---0 =01, F_F— 4" RAISED �" RAISED STUCCO BAND DETAIL STUCCO BAND DETAIL :.T.S. N.T.S. Ln E C D5L. RAISED STUCCO BAND IF USED eD COLUMN EASE, EXTEND TO GRADE. N.T.S. 0 24" DIA. FOAM MEDALLION FOAM MEDALLION DETAILS I ✓ N.T.S. VARIES I■ I. VARIES 58 CURVED CORNER BAND — RAISED — FOR HIP SOFFIT I B 1 I GUT FLUSH NV WALL FOR GAELE END FASCIA / MOLDING J •GAELE END CC NICE MOLDINCx ice/ IPREFAEsRICATED FOAM) NT.S. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 'A -004 V' ' 2 4 m LL m W ENm 7 J Ell LL � L m c a m OCOO C I O m Woo H o ��L� W� r� WLo co _� Y U0a PISH - 0301 revisions: 1 date: drawn by: designed by: E C D5L. RAISED STUCCO BAND IF USED eD COLUMN EASE, EXTEND TO GRADE. N.T.S. 0 24" DIA. FOAM MEDALLION FOAM MEDALLION DETAILS I ✓ N.T.S. VARIES I■ I. VARIES 58 CURVED CORNER BAND — RAISED — FOR HIP SOFFIT I B 1 I GUT FLUSH NV WALL FOR GAELE END FASCIA / MOLDING J •GAELE END CC NICE MOLDINCx ice/ IPREFAEsRICATED FOAM) NT.S. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 'A -004 V' ' 2 4 m LL m W ENm 7 J Ell LL � L m c a m OCOO C I O m Woo H o ��L� W� r� WLo co _� Y U0a PISH - 0301 revisions: 1 date: drawn by: designed by: CENTEX drawn by: JAM checked by: A.G. date: 6-16-03 sheet: n _ A 5 of: 13 BRENNAN ENGINEERING, INC. 1600 S. Dixie Hwy, Ste. 400 BOCA RATON, FL 33432 561-392-,T7 E.B.# 7686 RAISED UJINDOW 5ANDING 1�0 SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 6,FLAT FLANGE W/ GUSSET FOR SUPPORT OVER BOTTOM CHORD W/ RAISED HEEL GIRDER SEE ®and(D ANCHOR Via t. ALT. CORNER APP. STEEL FLANGE: 1/4" 6„ AS DRAWN, MATCH .:.::.: ........ . ROOF PITCH PER PLN GU55ET : 1/4' W/ (4) 3/16" coo HOLES FOR 16D NAILS to GDR • EA. SIDE T. of BEAM FLANGE to MASONRY 13/I6" HOLES FOR 3/4' P x 4" EM. WEDGE ANCHORS ... : By TF4m CO: S 1 D E F R O N T GIRDER to MASONRY 3/4" = 1'-0" ALL STEEL TO BE 1/411, ABTM A36, W/ 100 % CON'T WELDS - PANT FINAL ASSEMBLY - CONTRACTOR TO VERIFY FIT - ® 2 - BOLTS (I / FLANGE) © 4 - BOLTS (2 / FLANGE) © 2 - BOLAT FL /FLANGE) O 4 - BOLTS (2 / FLANGE) (FLAT FLANGE) ALL BOLTS TO BE STAINLESS STEEL - TRUSS to 2ND WALL to MASONRY FLR BRCx WALL �° -) SEE ROOF L.O. FOR ,' ANCHOR SPEC T. of WALL _--�' `I ER PER -- - O TOP E to WALL 2-2xS.YP.02W/ U.S.P. ASI W/ 4-SID (a NAILS EA SIDE TYP, (S TOT) 2 O WALL :2 x S.Y.P. " 2 STUDS PER PLAN at 16" O.C. TYP. 3 ® END STUD to MASONRY: 1/4" P x 2" EMS. TAPCONS 12" O.G. TYP. WALL OVR GDR 577T01'M E to TR1SS : 2 x S.Y.P. " 2 W/ 16D NAILS at 8" O.G. TYP 3/4' CDX. T. 14 PLYW 6 © BOTTOM E to WALLr U. S. P. 'SPY' W/ 4 - SD NAIL EA. SIDE TYP (8 TOT) w 7 O7 STUD to FLOOR TRUSS: U. S. P. 'RT24F7/// ;9 W/ 6 - 16D NAILS to STUD and TRU55 (12 TOTAL) or 3 - 16D to EA. TOPlBOT. CHORD of TRUSS TYP. * 1 _ = ®HEADER : PROVIDE U. 5. P. 'SPT' AT 24" O.C. 2 (MIN. 3) W/ ADD'T (2) "BI" 5TRAP5 TO CRIPPLE STUDS BELOW NIH 3 FER ASV. J ; IO AT ALL PLYWOOD SEAMS W/ BLOCKIOE-NAILS 10D EA, SIDE I S. PLATE to SLAB : I2" P x 6" EMS. EXPANSION BOLTS 16" O.C. W/ 3" x 3" x 1/4" WASHERS IN "Y16" P CENTERED HOLE. SPACE 12" FROM EA s 3r T of (, :'I ;U CORNER a 6" FROM EA. SIDE OF SPLICES 24gr FER PLAN e` F.....o�., (PROVIDE 10" MIN. EMBEDMENT at WALL ADJACENT to GARAGE RECESS AREA) AA FRAME BEARING WALL SEE PLAN FOR WALL SIZE TO APPLY ABOVE WALL SECTION 11 3/4" . I'-m" - SEE "TRUSS ANCHOR SCHEDULE" (P. "A-5") FOR ALL OTHER ANCHOR SPECS - - BLOCKING : PROVIDE 2 x 4 S.P. " 2 to STUDS/FLOOR W/ 2 - 16D at EA END at ALL WALL/FLOOR SHEATHING SEAMS TYP. . SHEATHING: NAIL to ALL T/B RIBBONS W/ ED a 3' O.C. TYP. - TIE BEAM : SEE "BEAM SCHEDULE" (PAGE "A-5') FOR EXACT SPEC - NAIL ALL SHEATHING PER 'FASTENER SCHEDULE" - - THIS DETAIL SATISFIES ALL "SFEARUALL" CONDITIONS - - SEE FLOOR/ROOF FRAMNG PLAN FOR DETAIL REFERENCE - - SEE ARCHITECTURAL PLANS FOR ALL OTHER INFO - 0 FOOTING 5CNEDULE NO. SIZE TYPE STEEL NOTES F I II x 16'D MONO 2 "5 Dia. CONY MONO I (N /A) F2 24"W x I6"D MOIL 3 05 DIa. CON'T MONO 2 (USE PALM BCI-CHAIRS) FX W x L / PLN x I6'D EXTENSION 3 " 5 Dia. CON'T EXTEND/rIE BARS 24' INTO MAN FTC. F3 24V x 24"L x II PAD 3.5 Dia. EW)B. F35 24V x 241 x VVD PAD 3 " 5 DIa. EM. F4 36'W x 36"L x 12"D PAD 3 •5 Dia. E10. F46 36U x 361 x 1611) PAD 3 05 Dfa. E15. F4C 36"W x 361 x 16"D PAD 4 "5 Die. EWB. (6)"44, x Vl- 'TRANSFER" BARS 8" O.C. F5 42'W x 42"L x 121D PAD 4 "5 DIa. EM, FEB, 42V x 42"L x Ib'D PAD 4 s 5 Dia. EIUB. F6 48'W x 481 x 120D PAD 4.5 Dla. E.W.B. F65 46V x 481 x 16'D PAD 4 "5 Dla. EAM F1 60V x 60'L x 12"D PAD 5 • S Dia. EWB, FIB 01U x 601 x YoV PAD 5 .5 Dia. Em. F05 T2'W x 12'L x I6'D PAD 6 "5 Dia. FJUB. F9 36"W x 72'L x II PAD 305 Dia. - Length 6 .5 Dial. - WI Flo 36'W x I6"D STEM 4 .5 Dfa. - CON'T • 4P L 'TRANSVERSE' BARS 24' O.G. F36 36"W x L/Pin x I6"D PAD 05 a 12" O.CEWB. AT "GARAGE" AREA F80 80"W x 801 x 24"D PAD "6 a 10" OLE.WB. REAR STEEL COLUMN TE I 8'W x BID MONO I' 5 DIa. CON'T ( 10'D FOR 6' SHWR RECESS ) TE 2 8'W x 12"D MONO 1 •5 Dia. CON'T GARAGE RECESS AREA TE 3 8"W x 1'-WO CURB 2 P 4 Dia. CONT GARAGE REC. CURB (I BAR T. and B) NOTE - PROVIDE MR. 1211 SOIL EMBEDMENT MEASURED FROM GRADE TO B. OF FOOTING UV MIN. 4' EXPOSURE MEASURED FROM T. OF SLAB TO PROPOSED GRADE - PROVIDE DOUBLE LAYER of 6 x 6 - 10/10 WILK TO EXTEND MR 30" FROM INSIDE INSIDE of FOUNDATION FOOTING AROUND SLAB PERIMETER 12" 30r00 I VI 5•••••••••- ••_ OL. 4TRMtl@BARS 8.... ''.:. I^I 3011 co I = ` DBL uWW'L �II ® 1IP4 I0 ax12 F811 L/PLNf� VF, • TYP.OA DOOR RECESS O COLUMN 5CNEpULE SYMBOL SIZE TYPE STEEL NOTES Im' x 1k" C. M. U. 1 • 5 BAR r�C2 O 0 11i" x 1�" i14' x Ili' C. M. U. C. M. U. I " l BAR I • 5 BAR PLACE AT EVERY OTHER COURSE N DIRECTION AS SHOWN O -N. x Its' C. M. U. 2 • 5 BARS E3 " " C. M. U. 2• 1 BARS 'C BLK 2 • 5 BARS Q " 1Vi" x 11i" (46' G. M. U. 2 " 5 BARS G3 C35 " C. M. U. 2 • 1 BARS %"/3' x 114" (457 C. M. U. 2 • 5 BARS CAB Q C. M. U. 2 • 1 BARS NOTE: - ALL CMU. CELLS W/ STEEL TO BE CONCRETE FILLED - LAP ALL STEEL MIN. 48 Dla. TYP, THROUGHOUT - DOWEL W/ STANDARD END 4 HOOK TO MATCH FILLED CELL STEEL - SEE ROOF/FLOOR LAYOUT FOR ALL WOOD/STL. COLUMN SPECIFICATIONS TRUSS ANCHOR SCHEDULE CONNECTION TYPE MW O ANCHOR TYPE �. t� QUAINT. SIZE I M 80HID P TRUSS a WLapEa.E vr� WA L LATEIK LOAD F1 aael F2 UPLIFT CAP. TRUBS to MASONRY Al USP 'HTA20' I 125"W I& GA 1 - I N / A 590 660 1148 L85 A2 I 9 - 590 660 H16 LEI5 (TZ)` AS 2 1 9-10D / STRIP 1 Im I L320 2950 i WHERE INDICATED ON FLAN, PROVIDE ADD'T 2 X SCAB PER DIAGRAM BELOW (WA IF TRW IS MR12-FLY) TRUSS b WOOD MR( ANCHOR TYPE Ell U S P 'RT24T OR RT24F CITY I 1 SIZE BIW b TRW 6 - 16D I BIRAP b WD WL 6 - I&D F1 NR 11J) I F-2 NR (N) UFLFT 1001 LEIS 1'W 14 GA �91LQ-W (TZNSEE BL 2'1 5 - 16D 5 - VOID° 1125 LBS BS "RTIb' I 8 GAUGE 6 - 8 - 8D 645 650 1030 LBS E17 "HGDP' I 1 20 C74LGE 1 4 - 89 1 4 - 8D 150 160 415 LISS (N) PROVIDE ADD'T (3) (WALL/HEADER/GD - Vol) TOE -NAILS TO EACH1SS TRTO WOOD ) ( 2 t 1 / SIDE) 500 500 T (5) - 1/4" P x 2" EMB. TAFCONS FER STRAP to MASONRY N / A WO LBS SRF to WOOD AW. ST11P b WD. SOW WOOD to wOCO C 1 U S MSiA48' I 11/4'W I6 GA 1-10 1 - 10D or 5 lT) NR NR 1065 (WALL or POST) 02 I 1 1 11 - 10D I - I0D ar 8 (T) VbW L55 (Tzh CS I 5 - 0D EI - 10D or II lT) 2180 LEIS BURP to Mawr— T ALT. PROVIDE TAPCONS to ALiW WALL BELOW - V4' P x 2" Em TAFC0N5 PER STRAP WD. POST b SLAB D1 U S Y1P34' I ANCHOR TO POST ANCHOR TO SLAB N / A 4 - BD NAILS (2) -1/4" P x 1 IWEM, H TI YOK-CON II' D4 2" 2 - 5/8' P BOLTS (U - 5/8' P x 8" EMB. HI TI ICUK- LT II" 2860 LM (TD D5 ' I 3/4" P TS 2 -3/4', (U - 3/4" P x 8" EMB. HILTI 'KIUNK- T II' 3155 DB 6" 1 3 - 3/4" P TS (0 - V H x B' . NI TI KWK- T II' 5545 D7 "HTR2' I I6 - I6 NAI 5 (0 - 5/8' P x 8" M. HI TI 'KW K-BO T 11" 36% LBS 138 1 32 - 16D NAILS 5310 LBS WD. BEAM b F 1 USP 'THD6I2' I 8lE aNDHOR TO WOOD BEAN ANCHOR TO MABONfTr NAILS (b) - I/4' X 1'L TAPCCNSh1NGE (12) 2000 I4 GA 20 - 10D FLANGE OVER AT MASONRY CORER APPLICATIONS (TZ)r F2 'Rti1 3" 1 1 GA 14 -10D NAILS I (1) - 1110 x (9. B 1B. HILTI "KWIK-BOLT II" (FKB-IU IBEI LEIS F2A CUSTOM FLATE SEE ANCHOR TYPE ( DETAIL ' F2A ' ) 1 (8) - TAPCCNS (U - 1/4' P x 2' EMB. 1815 LBS FS `1FM 3U' (5) - V P EIOLiS (1) - 0' P x V EMB. J-BOLT 3450 LBS FS "LtMd' . I6 - i6D NAIL (2) - 3/4' x 4' EPM3 " 3990 LBS F10 U S P 'THD210-2" U143A 20 - 10D NAI S(6)-1/4" X 2' TAPCONS (12) 20M L56 F13TO WAL START IST s MIDDLE OF TRM BOT. 1500 LBS W AINRNG 3 BLOCKING at 5' OO. (PROVI 2 x 8 P.T. FILLERKING AS REOJ PER BOLT F74 US 1UL5C° I 10 GA (2) - 3/4" P THRI-BOLTS N / A 8135 LBS NOTES: I. FOR 52 ANCHORS ONLY: PROVIDING THE 16D NAILS HAVE 2" MIN. PENETRATION INTO S.Y.P. THE UPLIFT VALUE MAY BE DOUBLED 2. HARDWARE SPECIFIED MANUFACTURED BY U S P" LUMBER CONNECTORS"' A GIBRALTOR COMPANY 3. INSTALL ALL HARDWARE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 4 "TAPCONS" SPACE MIN. 2" T.O. BEAM 'WEDGE ANCHORS" - SPACE MIN 4" W/ MIN. 3" FROM EDGES 5. CAPACITIES SHOWN ARE FOR INSTALLATION IN SOUTHERN PIPE LUMBER W/ ASTM A446 GRADE A STEEL SIDE PLATE WITH NAILS AS INDICATED SD - 8.131"P x 2 I/21 10D • 0.1484 x 31 16D • 0.1624 x 3 12"L 6. REDUCTION LOAD FACTORS HAVE BEEN TAKEN INTO ACCOUNT FOR ALL MULTIPLE STRAPS AS INDICATED - TI4IS STATEMENT IS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY ROOF MEMBER 15 LESS THAN OR EQUAL TO 'UPLIFT CAPACITY' OF THE ANCHOR AS SPECIFIED (SEE "TRUSS ANCHOR SCHEDULE") (TV.- ALL CONNECTORS AND FASTENERS IN DIRECT CONTACT WITH P.T. LUMBER SHALL BE TRIPLE ZINC COATED FOR CORROSION PROTECTION. WHEN ORDERING PRODUCT WITH TRIPLE ZINC COATING, THE DESIGNATION 'I MUST BE ADDED TO THE STOCK NUMBER (Le, MSTAS-TZ) LATERAL LOADS ON TRUSS COffECTOH6 LATERAL WIND LOADS FOR TRU55 GONNEGTION5 HAVE BEEN DESIGNED BY RATIONAL ANALYSIS FOR THE AGTUAL LATERAL LOADS AND DO NOT EXGEED THE ALLOWABLE LATERAL LOADS LISTED ON THE STRAP GONNEGTION 5GHEDULE INCLUDED ABOVE. MAXIMUM LATERAL LOADS AT ANCHOR 5PAGED 24" O.G. PERPENDICULAR TO WALL = 480 L.B. PARALLEL TO WALL = 360 LB. IN LIEU OF IOd NAILS USED IN STRAPS Iced X 5" LONG STUB NAILS MAY BE USED PROVIDING THE FOLLOWING: WHERE THE PLAN SPEGIFIE5 5 TO 12 NAILS, ADD 3 MORE NAILS TO THE PLAN 5PEGIFIED AMOUNT. HHERE THE PLAN SPECIFIES 13 TO 15 NAILS, ADD 4 MORE NAILS TO THE PLAN 5PECIFIED AMOUNT 0 POST MARK TYPE 5CNEDULE NOTES MARK TYPE . 0 P4 4 x 4 P.T. P36 3- 2 x 6 SP. • 2 P45 4x6 P.T. p46 4-2x6 SP. •2 P4C 4 x 8 P.T. P24 2 - 2 x 4 SP.02 NOTE P56 5-2x6 SP. •2 P44 4-2x4 SP. "2 P66 6-2x6 5P.02 P54 5-2x4 SP. •2 P28 2-2x8 5P.•2 P64 6-2x4 SP.02 P38 3-2x8 SP.'2 P14 1-2x4 OP. "2 P48 F 58 4-2x8 SP.•2 5- 2 x 8 SP. • 2 P6 b x b P.T. Pb$ 6 x 8 P.T. P68 6- 2 x 8 SP. • 2 TS 3 W x 3 1(2 x V4" TUBE STEEL, ANCHOR PER DETAIL, AS SPECIFIED CN PLAN SPECIAL NOTES ONLY AS INDICATED ABOVE: L ANCHOR to MASONRY WALL W/ VY P x 4' Eh1B. UEDGE ANCHORS 24" O.G. (8" FR 9 TOP/BOT) 2. ATTACH W/ I2' P THRU-BOLTS WI 1 1/4" WASHERS a 24' O.C, and MAX. 6" FROM ENDS. 3. ANCHOR TO MASONRY W/ III P x I V4' EMB. TAPCONS a 16' O.C. - ALL POSTS at 'COVERED PATIO/LANAI' AREAS TO WRAP and STUCCO FINISk ALL OTHER WOOD POSTS TO BE MIN. 3 - 2 x 4 or 2 - 2 x 6 S.P. e 2 (MATCH WALL WIDTH) B. U. POSTS TO NAIL TOGETHER V 16D COM'10NS a 6" Olw STAGGEIRED EA. PLY/EA FACE, UNLESS NOTED OTHERWISE, PER NOTE 2. ASSUME POST HST. TO MATCH BM WALL HGT, UNLESS CALLED OUT OTHERWISE VERIFY POST WIDTH TO MATCH GIRDER WIDTH PER TRUSS DM FROVIDE SOLID BLKG, BETWEEN FLOOR SYSTEMS, FOR CON'T BR:s. TO MASONRY BEAM, FROM ALL 2ND FLOOR POSTS ABOVE SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. HEADER 5CNEDULE F__ MARL TYPE NOTES HI 2-2x12 SP.•2 HQ ENGINEERED MAX. 3 3/8'W x II 3/41D, BY TRUSS CO. (VERIFY AS I MEMBER) H3 3-2x128.7P.'1 INN 2 x 4 SP. " 2 NAILER ROOF and CLG. CONT NAILER or BLICa W/ II NAILS a 6' O.C. or 3 - 160 NAILS PER EA WEB/STUD THAT IT CROSSES ALT. ANCHOR to MASONRY W/ 1/4" x 1114, EMB. TAPCONS a 24" O.C. (MIN. 2 / BLK) W( TWIiEADED BEAM I BY TRUSS CO. (TO SUPPORT CANT JACKS) - ALL WINDOW t OTHER HEADERS TO BE MIN. 2 - 2 x 12, NAILED TOGETHER W/ 2 Rom OF 16D COMM" a 6' O:C, UNLESS CALLED OUT OTHERWISE ALL 2 x 12 51L HPDRS ARE ASSUMED TO BE CUNT TO BR'G. PI a EA SIDE SEE FOUNDATION PLAN FOR ALL CONCRETE BEAM SPECS. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. N A 2 ° W V)LL J �c m 0 _ o (D x W-0oo LL N NU) .L; , W ULj C UO 0 t� fn (L IL ti O M N N w C4r_ W in00 cz Vm z 0 "0 NC�CJ r G F H Q: r w M r PBH - 0301 Cc S W 19 S IA o ® 12 N a W70 �$ g Vt �sie a o revisions: date: drawn by: 2-6-04 610. 4-2-04 oI designed by: CENTEX drawn by: JAM checked by: N.E. date: 6-16-03 sheet: n _5 5of.13 BRENNAN ENGINEERING, INC.I 1600 S. Dixie Hwy, Ste. 400 BOCA RAYON, FL 33432 561-392-3746 E.B.# 7686 1 4 SCOTT R. BRENNAN '. E. NO. 5 1 3 1 1 GENERAL NOTES: VERIFICATION OF FIELD CONDITIONS: CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME, WHERE ON THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH CONDITIONS SHALL BE GALLED TO THE ARCHITECT'S ATTENTI ION AND NECESSARY ADJUSTMENTS MADE PER HI5/HER INSTRUCTIONS. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWIN65 ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR 51TUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRA104IN65. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROGEEDIN& WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DE516NED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING 15 COMPLETE. IT 15 THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUIDIN& AND ITS COMPONENTS DURING ERECTION. TH15 WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEERING, TEMPORARY BRACING, GUYS OR TIEDOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND 51TE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DE516N LOADS: ROOF: TOP CHORD LIVE LOAD (TOLL) = 20 psf TOP CHORD DEAD LOAD (TCDL) = 15 psf BOTTOM CHORD LIVE LOAD (BGLL) = 10 psf BOTTOM CHORD DEAD LOAD (BGDL) = 10 psf TOTAL ROOF LOAD = 55 psf RIND: DESIGN WIND SPEED - 140 mph DE51&N IN ACCORDANCE W/ 2004 F.B.G., RESIDENTIAL: ASGE 7-02 FLOOR: LIVE LOAD 40 psf DEAD LOAD 15 psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ENGINEER TO REVIEW. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITAL TO THE ARCHITEGT/EN&INEER. DRAWI1465 SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. TRACT DOCUMNTS ARE PROHIBITED WITHOUT THE EXPRE55 WRITTEN PERM155ION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOGUMENTS WILL 60VERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. FOUNDATION/51TE PREPARATION: FOUNDATION SHALL MEET, AS A MINIMUM, FBG-2004, TABLE R401.4.1 PRESUMPTIVE -LOAD -BEARING VALUES of FOUNDATION MATERIALS. FOOTIN65 WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 psf, FOOTING EXCAVATIONS AND SLAB SUB6RAVE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST q5% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1551. TREAT ALL SOIL FOR TERMITE PROTECTION. :TAN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE 75. LOCATIONS FAILING TO MEET THE &EOTECHNIGAL ENGINEERS REQUIREMENTS SHALL BE REWORKED AND >NTRAGTOR'S EXPENSE, AND A5 DIRECTED BY THE ENGINEER. WRITTEN CERTIFICATION THAT THE MINIMUM DE51&N AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE OBTAINED FROM A CERTIFIED AGENCY. CONCRETE: CONCRETE SHALL MEET, A5 A MINIMUM F50-2004 TABLE R402.2 MINIMUM SPECIFIED GOMFRE551VE STRENGTH of CONCRETE. CONCRETE SHALL ACHIEVE MINIMUM 26 DAY 00M*RESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB -ON -&RAVE 5,000 PSI REGULAR WEIGHT FOR BEAMS, AND COLUMNS CONTRACTOR SHALL SUBMIT PROPOSED MIX DE51&NSS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXGEEG 5 +/- I" PRIOR TO THE ADDITION OF PLASTICIZER. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2" FOR #5 AND SMALLER 2" FOR #5 AND LARGER G. FOR CONCRETE NOT EXPOSED TO EARTH OR INEATHER: 5/4" FOR SLABS, WALLS AND JOISTS I-I/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, AND STIRRUPS FORMWORK: FGONSTr GTE 5 IN GGORDDANGE wIITTHFAG 54 , ALL G�OMMENDED OTRACT GGOOR GaNWALL�S r RMmORIKN65 SHALL BE DESIGNED AND REINFORCING STEEL tND VERTICAL BARS SHALL LAP 4t1P crr FIELD LAPS ARE SUBJECT TO EN61N"- S OIL SCALE, AND RUST PLACED IN ACCORDANCE WITH THE TYPICAL 5¢EGIFIGATIONS. VERTICAL and BEAM STEEL TYP., UNLESS NOTED OTHERWISE. PROVIDE 5' X V CORNER BARS LAPPED AND TIED TO EACH BEAM REBAR, TYPICAL AT ALL CORKERS. THESE CORNER BARS SHALL BE The SAME SIZE AS LON61TLVINAL BEAM BARS. SEE MrAILS FOR ADDITIONAL INFORMATION, WELDED WIRE MESH: MLDED WIRE MESH bxb SHALL BE ASTM A-05, 61-ADE 55 FREE FROM OIL SCALE, AND RUST, AND SHALL BE PLACED IN ACCORDANCE WITH THE AGI TYPICAL DETAILS. MINIMUM LAP SHALL BE ON!" SPACE PLUS TAO ING,I MONWN Yt TYPE "5" MORTAR SHALL BE USED EXCLUSIVELY ON 7HI5 PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED A5 OUTLINED UNDER ASTM 0-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 5/5' THICK UNLE55 OTHERAISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. ALLOW A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO &ROUTING CELLS. LAP VERTICAL REBAR 45 X BAR NO., U.O.N. MA50NRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REOUIREMENT5 OF THE "SPECIFICATIONS FOR MASONRY STRUCTURES dIG00MMENTARI TM5 4 PUBLISHED BY THE EWI MASONRY STANDARDS JOINT STRUCTURES RE and SPECIFICATIONS FOR MASONRY STRUCTURES MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE .A 'CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OR A CERTIFIED STRUCTURAL MASON" AS REG06NIZED 13Y THE FLORIDA CONCRETE AND PRODUCTS A550CIATION (FC$FA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK 15 ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENT'S. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FGEPA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. F�71,GSIlIi 7�1��j»� ANCHOR BOLTS AT COLUMN BASES SHALL BE ASTI I A50i BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A525-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD. WOOD: WOOD FRAMING STRUCTURAL MEMBERS: #2 SOUTHERN YELLOW PINE OR HEMFER (UNLE55 NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS Fb = 1250 e SI AND A MODULUS OF ELASTICITY = 1,600000 P51 (DOES NOT INCLUDE INTERIOR NON LOAD BEARING STUD WALLS). DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-02, "PE-VeN NATIONAL STANDARJ25 FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRJJGTION.", AND "HI5 ql" COMMENTARY and RECOMMENDATIONS FOR HANDLIN6, INSTALLATION and BRACING METAL -PLATE - CONNECTED WOOD TRUSSES. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED. ROOF SHEATHING: Iq/52" GDX GRADE PLYWOOD, UNLE55 NOTED OTHERWISE. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLAT'E5 SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. PROVIDE 2 X 4 5LOCKIN67 ON ALL SIDES OF THE RIDGE VENTS WITH 8d NAILS AT 4" ON CENTERS. NOTE: TABLE 2504.41.1 NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. TABLE 2304.q.1 FASTENING SCHEDULE CONNECTION FASTENERS NUMBER OR SPAGIN6 JOIST TO BAND JOIST, FACE NAIL 16d COMMON 3 JOIST TO SILL OR GIRDER, TOE NAIL ad COMMON 3 BRID61N6 TO J015T, TO NAIL EACH END 8d COMMON 2 LEDGER STRIP, FACE NAIL 16d COMMON 3 IX6 SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL ad COMMON 2 OVER IXb SUBFLOOR TO EACH JOIST, FACE NAIL 8d COMMON 3 2" SUBFLOOR TO J015T OR GIRDER, BLIND AND FACE NAIL Ibd COMMON 2 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL Ibd COMMON 16" O.G. TOP OR SOLE PLATE TO STUD, END NAILED 16d COMMON 2 STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 DOUBLED STUDS, FACE NAIL IOd COMMON 24" O.G. DOUBLED TOP PLATES, FACE NAIL IOd COMMON 16,10.0. TOP PLATES, LAP AND INTERSECTIONS, FACE NAIL 16d COMMON 2 CONTINUOUS HEADER, TWO FECES Ibd COMMON 16" O.G. ALON6 EDGE GEILIN6 JOIST TO PLATE, TOE NAIL Sd COMMON 3 CONTINUOUS HEADER TO STUD, TOE NAIL ad COMMON 4 GEILIN6 JOISTS, LAPS OVER PARTITIONS, FACE NAIL Ibd COMMON 3 GEILTING JOISTS TO PARALLEL RAFTERS, FACE NAIL Ibd COMMON 3 RAFTER TO PLATE, TOE NAIL 8d COMMON 3 I" DIAGONAL BRACE TO EA. STUD AND PLATE, FACE NAIL 8d COMMON 2 IX6 SHEATHING TO EACH BEARING WALL, FACE NAIL 8d COMMON 2 OVER IX8 SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON 3 BUILT-UP CORNER 5TUD5 Ibd COMMON 24" O.G. BUILT-UP GIRDER AND BEAMS, FACE NAIL 20d COMMON 32" O.G. AT TOP S BOTTOM STAGGERED ON OPPOSITE SIDES VV _2 at ENDS AND NG 2" PLANKS 16d COMMON AT EACH BEARPLIGE STUDS TO SOLE PLATE, END NAIL Ibd COMMON 2 1/2" 6YP5UM SHEATHIN6 II GA. 1-1/2" 4" O.G. AT EDGE5 7/16" HEAD 8" O.G. AT OTHER BEARING 5/6" GYPSUM SHEATHING II GA 1-5/4" 4" O.G. AT EDGE5 7/I6" HEAD 8" O.G. AT OTHER BEARING GYPSUM WALLBOARD 1-5/6" DRYWALL 7" O.G. ON CEILINGS 8" O.G. ON AALLS 1-1/2" DRYWALL T' O.G. ON GEILIN65 ROOF TRU55 NOTES: I. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING HALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DONNS TO BE SIZED PER TRU55 MANUFACTURERS UPLIFT CALCULATIONS. ANY OUESTIONS 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'-&" TO 6'-O" 3 HEADER STUDS (EACH SIDE) &'-0" TO 12'-0" 4 HEADER STUDS (EACH SIDE) 12'-O" TO W-O" 4. BEARING HALL NAIL PATTERN - BLOCK AND NAIL ALL PLYWOOD ® EXT. WALLS I. PLYWOOD: (FIELD) USE 8D NAILS @ 6" 0/0 (ED(SE) USE bD NAILS Ra 4" 0/0 2. 6YPSUM: (FIELD) USE 5D NAILS ® 10" O/C (EDGE) USE SD NAILS ® 7" O/C 5. ROOF NAILING PATTERN ZONE I - USE 8D COMMON NAILS ® b" O/C ZONE 2 - USE 8D COMMON NAILS ® 6" O/C 3 ZONE 3 - USE SD COMMON NAILS ® 4" 0/0 USE ad RING -SHANK NAILS FOR ALL FASTENINC75 IN NAILING ZONE 5 IN 140 MPH WIND SPEEDS. 6. 1/2" GYPSUM GEILIN6: USE SD NAILS ep 7" 0/0 7. 5EM00 2 1/4" X .151 d PASELODE 2 1/4" X .Oqq PNEUMATIC NAILS MAYBE USED IN LIEU OF 6D COMMON NAILS 8. SEE STRUCTURAL NOTES FOR 5HEATHIN6 SPECIFICATIONS. q. END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBERS. A = 10% OF MIN. WIDTH OR A X HEIGHT, WHICH EVER 15 GREATER BUT IS LESS THAN B. o \ v To 1_6 ROOF ZONES Ed `�)S)� � 36 m WORK THESE PLANS AND ALL PROPOSED ARE SUB ECT TO ANY CORRECTIONS I_61 REQUIRED 9Y FIELD INSPECTORS THAT MAY 6E NECESSARY IN ORDER TO COMPLY WITH ALL APPI ICAPLS COOKS, oa n ul 0 C14 A W fit: M LL lV) tL 00 00 cc aa) 0 m c 0 C O I m X W (130 ` O LL � M u2 WWu') 0_cc u c ) a. LL A4 w t0 tV w mj N ' W i U Q Y W r x w. u o N © 0 J r � Q: r CI qq M r T p W 0 ti $$o x gEIS sogLr6S �E N toa l :5 revisions: dates: drawn by: I2-:22-05 bt. 2-17-04 6.G. 11-8-05 RMM designed by: A.S. drawn by: G.C. chocked by: N.E. date: 3-25-03 sheet: S-1 BRENNAN ENGINEERING, INC. 1600 S. Dixie Hwy,400 BOCA RATON, Fl 33432 561-392-3748 E.B.# 7686 14R 1 2 n SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 TRU55E5 : PRE-ENGINEERED WOOD TRUSSES at 24" O.G. MAX. SPACING (VERIFY A/ TRUSS MF6R. LAYOUT DRAWING FOR TRU55 CONFIGURATION ROOF : ASPHALT 5HIN6LE5 OVER 15 LB. FELT TIN TAGGED TO M/52" GDX PLYWOOD TO_P OF BOND BEAM — — PEF PLAN FASCIA :6ALV. INTEGRAL DRIP OVER I x 2 CEDAR OVER 2 x 6 PAINT GRADE FASCIA to TRS. TAILS W/ 2 - I&D NAILS TYP. SOFFIT: STUCCO FINISH OVER HIGH -RIBBED METAL LATH, ANCHORED WITH NAILS OR 4 STAPLES TO PROVIDE AT LEAST 1 " PENETRATION INTO WOOD FRAMING: MEMBERS (per Ri03b/A6TM C1063M/ roll x 24" SCREEN VENTS 6-0" APART BOND BEAM : APPROVED 8" x I6" LINTEL CONCREBLOCK TEu SEE/ SCHEDULEAl STL. IFOR RED EXACT BEAM SPEG) LINTELS : HIGH STRENGTH BY "CAST CRET'E" OVER ALL WALL OPENINGS W/ STEEL and/or CONCRETE PER BEAM SCHEDULE EXT. WALL : MIN. 5/8 STUCCO FIN. (2 GOATS) OVER 5" x 16" G.M.U. TYP. U.N.O. FILLED CELLS PER COLUMN SCHEDULE MINIMUM CURB PER 6ARA6E RECESS fOP OF SLAB Z Q a FINISH GRADE LU * TRI155 TO BEAM : 12 PER ELEVATON BRACING : LATERAL/DIAGONAL (SEE ROOF L.O. FOR LOCATIONS) GEILIN6 : 5/5" GYPSUM WALLBOARD OVER R-19 INSULATION (VERIFY PER SPECS.) INT. WALL : PAINTED BLOCK (NO DRYWL) SLAB : 4" GONG. SLAB W/ FIBER MESH OVR 6 MIL V150LJEEN VAPOR BARRIER OVR WELL COMPACTED TREATED SOIL (SEE SLAB PLAN for ANY ADD'T STL.) ------ ....'.-�•.�y�_��=.ter -III-III-III , .,t k I I I I, I I I I I I I I I I� �•� ��::-:�� ' �;= �•'011111— PER PLAN NOTE: - . w v V VENTILATION OF ATTIC SPACE SHALL COMPLY WITH F.B.G. 2526.3.2 RATIO: MIN. 1 50. FT. OF VENT PER 150 50. FT. OF GEILIN6. (EXAMPLE EQUATION: 2,500 sf/150 = 16:7 or IT sf of VENTING) 01 FOOTING, : SEE FC PLAN FOR SIZE 4 30" 6X6 10 / 10 -WELDED AIRE FABRIC (MESH) TYP. TRUSSES : PRE-ENGINEERED WOOD TRUSSES at 24 O.G. MAX. SPAGIN6 (VERIFY W/ TRUSS MFG LAYOUT DRAWING FOR TRUSS CONFIGURATION ROOF : ASPHALT 5HINSLE5 OVER 15 LB. FELT TIN TAGGED TO 14/32" GDX PLYWOOD TOPOFB____ _ _ — BOND BEAM PER__PLA_N FASCIA :GALV. INTEGRAL DRIP OVER I x 2 CEDAR OVER 2 x 6 PAINT GRADE FASCIA to TRS. TAILS Al 2 - I6D NAILS TYP. SOFFIT: STUCCO FINISH OVER HIGH -RIBBED METAL LATH, ANCHORED WITH NAILS OR STAPLES TO PROVIDE AT LEAST 14" PENETRATION INTO WOOD FRAMING MEMBERS (per R103b/ASTM C1063)/ 6" x 24" SCI PFEE VENTS 6'-O" APART BOND BEAM : APPROVED S" x 16" LINTEL CONCRETEOCK . (SEE SEE SCCHEDULEIFOPROURED EXACT BEAM SPEC) LINTELS : HIGH STRENGTH BY "CAST CRETE" OVER ALL WALL OPENINGS A/ STEEL and/or CONCRETE PER BEAM SCHEDULE EXT. WALL : MIN. 5/5" STUCCO FIN. (2 GOATS) OVER S" x 16" G.M.U. TYP. U.N.O. FILLED CELLS PER COLUMN SCHEDULE O'-O" OP OF SLAB Z FIN15H GRADE a 7%roPICAL BALL 5 C7I ®N Co� 67ARA&F. i1F - REFER TO "TRUSS ANCHOR SCHEDULE" SGALE:I/2'*'-O" (SEE ROOF/FLOOR FRAMING PLAN) - 5EE PAGE 5-1 FOR SHEATHING NAILIN6 RE0UIREMNT5 - 1-1/2" RECE55 * TRM TO BEAM: 12 PER ELEVATON (SEE CROOF L.O. FOR LOCATIONS) GEILIN6 : 5/5" GYPSUM AALLBOARD OVER R-19 INSULATION (VERIFY PER SPECS.) (MAY VARY FER ENERGY CALCS) INT. WALL :1/2" DRYWALL OVER 4.1 —FEFFFERATED FOIL INSULATION OVER I x 2 P.T. FiRR NG STRIPS 9 24" O.C. SLAB: 4" GONG. SLAB W/ FIBER MESH OVR 6 MIL VISOUEEN VAPOR BARRIER OVR WELL COMPACTED TREATED SOIL (SEE SLAB PLAN for ANY ADD'T STL.) --a y- -77 =1 II -III I I=1 I I -III -III I - III-III=III I=III-III- PER PLAN NOTE: I. -,,- VENTILATION OF ATTIC SPACE SHALL COMPLY AITH F.B.G. 2526.5.2 RATIO: MIN. 1 50. FT. OF VENT PER 150 50. FT. OF GEILIN6. (EXAMPLE EQUATION: 2,500 sf/150 = 16.-T or I-T sf of VENTING.) _ _ FOOTING :SEE FC PLAN FOR SIZE A 30" 6X6 10 / 10 -WELDED WIRE FABRIC (MESH) TYP. ,I � 7 I l= I CAS AALL B C71®N - REFER TO "TRUSS ANCHOR SCHEDULE" 5GALE:1/2"=1'-O" (SEE ROOF/FLOOR FRAMING PLAN) — 5EE PAGE 5-1 FOR SHEATHING NAILING REQUIREMNTS — THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. cl co W O� JLL 00 U GO ca N O m C O C I O li] X W �r o 6 : �. L W"� W u0 U) d LL ti ti O M w N to N w T Lu C N11111111 in.00 Z ® r Z 0 W o ® Iw N O J l" to w N T w tr V tM T (PROJECT#: T 0 E /w `bES= �// 1 s a u aE @ c� a M1 uj T 6g y �o P,g revisions: date: drawn 6Y: 12- 2-Ii-04 es. u designed by: A.S. drawn by: G.C. checked by: N.E. date: 3-25-03 sheet: S-2 BRENNAN ENGINEERING, INC. 1600 S. Dixie Hwy, Ste. 400 BOCA RATON, FL 33432 561-392-3748 E.B.# 7686 �R 1 200� SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 25" MIN. i/8" STUCCO OVER SELF FURRING ,n vo 1, LAP PAPER BACK LATH ON ONE V ■ O cc N CV)-- ---------- ---------_ -- -_ LAYER HOUSE WRAP OVER Iq/32" INSULATION BOND (SEE SPECIFICATIONS) ---------------- EXT. BEAM EXT. PLYWOOD SHEATHING LL L PRECASTLINTEL rn r FULLY GROUTED BLOCK Ca 2x WD. HEADER REINFORCED BLOCK (SEE PLANS FOR SIZE AND WALL WOOD WALL (SEE PLAN) ® o CELL EACH SIDE \ WINDOW / NUMBER OF MEMBERS) c OPENING W/ 1 #5 R.O. o \ / VERTICAL— CID FILLER AS REQUIRED \ / I CONTINUOUS FLA5HING ANCHORAGE PER PRODUCT / \ i APPROVAL 5/4" P.T. WD. BUCK AROUND PERIMETER I/2" DRYWALL OF OPENING. / \ GONG. FILLED CELLS to 0 CONTINUOUS I/2" x P.T. WD. BUCK STUCCO - ::� :"� (SEE PLAN) Lm :S o 0 STUCCO DRIP (TYP.J(U.N.OJ ° . co LL mm in in ♦+ • : r PRECAST SILL CD q p W L - CORNER BEAD � - - PRODUCT APPROVAL: DOOR TRACK 7 OLLLLI ATTACHES TO �xc 12 a. V 52T@1JAMB BRACKET'S / U) d LL ATrAGHED w/ (I) 1/4"-20 TRACK SPLICE DOOR BOLT < NUT or (2) RIVET`'. ATTACHE 1) BUCK ANCHORS: ATTACH TO MASONRY W PNEUMATICALLY FASTENED .Oqq" SHIM (AS REQUIRED) TRIM I JAMB TO BLOCK w/ 1/4'x2 9/4" DIAM. CASE HARDENED COIL NAILS, L5" LONG. SPACED 2" FROM THE ENDS 7WOC APC DI w/ /4" EMBEDM O w/ b" AND 4" AS STAGGERED. CONTINUOUS SEALANT CONTINUOUS SEALANT, FASTENERS S" AP�A�RT sl� oz. WITH BACKER ROD 2) WINDOW5 TO BE ANCHORS? THROUGH WOOD BUCK INTO MASONRY AS PER (A5 REQUIRED) WINDOW MANUFACTURERS SPEGIFIGATION5. -P.T. BUCK TO BE Ix5 MIN. WINDOW FRAME `O WALL (BEYOND) w GARAGE DOOR JAMB DETAIL m OWINDOW BUCK DETAIL 8 W001: FRAME WINDOW HEA17 O N.T.S. U) N O SCALE: 3/4" = I'-O" O Q Z N.T.S. W wou 25 MIN, WOOD WALL (SEE PLAN) ® AP f r Z W ------- ----------------- 2" DRYWALL ® N 0 BOND BEAM i 0.5 ------------------- PRECAST LINTEL it T F' L- _�I (2)- 2x WD. JAMB INSULATION '�M BLOCK WALL` I (SEE SPEC FIGATIONS) PLANS FOR SIZE a N AND NUMBER OF MEMBERS) FULLY GROUTED \ / /8" STUCCO OVER SELF ANCHORAGE PER PRODUCT !" REINFORCED BLO URRING PAPER BACK APPROVAL ATH LAYER HOUSE WRAP , M CELL EACH SIDE OF I e OPENING W/ 1 #5 \ R.O. VER Iq/52" EXT. PLYWOOD P.T. WD. BUCK VERTICAL Q\ /ATING a eYPsuMeoARD X all iTYP.)(U.N.O.) _ c. p 2x P.T. WD. BUCK ' AROUND PERIMETE X ONTINUOUS FLASHING SOLID MASONRY PROJECT#: OF OPENING. I / \ I ARouro oPENINb I I I SLOPE 5TUGC0 AWAY g / \ RNER BEAD FROM OPENINS WR WOOD DOOR, TRIM CAJJyg I LA,B EXTEN510N L" U ir EXTERIOR M vaOOD ONTINUOU5 SEALANT, WITH M 2 XAWHORED To MASONRY WITH BACKER ROD (AS REQUIRED) A RC PRO=T O JAMB .AND ' `W 2^ END Iz' APPROVAL O.G. AND b' FROM ENDS. 58'S 1) BUCK ANCHORS: ATTACH OrP MASONRY w/ I/4" TAPGONS W/ 2" EMBEDMENT Z6 12" O.G. W/ 6" FROM END5: SHIM (AS REQUIRED) NDOW FRAME SHIMS AS REOb Q or' 2) DOOR FRAME TO BE ANCHORED THROUGH WOOD BUCK INTO MASONRY AS ALL (BEYOND) r s PER MANUF. SPECS. -P.T. BUCK TO BE 2xb DOOR JAMB DETAIL J WOOD FRAME WINDOW JAMB O SCALE: I'-o° �Es DOOR BUCK DF.TA I L 5CALE: 5/41'-0" gr O " A 10 sg� N.T.S. all LI CIIFIIEED INSULATION OVER ALL E§ ENGINEERED TRUSSES AT 24" O.G.Cd 25" MIN. g --- LAP-- ----------------------------------- ------------$ RD BOND BEAM - __ _-------------- -- 1 -__ ___------710 5TYPICALL HTH SPECIFIED ""R" ; < ____----- _7-__ =------------------------- ___=====T-- FACTOR INSULATION ABOVE. �� g PRECAST LINTEL $ STUCCO FINISH —.SINGLE HUNG BLOCK WALLS: •• CONTINUOUS 25 6AU6E METAL revisions: SEALANT 1 ".�-?� �.�'; FILLED CELL AT Z TOP TRACK FULLY GROUTED IAMB (TYP) z aem: dmey: REINFORCED BLO 1/2" MARBLE SILL SET 2-1 CELL EACH SIDE OF i IN MORTAR �, I1 or- CELL W/ I #5 \ DOOR / GYPSUM BD. lu O it aos RMM VERTICAL R.O. -T% SMOOTH STUCCO SLOPE FINISH lu 30# FELT PAPER ° UNDER WINDOW BASE .,:: "' I" X 4" PT WD. BLOGKIN& US 5/4' P.T. VV. BUCK w TURNED UP AT INSIDE ALL (4) 51VE5 GONT. _ 25 bPJJ6E CHANNEL SHAPED STUD' AROUND PERIMETE X FLANGE a 24" O.G. WITH (I) FULL LENbTH LAYER designed by: A.S. OF OPENING. BLOCKING AS REO D. Q 1/2" GYPSUM WALLBOARD. drawn by: G.C. SEALANT I6" O.G. IN WET AREAS) checked by: N.E. 25 &AU6E CONTINUOUS METAL date: 3-25-03 / \ (2):2 X 6 TOP PLATE Q BOTTOM TRACK DOOR TRACK OBE F1NSF O ANc X 3 Pf (I X 4 FOR DHHpp�RRT CONCRETE FLOOR ANCHORED AS R SEALANT b BACKER G-ASS HARDENED NAILS WITH sheet: MF6. 5PEGIFICA N5. 1/2" GYP. BD. ROD AT 4" O.G. MAX. 2" FROM ENDS. NOTE: S-3 7/5" STUCCO OVER SELF FURRING (SEE DETAIL IU J PERPENDICULAR R o TRUSSES. PAPER BACK LATH OVER ONE Q PARELLEL WALLS SECTION SIMILAR LAYER FELT PAPER OVER Iq/52" ANCHOR WINDOW EXT. PLYWOOD SHEATHING PER PRODUCT 41 APPROVAL 7 1) BUCK ANCHORS: ATTACH TO MA50NRY w/ PNEUMATICALLY FASTENED .Oqq" R-11 INSULATION BRENNAN ENGINEERING, INC. THESE PLANS AND ALL PROPOSED WORK DIAM. CASE HARDENED COIL NAILS, 15' LONG. SPACED 2" FROM THE ENDS ARE SUBJECT TO ANY CORRECTIONS 1600 S. Dixie Hwy, Ste. 400 AND 4" O.G. STAGGERED, REQUIRED BY FIELD INSPECTORS THAT BOCA RA,1 FL 33432 MAY BE NECESSARY IN ORDER TO 561-392=374 E.B.# 7686 2) DOOR FRAME TO BE ANCHORED THROUGH WOOD BUCK INTO MASONRY AS COMPLY WITH ALL APPLICABLE CODES. PER MANUF. SPECS. -P.T. BUCK TO BE Ix3 MIN. O W I NDOW JAMB DETAIL O NON -BEARING WALL DETAIL O 5L.I D I NG GLA5� DOOR BUCK DETA I L O WOOD FRAME W I NDOW 51 LL SCALE: 3/4'= I'-o" 50ALE: 5/4"= 1'-0" N.T.S. 6 SCALE: 5/4" SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 4NICNII" SIDE PLATE GN M n EA. SIDE OF GIRER DPAVERS _ W oN� (2) j" DIAM. HOLES 7 FOR J" DIAM. THRU LL BOLTS GRADE 11=1 11=1 11= 1=1 11=1 11 " SEAT PLATE I I—yIII�=I I I: SIDE ELEVATION I/ 'IIIII I I T o STL. COLUMN _ NOTE: SEE FLOOR PLAN FOR ACTUAL WALL SIZE i m GLEAN, WELL COMPACTED STL. COL. HE,4D DTL. TERMITE -RESISTANT I_ TREATED FILL SCALE: 3"=1"-O" SEE FT6. SCHEDULE TE-3 FOOTING FOR 51ZE AND REINF. 8" 4" GONG. SLAB PAVERS TOP OF CURB N WALL: SEE BEARING PLATE AND ATTACHMENT: a o c — ?/8" DIA. HOLES FOR 5/8" WALL DETAIL SEE BEARING WALL DETAIL Z_ m VIA. EXPANSION BOLTS W/ 4" EMBEDMENT O-O _ CO 4 4' RECESS 4" GONG. PAD - - WALLBOARD w 'O ?L. : - .... �'� °. J R-II INSULATION W LO m m GRADE7< 1 ' ¢ , I I- I r-III=1' I- W lI—III—III °' DE a ,. z =III- ', I- 41, GONG. SLAB p r K 6RA ° . i — I II I I —I :� 4" GONG. SLABa•: SEE FT6. SCHEDULEGLEAN, WELL COMPACTED TERMITE-RF-515TANT FOR 51ZE AND REINF. GLEAN, WELL COMPACTED TREATED FILL 6 _ FOOTING/STEEL -III-I. ; •.. � TERMITE -RESISTANT � I- 1=1 ° •. �I TREATED FILL III=T-i SEE FT6. SCHEDULEPER SGEDULE O JII-III-11-• • ' • 4 FOR SIZE AND REINF. M CONCRETE PAn u! SEE FTC. AND REINF. 8 MONOLITHIC BLAB @ 6AR�AGE INTERIOR BEARING WNALL N FOR SIZE THIGIGENED BLAB ?�T PORCH O — O STL. COL. BASE DTL. O SGA-E: I I/2"= I'-O" SCALE: 3/4"= I'-O" SCALE: I/2" = I'-O" � N O OWZ SCALE : "= I'-O" N � ul . U) v ® (aZ W 2" 8 all e GONT. SIDE 4" 2 PLATE N c J (4) 5/8" DIA. 2^ (4) 5/b" DIA. o BOLTS THROUGH GIRDER EDGE OF WALL c�v 2 3" ° BOLTS THROUGH GIRDER y 1 ° ° ° n G GAR. DR. 2 #2 STUD GRADE N / ° 1/4" STL. PLATE SEAT m o 0 0 o I/4" STL. PLATE SEAT I X 3 TRIM _ SOUTHERN PINE W/ 40 ASTM A-56 WELDED n o o ASTM A-36 WELDED A55EMBLY ASSEMBLY ENTRY DOOR U5P HTT22 AT $ASE r \ : v' �° SET MTL. 4" GONG. SLAB 6" RECESS (2) 3/4" DIA. THRESHOLD IN NAILING SCHEDULE: T BOLTS THROUGH POST FULL BED OF COLUMN TO BE NAILED CAULK ON BOTH 51DES WITH: PROJECT#: WOOD POST PER PLAN WOOD POST PER PLAN NALKWAY/PATIO 4" GONG. SLAB I I/ ONE ROW OF STAGGERED ELEVATION ® ^ "� = -�< a -� Ibd COMMON WIRE NAILS FINISHED FLOOR III —III— \ I/ r $ ATTACHMENT PER PLAN ATTACHMENT PER PLAN I —I I I —III— B/.: •' ' :a °. <. ° ' a III —III — III— • U 5 P ANCHOR PER PLAN a =1 11—III—III • U.S.P. ANCHOR PER PLAN • � ° • � III1=I ATTACHMENT PER PLAN j ,. VAPOR BARRIER � =1 I 1 I II � s " ATTACHMENT PER PLAZA / a. (b MIL) -III THREE 2X4 B.U.G. DET,�ILINN a a GLEAN, WELL- COMPACTED ' ' _ A X GLEAN, WELL COMPACTED TERMITE -RESISTANT FI FTC. SEE 5GHEDULE SCALE: /2"■ I'-O" W =s a TERMITE -RESISTANT TREATED FILL FOR SIZE AND REINF. Q ha TREATED FILL SEE FTC. SCHEDULE r s FOR SIZE AND REINF. t; IAI IBAbt T?�I 4 r= DOOR DET?tIL i� &ARA6 FRONT WOOD ENTRY DOOR DE L O SCALE: 3/4 = I -O CONNECTION DETAILS O g SCALE: 3/4"= 1'-0" 19g �A O SCALE: N75 pz NOTE: SEE FLOOR PLAN FOR ACTUAL WALL SIZE NOTE: SEE FLOOR PLAN FOR ACTUAL WALL SIZE ir, 4" GONG. SLAB cl Y/ Ba I I/2" RECESS #2 STUD GRADE ® SLIDING SOUTHERN PINE W/s_ 6LA55 DR RESIDENCE GARAGE o USP HTT22 AT BASE _ _VO revisions: a PLATE AND ATTACHMENT: dew: dream by: RESIDENCE GARAGE WALL: SEE BEARING „ WALL DETAIL SEE BEARING WALL DETAIL - 2_�M 6�, 1 NAILING SCHEDULE: : 4 a \ a. D ONE ROW OF 5TA66ERED =_17 0- II IIINII I . ° WALLBOARD IOd COMMON WIRE NAILS wII 0 GLEAN, WELL COMPACTED METAL CHANNEL BASE R-II INSULATION o (D= 0.148", L TEAK, E LZE OMFA R-11 INSULATION TREATED FILL SEE PLANS AND SCHEDULES 4" GONG. SLAB 4 RECESS 4 CONC. SLAB 4 RECES 4" GONG. SLAB designed by: A.S. 2" S I" FOR FOOTING 51ZE AND TYPE 4" GONG. SLAB drawn by: G.C. SAVERS checked by: N.E. 11/2" REGEss I I II ,y III • I I I IIk�l- 4" GONG. SLAB 1I� TSCALE: 1 = 1'-0B" .U.G. DET,41L sheet: SLIDING III I — I I - ' NOTE: S_4 GLA55 DR FOOTING PER GLEAN, WELL COMPACTED III III I I1- 50HEDULE NAILING SCHEDULE AND DETAIL FOR (5)-2x4 BUILT-UP COLUMN FOOTING TE-2 TERMITE -RESISTANT Z 8. \ , ' SEE FTC. SCHEDULE TREATED FILL SHALL BE THE SAME AS INDICATED IN THE (3)-2x4 BUILT-UP COLUMN _ GLEAN, WELL COMPACTED �° °. FOR REINFORCING STEEL TERMITE -RESISTANT BRENNAN ENGINEERING, INC. "�II�II III a° ° TREATED FILL 1600 S. Dixie Hwy, Ste. 400 ILI I� I� W -I 11� I - BOCA R �, FL 33432 0 GLEAN, WELL COMPACTED a '` 561-39 3748 E.B.# 7686 ° . ARES SUBJECT TO ANY CORRECTIONS TERMITE-RESISTANT C7ARAGE RECESS TREATED FILL SEE PLANS AND SCHEDULES REQUIREDCE SAR INSPECTORS THAT FOR FOOTING 51ZE AND TYFE 6 47ARA6E RECESS O ® LCA:;7 BEARING WALL I MAYBEN ITHAL APPLICY IN ABLE CODES. CONCRETE PAn COMPLY WITH ALL APPLICABLE COOfis. O SCALE: 3/4"= 1'-0" SCALE: 3/4"= I'-O" O BL I D I NG SLABa DOOR 2r=7A I L DBL MESH ® PERIMETER. EXTEND 30" MIN. INTO 4" SLAB. P. EE. . N0. 5 1 3 5 1 N SCALE: 3/4"= I'-0" (TYP. ALL FOOTINGS ® PERIMETERS.) SCR. 3 11 1 x ENTRY SIDE 2x8 HEMFIR 02 (OR BETTER) STUDS 0 Ib"o.c. 5/8" CDX PLYWOOD SHEAT14MG STUDS ® I b"o.c. (ENTRY SIDE) 5/8" (TWO COATS) STUCCO FINISH ON PAPERBACKED MTL. LATH (BOTH SIDES) 5/8" COX PLYWOOD SHEATHING5 ALIGN N/ GONG. BLOCK BELOW (OUTSIDE) TP8X lu/ (4) 8d EE. 2x8 P.T. WOOD SILL PLATE IR'o EXR BOLT w/ 4" EMB. 6 b" FROM ENDS AND 0 24"o.c. W/ Bxexl/4 STL. WASHERS BOND BEMs ON CONIC. BLOCK WALL SEE PLANS AND SCHEDULE POR SIZE 5/6" (TWO COATS) STUCCO FINISH ON BOTH SIDES OF GONG. BLOCK AALL 2x8 57UD WNALL ON ;� MABONR) SE)4M @ SCALE, 3/4'= 1'-0" 4" GONG. SLAB (1) #5 CONT. :- SHOWER STALL b" RECE55 4" GONG. SLAB 9 PLYWOOD PANELS SHALL BE ANCHORED TO 5TUD5 W/ 8d NAILS 0 6" O.C. ® PANEL ED&E5 d INTERMEDIATE 5UPPORT5 ® 4" oz. CORNERS. NAIL5 SHALL BE NON -CORROSIVE, GALV. OR ALUM, OR CA51NO NAILS. ALL PLYWOOD JOINTS SHALL BE SOLIDLY BACKED N/ NAILING PIECES OR 5TUD5 NOT LE55 THAN 2" IN WIDTH. 19 /32 PLYWOOD SHEATHING ® EXTERIOR WALL, TYPICAL MINIMUM TRIPLE STUD SOLID CORNER ATTACHED TOGETHER N/ 16d NAILS ® 16" oz. MAX. SPACING 2 x STUDS ® 16" oz. TYPICAL (SEE PLAN FOR WIDTH)-7 U bd COMMON NAIL5 ® 6" O.G. TYPICAL, U.N.O. EXTERIOR FRAME CORNER IDETA I L EEO \ I CEILII GLEAN, WELL COMPACTED TERMITE -RESISTANT GYP. TREATED FILL W/ B/ TRIM 8 5HOWrR 57ALL RECESS SCALE. 3/4"= 1 -0" ENGINEERED WOOD TRUESE5 O MAX. 24' O.G. USF RTS H)RANGHOR W/4 bd AILA B/8" 5T0000 ON 6ALBACKED MTL. LATH OAPA 40/20,VT2j` E PLYWOOD SHPATING, 2X8 BLOGKIN6 2X4 BLOCKING, O b' O.G. FULL WIDTH OF ARCH W/ (2) Ibd NAIIS o EA. FACE THRU PLYWOOD. APA 40/20, 19ld2" EXT. GRADE PLYWOOD SHEATIN6, U5P RT24 9" FLAT STRAP NAILED TO BLOCKING, W/b IOd NAILS GONG. FILLED CELLS W/I 05 VERT. WOOD FRAMED ARCH BELOW BEAM SCALE: 5/4" = 1'-0" 5d COMMON NAILS oz. ® CORNERS SCALE: 1 1/2"= I'-0" � I I I I I I I I I I I I I I 1 OARG� N.TS. HOOPS OR STIRF SPACED FROM c FACE AS SGFEi I ST 5TIRUP 15 O OE sc 1 _ _ ROOF SHEATHING io NAILER : WALL SHEATHING: SD NAILS a 4" O.C. PROVIDE CON'T to BOTTOM of FLR TRJ55 NAILER to WALL 2 - 16D NAILS TO EA. STUD YV 5 - 1 KER :2 x 4 5.YP. MIN. ----------------------I LEDGER: W/ 9 2D TOE -NAILS to 2x oUnAOICER PER sEGnoN 2 - 2 x S S.P."2 2ND FLR STUDS 2ND TRU55 IN, W/ U. S. P. 'RT5" ` W/ 4 - 8D NAILS to LEDGER !O FLOOR TRUSS : "OUTLOOKER and GE. TMJ55 2" 10 24" 15T FLY to SOT. ANCHOR IST PLY to SOT. RIBBON W/ DROP TRUSS for OUTLOOKER 16D NAILS at 6" OL„ W/ 3-16D NAILS to EA. VERT. TRUSS WES ANCHOR 2ND PLY to IST PLY W/ 1aP Rieeau ROOF SHEATHING. PROVIDE 2 x 4 EPOCH 15E BLOCKING AT ALL HORIZONTAL PANEL 160 NAILS at b" O.G. STAGGERED � ad TO BL ® ' Note JOINTS (MIN 4' FROM FKX OF SABLE) ANCHOR GABLE END NAIL SPACING SEE B. C 4OW W/ I&D NAILS 411 O.C. VALET' TRUSSES I ZONE CHART STAGGERED (24" oz. U.O.N) I ANCHOR 2ND PLY to IST PLY I BLOCKING , 2 x 4 S.Y.P. e 2 W/ 16D NAILS at b" D.C. _______l BETW. 5Tw5 vV 9 - IOD STAGGERED 7.R r BBrN TOE -NAILS EA. END. TYP. :. :-- TRUSS t0 LEDGER : yy;K y'k f SEE PLAN ",ANCHOR SPEC P�BtDIR PARALLEL ROOF T"RI15o5L-SS i'�ci 5l ~i5 I� LADDER ' (24" oz. U.ON) PLYWOOD \ BY ERS 9 �' BRACE FRAME TRUSS LEDGER SHEATHING -\t 12 -SEE ROOF LAYOUT FOR DETAIL REFERENCE - 3/4" • 1'-0" CONNECTION BY 19/92' GDX P71� i n _ n I \ I SEE NAIL SCHEDULE (PAGE S 3) FOR ALL OTHER NAILING - TRuss co. (TYPJ \\\� I,/ I I BOTTOMCHORDOFPREFAB *'LATER&BRACE: Ix4SP."2 �, TRUSSES a 24" O.G., TYP. FASTEN TO TOP of EA TRUSS 507. iV (SHOU.N IN PLAN VIEW) CHORD W/ 3 - 10D NAILS TYP. BLOCKING : 2 x 4 P.T. BETW. TRUEi5E5 W/ 2 - I/4" x 2' E1,15. CANT 1WVS5 I•I I•I I•I I•I TAPGON5 TO MASONRY TYP. PER ELEVATIONS BOND BEAM TYP. MASONRY DBL. TOP PLATE TYP. P R A M E PT-3 DEVIL VALLEY SET - MASONRY S-b SCALE - N.TS. S 'I TYP. NAIL ALL SHEATHINS PER PASTENINS SCHEDULN (PASE S-I") - B m 246' I. O DIAGONAL BRACE : 2 x 4 5P."2 FASTEN TO TOP of EA TRI55 SOT. CHORD W/ 3 - 100 NAILS TYP. THREADED BEAM TO TRUSS LIr (PROVIDE AT 20' INTERVALS) ICI 2 x 6 HF. 0 2 THREADED BEAM, ANCHOR TO KING or 'A" GIRDER __ ---------------- i M66 BOT. CHORDS W/ U. S. P. WTI, (HIP ROOF ONLY) \` OUTLOOKER : 2 x PER ARCHI- - r STRAP, W/ 2 - 10D NAILS a TECTURALS W/ 3 - 12D TOE-NAI 5 s x ouTLoor.E* PER 5EcnoN I I•I I•I I•I I•I to 2ND TRU55 IN, W/ U. 5. P. EA SIDE OF BEAM (4 TOTAL). EXTEND SD NAILS to BEAM FROM HIP KING TO IST TRUSS "HCDP" W/ 4 - "OUTLOOKER and G.E. TRUSS 112:, I; WHERE "x" EXCEEDS "Y" LENCsTH • NA�ILSIa TRISS TO i E TO STUD CLIP W/ 5 10D PROP TRUSS For OUTLCOKER r� TYP. D I l�GG7Nf5tL BRAC I NG CONNECTIONS BOTH TOP t — TRUSSES ROOF SHEATHING. PROVIDE 2 x 4 EDe3€WISE BLOCKING AT ALL HORIZONTAL �—I BOTTOM FOR TRUSSES NON- -SEE ROOF LAYOUT FOR TYP. LOCATIONS - 3/4" • 1'-0" SUPPORTED s BFfs. WALL (NAIL TO BLOCKING PANEL .JOINTS (MIN $' FROM FACE OF &ABLE) w/ Sd NAILS ®4" o.o) USE 2 x 4 MATERIAL AT "COVERED PATIO" AREAS NIX, DESCRIBED ON PLAN, UN- A. TRUSS i0 TOP VALLEY TRUSSES PLATE : CANT ALT. WALL C GABLE END NAIL SPACING - T NAIL ESIDE OF T A RS. (24" oz. U.O.N) SEE ZONE CHART NOT REQUIRED W/ CLIP APP.) s� NOT ALIGIJED -- --_ -- -_ - STUD TO PLATES: W/ TRS. BELOW ---- -- ---------- : 2 x 4 HF. 0 2 STUDS 24" O.C... I I I BRG. WALL r 2 - 16D END -NAILED a TOPE ge 7-ram--- j I - I61) NAIL EA SIDE OF HOR PER F-- TR ANC. DW3. ROOF PITCH PER EL£V. 8"W x 5"H MIN, POURED STUD a BOTTOM E MAX,(NOT REQUIRED W/ CLIP APP) 12" -----� CONCRETE RAKE BEAM LADDER A W/ 1 0 5 0 BAR CON'T, TIE SOT. PLATE TO ROOF: TYPICAL BY OTHERS :'1: DOWEL STEEL TO ONE SIDE 2 x 4 S.P."2 PLATE W/ NAILS 6" LOWER ROOF ,• O.C. TO ROOF TRUSS W ROOF TRUSSES BRACE: ALT. (24' oz. U.O.NJ PER ASS Co' �\ TYP. DOWEL 2 x 4 S.P. 01 BLOCKING 24" OL: W/ 2 - 16D NAILS PLYWOOD U4 `\ , (qP (TRS. to BLLK/G), W/ 3 - I&D NAILS (SOT. E to BLKG) SHEATHING GONNEGTI CI 19/32' CDX PLYWOOD -.. "ENTR 1 " ROOF lNALL O\/ER-FRAME BY TRUSS GO. �"+4 (TYPICAL) . VER DROP BEAM (+/- 1 1/2") �� - THREADED BEAM or ALT. CLIP NOT REQUIRED 5/8" 6YlJ3. FOR GABLE -END APPLICATIONS - _' s ti '"�xi W/ NAILER PER DTL. IB TYP. OCCURS OVER "INTRY" ROOF AREA WHERE TRUSSES CANTILEVER OVER MASONRY WALL - t BOND BEAM TYP. F.. ( �. 17ET?i I L VALLEY SET - MASONRY C$S WALL �* STD. TRS HEEL PER TRS: CO. ROOF SHTG. to NAILER: 6D NAILS a 4" O.C. MASONRY BEAM PER PLAN, TIE RAKE BEAM to TRUSS to LEDGER' TIE -BEAM 5%.. W/ 30" x 30" CORNER BARS TYP. SEE ROOF PLAN FOR NAILER !o MASONRY: ANCHOR SPEC PER 2 x 4 P.T. W/ 2- 1/4" 0 x 2" I r TRUSS ANCHOR SCHEDULE 2 x (7 P.T. ANCHOR TO BEAM w/ i" � DOWEL STEEL PER PLAN EMB. TAPCONS PER TAPCONS w/ 11" EMBED. a III O.C. TIE TO RAKE BEAM 57L. BLOCK BETWEEN i \� TAPCONS, PLACED 2" FROM TOP MASONRY RAKE BEAM TR 2 X 4 BLKING. e IST 2 TRUSS CONC. BEAM. SPACES e EACH PLYWOOD R LEDGER: P.T. SEAM W/ 2-Ibd NAILS EE. RB-1 N4 .TS. " — — — — — — — — — — — — — — — — — — CAVITY CAP : SEE „B„ FOR LEDGER to MASONRY SAME SPEC 3/4' 0 x 4" EMB. WEDGE ANCHORS at I6" O.G. 44 i CENTERED ON LEDGER ADD (2) BOLTS • I I 6" APART CENTERED AT ANY GIRDERS • a n ' LEDGERAI I SHEATHING to NAILER I SD NAILS at 4" O.C. TYP. RAKE: SEE DETAIL "R5-1" I I NAILER 1: 2 x S P.T., ANC. to MASONRY w/ i" w/ 1.5" EMB. TAPCONS a lollOC EXT. WALL: MIN. 5/8" STUCCO FIN. OVER SNUB TRSlGDR, 8" x 16" C.M.J. W/ 0 5 0 BARS IN FILLED NAILER 2: 2 x 4 P.T., ANC. to CELLS PER COLUMN SCHEDULE MASONRY w/ .I45" X 3" "HILTI" to 9Y. ROOF to NAILER : TRUSS HANGER P.A.F. (PINS) AT 24" O.C. TYP. NAILER to MASONRY : �£' a' a „ _ U. S.F. "TF�28-2° PER 'A" ABOVE i ��: VAULT CLG or STEP CLG ' HANGER TO ?BUSS 6 - 160 x 11/2" NAILS, EA SIDE Z4'= TYP. (12 TOTAL) VOLUME C L G CAVITY CAP: y MIN 12BELOW BOT. ° of HANGER, FILL ALL 4.1 MASONRY: I/2 YWALL OVER R HANGER TO TNT. WALL DR MASONRY SOLIp ABv. PERF. FOIL INSULATION OVER 1 x 2 a P.T. FURRING STRIPS 9 24" O.G. -t • 4 - v4" x z" EMB. TOTAL) TAPCONS EACH (N/A at "GARAGE" LOCATIONS) FLANGE TYP. (e roTAL) PERFERATED e WET AREASHANGER B GABLE -END I (W/ TRUSS) a TRuss to MASONRY SIDE -WALL -SEE ROOF LAYOUT FOR DETAIL REFERENCE - I/2" • I'-0" VAULT CEILING APPLICATI'1 SEE NAIL 6CHEDU69 (PAGE 15-317 FOR ALL OTHER NAILING - Oc FRAME WALL to MASONRY (APPLIES TO ALL BEARING WALLS TYP) HILTI V5` x 1 I/2" EMB. PASP. or EQ a 24" O.C., W/ 6" FROM TOPBOTTOM OA NON "UPLIFT" 9O W/ 'UPLIFT BOT. OF DBL IR TO STUD : ROOF TRUSS TO DBL TOP E /STUD SILL PLATE TO STUD : SEE "TRUSS ANCHORAGE SCHEDULE" END -NAIL SOT. OF DBL. 12 i FOR ALL ANCHOR SPECS SILL TO STUD W/ 2 - 16D NAILS FLR TRUSS TO DBL. TOP 112 "USP! t PAF' W/ 4 - 10D V NAILS a END OR 2 - 16D NAILS THR TOP OF SOT. CHORD 2 x BRACE e 1 4'-b" OG. MAX. DBL. 2 x TOP DBL TOP E TO STUD PLATE "U.SP."'SPP'W/ 6 - IOD NAILS at EA. STUD TYP, W/ ADD T SILL PLATE TO SLAB: (3) MIN, or 24" O.C. at HEADER 0 x 1 1/2" EMB. i LOC., Wl (V "BI" STRAPS to .145" HILTI "DX" PAPS. CRIPPLE STUDS BELOW ANCHOR a 16" O.C, TYP. (MAX. V SPAN) TYP, W/ MIN. 6" FROM * EA SIDE OF SPLICES ,. f A •9. ._.::. SILL PLATE TO SLAB 1/2" 0 x 4" EMS. EXP. BOLTS 16" O.C. 2 x 5TU6.S96"O.C°" W/ 3"x3"xl/4" WASHERS IN 9/16" 0 WALL SIiF, PER.PLAN '. CENTERED HOLE. 5f?ACES7UD�:.' SPACE 12" FROM EA. CORNER OD at 121'•OG •TYP.' .. ` 0 6" FROM EA. SIDE OF SPLICES STUD TO SILL PLATE: SILL PLATE : 'USP"'SPT W/ 6 - 10D 2 x P.T. TYP. NAILS, EACH STUD TYP. INTERIOR BEARING IN?!LL - ALL LOAD BRG. WALL LUMBER TO BE MIN S.Y.P. "2 GRADE - NTS. - THIS SATISFIES ALL 514EARWALL CONDITIONS - (3)- 16d. (TYP.) TtB 2x4 T45 PLATE 2x4 a 24" O.C. (EDGE OF STUDS SHALL BE IN LINE WITH EDGE OF FLOOR TRUSSES OR BLOCKING INTERSECTING PERPENDICULAR WITH EDGE TRUSS/ GIRDER USP RT24T WITH (5)- 10d. E.E. SPACED 2" O.C. INTO WE NOTE: - ALL LUMBER SHALL BE S.Y.P. 02 (TYP.) - BLOCKING IN FLOOR TRUSS AS REQUIRED FOR STRAPPING CONNECTION qq 6UARI:RAIL DEVIL 1 1/2" = 1'-0' T`'P, S-E= BEAM PROVIDE (U 30" " 5 CORNER EAR TIE INTO EA. TOP COURSE SEAM STEEL "5 0 BAR(S) CONTINUOUS III T1 IN CONCRETE FILLED N.T.5 "LINTEL BLOCK" __-- ' ! I ... 10 5 0 BAR IN CONCRETE FILLED CELL CONTINUOUS _ t1''' PROM BEAM TO FOOTING - 3011 TYP. TIE -BEAM STEP DOWN .'....I....'.-......'.' :.'.'.'...........'.'..'.:.. - . t....tt ... ....... ..... .... ............... ALT. WNDW. ( OPNG. CSS. WALL "LINTEL BLOCK" TYP. STEEL LOCATION 0 5 0 BAR(S) CONTINUOUS IN CONCRETE FILLED "LINTEL BLOCK" PROVIDE (I) 30" "5 CORDER BAR (SEE BEAM SCHEDULE) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS TIE INTO EA. TOP COURSE BEAM STEEL REQUIRED BY FIELD INSPECTORS THAT (TURN STEEL UP OR DOWN INTO CELL) MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE OOOBR, - SEE SLAB PLAN "ALL STEPS IN TIE -SEAMS - 3/4" • I'-C" - LAP ALL 511EEL MIN 48 DIAMETERS - ul � N �' W J 4� tL o I m W C0 0 L O r r : to :n to WJJ W to to �_ 0 OX V c ) Z Co (L LL h h O M 10 N w JC4�Z W o"u Q Z W O � no O r d' M T 1 revisions: 1 date:I drewn by: designed by: A.S. drawn by: G.C. checked by: N.E. date: 3-25-03 sheet: S-6 BRENNAN ENGINEERING, INC.I 1600 S. Dixie Hwy, Ste. 400 BOCA RATI FL 33432 561-392-371@ E.B.# 7686 SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 I MASTER < BEDROOM Q'-O" GL6. HT. NOMINAL / J / FIF / / DEN M. BATH 1 q'-0" GL6. hI 'tY `� 7r OSD \ \ GREAT ROOM 9'-0" 01-6. HT. NOMINAL J / D I N I NG I NOTE: ROOM I LOCATE 5EGUPITY ■ d'-O" GL6. HT. NOMI,iAL KEYPAD ABOVE 5AITGHE5 1 FOYER q'-0" GLG. HT. J � 2 \ \ ■ ■ / ■ ■ / NTR`I� a, , GL6. H . �j KITCHEN--_ I - q'-O" GL6. II _---- — — — PANTRY \ 1 — — REF. IN /6FI I, 11 11 111 11 111 II I I / I / I / AHU / I I -GAR �\ I GARAGE II \ ■ 11'-0" GL6. HT. NOM. 11 \ \ ■ I + 6ARA&E RECE55 II \ II BEDROOM 2�� II q'-0" 01-6. HT. NOMINAL II I II I II � II � / _.--------- LC,I CAL FLAN 50ALE 1/4"= I NOTES: I. ALL BEDROOMS TO BE PROTECTED BY ARG INTERRUPTING GIRGUIT BREAKER. 2. ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SIMULTANEOUSLY W/ TEMPORAL SOUND. 5. ALL LIGHTING FIXTURES AND FANS TO BE SELECTED BY OWNER/ARCHITECT. 4. ARCHITECT TO SET MOUNTING HEIGHTS FOR ALL FIXTURES. ELECTRICAL RISEF, DIAGRAM 3THYNIN M 6 GROUND IN 2" C NDUIT 150 AMP METER 150 O,4 PANEL FF MAIN DISC. 120/240V 51N6LE PHASE SERVICE BY PPL #4 CU 61ROUND TO DRIVEN ROD, G.W.P. d FOUNDATION STEEL. — A.I.C. CALCULATIONS 1Ob62 5YMMETRIGAI- AMPERES 4/0 AL HMI HD 600 VOLT TRIPLEX GABLE 100 FT. DISTANCE - TRANSFORMER TO SERVICE 2 X 100 X IOA62 2,152,400 964 q,ITO X 240 2,200000 M I .508 505 X 10,662 = 5416 AMPS 11- � l.9E _.. . H .- �- ■ 11- F1=3 �11=3 C.1 C]M LJl n■■ 150 A4MF FANEL LOAD SCHEDULE LOAD WIRE TRIP PULE DESCRIPTION CIS CIS ➢ESCRIPTION POLE TRIP WIDE LOAD 10,000 6 60 2 AHU •1 1 3 2 4 12,000 6 50 2 RAN6B 5 T 6-1 8 DRYER 2 50 10 500 ,0 4500 10 25 2 E.W.H. 01 9 11 10 12 I,000 12 20 1 REFRI&ERATOR 15 14 BATH 6FI 1 20 12 1,500 1;200 12 20 1 DISHW 15 I6 WASHER 1 20 12 1,500 500 12 20 1 DI5P00AL IT 16 6ARA&E DR OPENER 1 15 14 woo I,SOO 12 20 1 SMALL APPLIANCE M 20 EXTERIOR 6F1 OUTLET I 15 14 TOO 1,500 12 20 1 SMALL APPLIANCE 21 22 MICROWAVE 1 20 12 1,000 ISOO 12 20 1 DININt9 OUTLET5 FAMILY ROOM 25 24 EXT LTS/ 6ARA&E 1 15 14 TOO TOO 14 15 1 25 26 KIT/BRKrr"ALL LI&HT5 1 15 14 TOO TOO 14 15 1 M•BEDRM 21 28 BATH LIGHTS 1 15 141i TOO TOO 14 15 1 MBEDRM 2q 50 BEDROOM 2 1 15 14 TOO A/C Gc;'NDENSER #I 51 52 BEDROOM 5 1 15 14 TOO S3 54 T,460 6 50 2 55 56 EL 5T 38 511 40 SPRINKLER PUMP 2 20 12 2,600 41 42 M M M M 25,800 - 5MOKE DETECTORS TO BE WIRED ON LINE 51PE of BATH or KITCHEN LTG. GIRGUIT SUBTOTAL = 42000 FIRST 10 KW @ 1007 = 10,000 BALANCE @ 40% = 16,040 A/C LOAD @ 100% OR HEAT 2 65% = 7,1160 TOTAL LOAD = 31,000 / 240V = 129.2 AMPS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO NY CORRECTIONS REQUIRED BYFIELD INSPECTORB THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 'A V' 4 2 00 04 m LL fM W =�J CLLLL 7 a C7 m C m O O � C O >. Irn x W N co o0 o ' LL99 Z W 'o 'o W� UV)0 a Go W V �ZW HZv W JOJ in 2F O go 0-i PROJECT* PBX-0501 revisions: date: drawn by: 1-2 G.VF. 9 I AR,B. designed by: CENTEX drawn by: JAM checked by: A.G. date: 6-16! 3 sheet: E-1 13 of: 13 BRENNAN ENGINEERING, INC. 1600 S. Dixie Hwy, Ste. 400 BOCA RATON, FL 33432 561-392-37¢8 E.B.# 768E -I �Nll ) SCOTT R. BRENNAN P. E. NO. 5 1 3 1 1 M A:_:-1-E R BEDS_?_00__M 10 X 10 136 r I �4" J 6X6 21 w,I G.- V,T.R. 12 X 12 I'. 315 711 ;12" 2-14X14❑� R/A h4 6X6" v- 0 MGM=. E�t;iH l DINING -- ---- ROOM J 10 X 10 174 12° KITCf.11_J,!. 16 X 16 {I R/A V.T.R. - R / A THRU LOUVERED 12° DOOR 4" 6 X 6 �� 23 1-CAR - GARAGE 14X14 8" R/A 10 X 10 181 6X6 I 12111 L FD4 ley t , a° 8 10X10 183 1 211 14 X 14 R/A El EQUIPMENT SHCEDULE A/C -I MFG LENNOX C.U. 13H P D-030-230 A.H.U. CB26UH-30-R HEAT 5 K.W. S.E.E.R. 13.0 TOTAL CAP. 33,000 ELECTRIC 208 / 230 / 1 PH BRKR C.U. 30 A.H.U. 30 REF LINES 3/4" & 3/8" H.S.P.F. 7.7 CENTEX HOMES MOORNINGSIDE MODEL - 1348 LEFT NORTH PREFERRED AIR CONDITIONING & MECHANICAL, Inc. 1643 DONNA FAD. W.P.B., FL. 679 SW SEA HOLLY TERRACE P.S.L., FL. SCALE: %4" = 1' - 0" DATE: 02-21-08 (561) 689 - 1093 CAC032382 (772) 878 - 7577 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. i I Alk