The URL can be used to link to this page

Home My WebLink About7061 Silverado Ranch Blvd99 91828-4EBB-CAL191 ALL wC)R'K SHALL CU �pNG ODE,R�AILING CODES FLORIDA 8U NATIOHE CITY OFF PHYRHILLS AND ORDINANCES e**00 H 0 M E�S� 19 12602 TELECOM C)F UVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 *STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FHC RESIDENTIAL 8TH EDITION (2017) -FLORIDA FIRE PREVENTION CODE BTH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION •ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTLAJ. CROUP R3 •CONSTRUCTION TYPE - VB • YIN. INTERIOR FM - CLASS B •BASIC WIND SPEED - vIIIl=150 ILPx • EXPOSURE - B d=118 YPH *I -STORY RESIDENCE - •2-STORY RESIDENCE - YAX. HEIGHT AS PER LtICAL AND STATE CODES ASV. AC AD]. ALT. AMP. BD. CL CAB. CLG. CLR cONc. CPT. C.T. D. DB. D.G. DIA. DIM. DP.P DR D.S. OIL. D.W. EA. ELEV. FOUL EXH. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DUAL GLAZED DUALG DIAMETER DIMENSION DEEEPS� DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EQUAL MFR. MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD MTD. MOUNTED MTL. METAL N.T.S. NOT TO SCALE O.C. ONCENTER PL PROPERTY LINE P.B. PUSHBUTTON PH. PHONE FLY PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS RA.G. RETURN AIR GRILL REF. REFRIGERATOR RM. RM RO, ROO HOPENING S.C. SOLID CORE EXTDR S.D. SMOKE DETECTOR SA. SINGLE HUNG SHT. SHEET SHTHG. SHEATHING SHWR SHOWER Sim. SIMILAR Si SLIDING DATE DESCRIPTION ovt6/IB CD*MNW ARCHITECTURAL SHEET # DESCRIPTION OM/6 20fl MC UPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D—ELEVATIONS PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVALS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS MWIS CD'8RE-Ul w ON MOM ELEVATIONS ADDED 6�6 CDs RE 04AW FOOTM REYOM PER M BOgEB 06414 CDV RE -UM 01/MLh ADDED CImDI.E66 FOOTER AT OARAGE DETAIL (FORT hIYERb) 02MAS FLANMAIITDWC4! � STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA � SQ.FT. CAWS LIVWj INS 60. FT. •S 4M Ga. FT. AR No. 93723 A.B. DESIGN GROUP, INC. ENTRT * so. FT. LANAI W 8a FT. TOTAL 2362 Sa FT. BXT. F.GJFX. P.G. FIN. FLR EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR SE GL. SLIDING GLASS STD. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPERED GLASS 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 P DR F U GA. GA. DISP. G.F.I. �NH�R FOOTING GAUGE GARBAGE DISPOSAL GROUND FAULT T.O.C. OP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OFSLAB TYP. TYPICAL, U.N.O. UNLESS NOTED .. Fax: (407) 774-4078 GL. GYP. BD. CIRCUIT INTERRUPTER GLASS GYPSUM BOARD OTHERWISE Y.P. VAPoRPROOF W. WASHER STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS S2-LIFT BEAM PLAN AND NOTES PG SPG S3-FRAMING -FRDETAILS AMING PLAN H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD HDR HEADER WOW. WINDOW HOT. OR HT HEIGHT W/H WATER HETER INSUL. INSULATION W.I. WROUGH7IRON TNT. INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET DRAWING / CONTRACT DOCUMENT REVIEW Y BUILDER THE THE BUILDER ASSUMES AIL. LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR PG SMA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS EXPLANATION IN ORDER TO BURR THIS PROJECT PG SN1-DETAILS BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-77"078 FAX 407-7744078 www.abdesigngroup.com AA A 0003325 8 c Ti JR SW:THDIV. de LOT SILVERADO LOT 63 BLK 6 PROJECT 04 28.00 -63061 MODELA 4EBB "1828-CALI" GARAGE SKIING: RIGHT PAGE: COVER SHEET %150 Itr V DATF-itr. 03/11/19 SCALE: 1/4"=1'-O" SKEET C1 GENERAL NOTES WMWORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 6th EDITION, (201 T).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR BTH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONa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`/:INCH GYPSUM BOARD OR EQUIVALENT, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/.' PVC (SCHEDULE 40), INSULATED WITH ''/:' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-CI063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 10/25/18 (RM) 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA K: 0003326 s a SLTHDIV. & X10 SILVERADO LOT 63 BLK 6 PliOJECT* 04128.002-63061 MODEU 4EBB "1828-CALI" GARAGE svnNG: RIGHT PAGE: GENERAL NOTES 0 MPH EXTP DAll'E: 03/11/19 SCALE: 1/4"=1'-O" SHE= GN L MG IANAI ROOM 6068 SGD. 0 0 u'S ROOMDMG CLEL B . Al 4'-4' .. 6'-6' Y I-10,,,,A V. U ---� �---•_;, .;e OWNER'S a BATH I b36 V.I wic. ,vim `�° Q W-W CIA ao =__ __ a 0 IV i �Tii � • I '� 36'xbm'� 2'-8'Issb36 -__ A KrrM i. 7. Al i-r CLO LAUNDRY I - - IR-IBH e N-W CLd i I Qr l iv B e0 .PAAI. RANSW b36 AI ,� 6'-8' `____"-" 2'_4. 61_0, m n ARCH raaIel_ BEDII'R-9O'OM#4/ Iv. -6' '-44,bC -m g( AI B�OOOMM#3�e I 3'-4' v W-0. 0 O Je v r 22'x64' -I 9 I ATTIC I ' L ACCESS J BOLLARD ® AS LOG' PER BLDG. 0 V B II 9 CODE dIU AI " n s — GGWGE 2'.4' * V. FOYER BEUROOOMM#2 M-!p CL& INP 366,X 0' J TRANS. v V SQ.FT. CALC. S LIVING 1828 SR FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 88 86L FT. TOTAL 2362 60. FT. OGIB'01®Q ND GLOM MID LOM BMOMIDEWC811EFORBIE"m r o11616 @BBIm emm I MBY4IMIDPA RSNR{8 NDTPE FWAC9 MIN. WINDOW 10 24/-33 CRITERIA EXTERIOR SWING IS 24/-31 DR. MIN. CRITERIA SAD. MIN. 41 23/-29 CRITERIA 16010 OND. 112 51 20A/-22.T BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. ONMDAISOLWO Cl� r DBL. TOP PLATE 0 m ,BAR DETAIL SCALE= I/2'•I'-0' ARCH DTL. B SCALE: 1/2 • 1'-0' FLOOR PLAN SCALE: 1/4' • P-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigngroupoom AA 4: 0003325 La L 4. >susDm de LOT: SILVERADO LOT 63 BLK 6 PROJECT* 04128.002-63061 MODEL' 4EBB "1828—CALF GA %AGE BVnNG: RIGHT PAGE: FLOOR PLAN 150 MPH EXR SHINGLE HOOF FYPON BKTIIXIl OR EQUIVALENT I61X62' FYPON DECORATIVE SHUTTERS OR EQUIVALENT 4' RAISED BAND (TYP.) FRONT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH OFF RIDGE VENT FYP+ON LV12X24 OR EQUIVALENT OFF RIDGE VENT S'-S' BRCR. W.T. IF El"a ti i�b B'_a. 0'-0' FIN. RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH Ii OFF RIDGE VENT OFF RIDGE VENT AREA OF ATTC 2364 SO, FT. NET FREE VENTILATION AREA REQUIRED a 1/300 REQUIRED VENTILATION AREA 2364 ADD VENTILATION AREA SO, INCHES PER FT.(144) • =M.72 MIN. PIN. REQUIRED VENTILATION • .5X 113172 IN UPPER PORTION OF ATTIC 567.36 SQ, IN. OFF RIDGEVENTLIATION AREA s 115 SO, IN. FERVENT 567.36 /115 TOTALNOFVENTSREQUIflE0 • 4.93357 TOTALNOFVENTSPROVIDED 5 'AREA OF ATnC IS THE PERINITER OF THE HOUSE LESS THE OVERHANG EXTERIOR OF WAULTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) OFF RIDGE VENT VEWA11 Fill REAR ELEVATION SCALE: 1/4 . I'•0' TEXTURED FINISH / 2, \ I A S'-B' BRG. HGT. v iV FIN. FLIP. LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH DECO. DTL. A scALE:I/2.1'_0I/2-.I'-0• B'-B' BRG. HST. FIN. FLF2. N. GR D 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 A it IP 8 8I 2 Q I ! Q Is MO St7HDiv. Ala LOT SILVERADO LOT 63 BLK 6 P1iOJECT# 04128.002-63061 MODEIr 4EBB "1828—CALI" GARAGE BVMG: RIGHT PACE: ELEVATION I'D" 150 MPH m 190"PINT ELECTRICAL LEGEND SYM. DESCRIPTION A TANDARD SWITCH ' -WAY SUUTCH - -WAY SWITCH "-VR SWITCH HB DUTTON ISCONNECT AT RECEPTACLE (COY/20-AMP LE) EX RECEPTACLE +6T-E.;liR/TAMPER EX RECEPTACLE (EQUIPPED JD FAULT RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTEPoOR WATERPROOF/GFI CEPTACLE (GROUND FAULT RUPTER) EX RECEPTACLE RECEPTACLE (FLOOR r�ul= TACLE (4 WIRE ) L MOUNTED LIGHT !LING MOUNTED LIGHT ENT LIGHT LOOD LIGHTL SCONCE PRE -PURE T FAN WITH LIGHT (I CRM PER SO. FT.) 8Y8 DULD LIGHT FIXTURE a" D LIGHT FIXTIN� &9S•CS LD LIGHT FIXTURE 'TRACK LIGHTING LIGHT UTH PULL CRAMR Lx-'--ITT) CABINET LIGHT LUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE 'x4' FLUORESCENT LOW (RECESSED) • x O)RECESS L04T •POCESS LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-DOX OPT. FAN PANEL (FIELD VERIFY rEILW. L MOUNTED) ING MOUNTED) NTED FAN CRM PER SO. FTJ ♦ JACK Q DETECTOR (CEILING MOUNTED) ® , IMES �TV TED OUTLET FOR GARAGE JACK -E PORT NOTES, • LOCATION OF TV JACKS N PHONE OUTLETS 4 FANS TOME VERIFIED • NOMEOUdNER PRE -CONSTRUCTION MEETING. • ALL 15 N 20 AMP BRANCH CIRCUITS TO DE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DIGHU48NER DISCONNECT TO DE LOCKOUT IN PANEL • 15ATWRDCM EXHAUST PAN TO HAVE MIN. CAPACITY Or SO CRM INTERMITTENT PER TABLE MISOTA OF FbCR 6TH EDITION C20fl). • LAUNDRY ROOM RECEFTACLE SMALL DE GROUND FAULT CIRCUIT•INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRMG METHOD SHALL DE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(DX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER MID TS•, OR LIGI4TNNG MUST BE ENERGY EFFICIENT TYPE PER F16L. ENERGY CONSERVdTION (RESIDENTIdL ENERGY EFFICIENCY) 2011. &th EDITION RA04.1 CEILING 7— LANA ( l MTO. LIGHT TO BE ,'r�RE-wIREe LIVING ROOM INSTALLED, CLG FAN =0 OWNERS PROVIDE G' ") F9RE_WIRED` \ suITE J-BOX FOR \\ wCLG FANI OPT. FAN / t& DINING � PRE -WIRED CLG PAN ROOM I m 1 1 I I \ SI — — SWITCH N CABINOAFN7R DW / GFI — GFI / I IBAT I TaTCHEN ,, SINK VIP \ RANGE \ I IF --- �--- ---- SDRM. _ 4/ DEN \\ \� �•` •� HOOD WIRE W/ OUTLET FOR FUTURE MICRO I _ b' ADRM.I13 -- i F — CLG PAN L PRE -WIRED \ I I R Al_ /\� CLG FAN 71 S lJ 1 PB.FOR - GFI 4 ARACIE\ 1 1 G DOOR ----- 4 \ 14a _ \ L J / \\ �— — — BOLLARD AS �[ — � \ LM WALL MOUNTED PER BLDG. \\\ ( C LICsHT W/SWITCH M CODE ATTIC _a BATH # ® I Is/CO 1 \ 3 / GFI ?-t CLG. KEYLESS OUTLET FIXTURE MMEE BDRM•#2 / ly § FIELDR LOC. i \ \ IRRIGATION a yam GARAGE 48TAFF•GFLET I ' PRE -WIRED CLG FAN \--------------------- --- —6 LIGHT ELECTRICAL PLAN SCALE: 1/4' . I'-0' ®oo�c•�mo ®am�m© INIPa o��Q©� ®Om 010 NIIP' ®oo.�mo ®oo�.c�mm mm�0o® ®ammm m �om�mm ®oP0�010 1010 P©POHT'�P�o® INUSII ��Tm II�IIIIIII�IIIIIIURI� IR4IR IDeeII�U�,�i.>toIIIIIIIUIi ©�� III�I�IIIIU�L�I�e© oELM loe�� o�E-��est•ele>_ monm NNF� milluMmil 0 _ �nOST„7 �t PROVIDE 3MM CU, THEW • 1% CU IN 2' CONDUIT OR 3 " AL. THM • I% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT o OYEIWANW 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION BERNCE DISCONNECT 8WTCH AND BO AMP 00440 VOLT GENERAL NOTES. M ELECTRIC METER IN F44AGE A ELECTRICAL MATERIALS AND INSTALLATIONS SWLLL HEMA 3R ENCLOSURE MLO COFNLY WTN ELECTRICAL PROVISIONS OF THE POORjtW PANEL EDITION [201T) LOCAL OWES. AND ALL LOCAL FOAM COMPANY REQUIREMENTS. BOARF D. ALL CONDUCTORS SHALL ME TYPE TNFNAWiN UNLESS I MGM NOTED OTHERWISE. TEL "A'N"M eERVIGE CIE TELENeION PAW'M@lT ANA'IBNTI POWER COMPANY R-ITERST'S1E1'I BQl®M6 TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 50 AMP, OO440 VOLT, I PHASE SECONDARY I V CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) IN CONCRETE ENCASED FOOTER STEEL PER 1-VY' DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE �6114 2A8 AL(AL) IN (AIN 2" DIA SC 41OLLE 00 PVC EDITION [MINI. CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. CORD ONNATE WITH THE ELECTRIC r...IAX • PT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO DID. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA A: 0003325 O G � � 4 4 otMI)XV. de LOT: SILVERADO LOT 63 BLK 6 PROJECTAI 04128.00 -63061 MODELU 4EBB "1828-CALI" GARAGE SWINO: RIGHT PAGE: ELECTRICAL PLAN 150 MPH E DATE: 03/11/19 8CAL>6: 1/4"=1'-0" >smu P E1 I I I I I I ------------- °� ---- 10'•9' 14'-8'0110 11 14'-3' i- I 1 H � I I I 1 in v I I I I i 11 �I�I I 0 ---- -y in 0 I II n I II I I II I I II II 2' VTR. II -- K61W uy 3'-2' 1Iq' AUTO VENT 2' I �,{ 1/R' % 1 1/2 i>1 r O I/2' j •l� 1/2' 2 1 Ur- r' I IR r-----� {( �- I 1 AV ° EEC)]]TUB �21 LAV �,1/2.1 LAV1 3 I I I 3' 3 1 1/2" i SF 2• P WASHER 2' 4 CO � MATOM I PLUMBING RISER DIAGRAM I I PLUMBING PLAN SCALE. V4 ° 1'-m' 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abd•signgroup.com AA B: 000332b N o a 4 g aj 8tMDIV. Ae LOT: SILVERADO LOT 63 BLK 6 PROJECT* 041 8.002-63061 MODE 4EBB "1828-CALI" GARAGE 81FMC: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP, BA DATE, 03/11/19 SCALE: 1/4"=1'-0" I�HEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603, 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO I = 6414 EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (20M) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC GEILMGn, PLENUM AIR SUPPLY AIR EVAP. TRAY SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRWK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OW 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® T14ERM06TAT m PASS-THRU AIR GRILL NOTE= ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/161X2' TAPCONS WIT SIMPSCN WO ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO WIT W/ l2) R3X1 I/4' SHT. MTL. SCREWS SUCTION AND LIQUID REFRIGERANT LINES 1' EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE b PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER VMECHANICAL POOR 6TH EDITION (2011) ELM CODE SECTION 3012.4 HVAC DRAINS FIN. FLOOR OR WALL —�— FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM S6000 INSIDEH SERIES NICKEL BRA" TOP CAULK P.V.0 OPTI/SPEC TFL00R SLAB CLEAN —OUT (TYP CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COWTERSUw CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'xa' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS BEMIRED DEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPS. ELEVATION. MECHANICAL PLAN SCALE. 1/4 - 1'-0' i 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ro Y a c a s�s$ss !;-40 FSVHDm Z LOT SILVERADO LOT 63 BLK 6 PROJECT 04128.001-63061 MODELa 4EBB "1828—CALI" GARAGE 81TWO: RIGHT PAGE: MECHANICAL PLAN k150 MPH EXP. BJ DATE: 03/11/19 FSCALE: 1/4"=1'-0" SiiEET M1 2X4 TOP PLATE PRE -FAD TRUSS IA' Q-G. BOARD IR' DwrwALL Tv)r 2X4 WOOD STUDS 024' or_ SLAB FIN. FLR — wu n, ITIONS SUPPORTING HUNG PLUMBING RES AND WALL JETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 1 TYP. INT. WALL (NON— BRG. ) D1 SCALE: 3/4'.I'-m' FIDERGLASS SHINGLES OVER t30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWDJ.1 ON I}• OAJ5. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER TTO�OHP ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.L 5/8' GYPSUM B& OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- W7 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE:314'■1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS .ro ttv. LIB : ► rtic ee:.xs raw ors LN au uwao eAr 26 GAS LINE THRU BLOCK ef.ILt. N'•I'J` I/!' TMICK. 2 COAT - PORTLA/0 CeFEM PLAWrWt AITLt10 0"mo TLY TO PWAOMY 2" P.T. LLD ATTACWW TO FLL CW. As I'ot APPPCYA,L FW& taAI.ANr nov t saaale a GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSER OVER 030 FELT PAPER OR PER STRUCTURAL DETAILS FIDER'sLA88 SHINGLES SYNTHETIC PRODUCT, OVER'30 FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES OR SYNTHETIC RW5.1.1 ON 1, Ohs. OVER FELT PAPER OR PRODUCT, INSTALLED SHEATHING OR;' COX SYNTHEETITI C PRODUCT, PER SECTION RWb.Ij PLYWOOD SECURED PER INSTALLED PER SECTION ON J' OJ38. SHEATHING FASTENER SCHEDULE RW5.1.1 ON J' O.SJS. OR �' CDX PLYWOOD STIFFDIG AM AT ALL UPRHTS SHEATHING OR J' CDX SECURED PER PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER 8C4JEDULE m' ® FASTENER SCHEDULE TYP. PRE-ENG WD. TRUSS TYP. —REFERENCE MTL. DRIP EDGE O.H. ON MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED PER F'I�-� VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE PRE-ENG GABLE TR:J88 SESELENE ATION RCODE FORMS FOR PRE-ENG. GABLE TRUSS WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER ELEVATIONS GYPSUM BOARD OR I/!' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD 2x P.T. SECURED PER VENTED SOFFIT STRUCTURAL DETAILS i � STRUCTURAL DETAILS r REFERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS • 24' O.C. I/L' THICK, 2 COAT PORTLAND 8 cMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY 1/2' THICK, 2 COAT-L PORTLAND CEMENT UIOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY �0'-0' FIN. FLR W-0' FIN. FLRiI < d ° 4 a.' e'CMU 4 4. W/ WINDOW OPENING B�WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 4:14 TO LESS THAN 4:14, A 4 1— STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'.I'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 i W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.G. 1/2' GYP. WL. 00. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Cy7J 0'-0' FIN. FLR 4, TYP. WALL SECTION B NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdosigngroup.com AA X: 0003325 a �sas III SURD Ae LAY SILVERADO LOT 63 BLK 6 PROJECT# 04128.002-63061 MCDELe 4EBB "1828-CALL" GARAGE t9WU40: RIGHT PAGE: DETAILS 0 MPH EXP. RJ DATE: 03/11/19 scAL•E: 1/4"=1'—O" 9HZZT D1 IT MIN. TO FI--■:�{ J--r"—[cl CURE ON FLMIL FLAT TO MILK W/ CUT NAW.S, SIDED, 2X6 GARAGE DOOR BUCK W/ rs) ® )1'XS' A -DOLTS 4' EMCEDFm•1T MPL W/ 2W')4 WASHER AND NWT SPACED EVENLY FROM FLOOR TO GAR/IaE DOOR HER IN JONTS PRIOR TO FILLN& 1.2X0 PT CLOCK • CENTER OP R DOOR HEADER WKIJA W* J-SALTS W EMBEIN LENT W/270*W WASHER AND NUT. ®IMOTEe, � m 0E N ACCORDANCE TO MANUFACTURER'S NSTALLATION HSTRUCTIONS WHERE GARAGE DOOR BUCK ATTACHMENT 8' CPIU )Y DRYWALL I'X4' OR VX2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 144- INTO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN W OF EACH END 4 IW OC. MAX SPACING 1` DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +8/4 AINDDW TO B1DCK +3 4 OR +8 4 A SCALE, N.T . 2X4,m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE AS MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' OC. MAX SPACING. 2X6,m SECURE TO BLQfK W/1-%' TAPCONS(MIN. Go" SIZE J45 MIR HEAD SIZOAO MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 8• 18' O.C. MAX SPACING. K. 2X8, � ❑ I'X SECURE TO BLOCK W/2-I)(r' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) WITHIN 8' OF EACH END 4 M CMU DRYWALL 4' OR I'X2' P.T. NAILER OOR CABIN* OOR JAMB OR WINDOW TO 2X PER MANUFACTURES DETAILS. 18 OC. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1/2' BIACK kE 1 KT.8 " SCALE, N.Tb. +1-19. 9TO 2X4a SECURE TO BLOCK W/ TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE O BLOCK W/l-2)(r' NON-STRUCTURAL i(S' TAPCONS(MIN. TMIN. SHANK SIZE J45 EMMBEDBEDN MENT INTO BLOCK MIN. HEAD SIZE 300 CMu MIN. EMBEDMENT I Y4) ' DRYWALL WITHM W OF EACH END 4 10' OC. MAX SPACING. X4' OR VX2' P.T. NAILER 2XB:m ❑ SECURE TO BLOCK W/2-vol 7(.• ObJS. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CABMG MIN, HEAD SIZE 300 DDOR JAMB OR WINDOW MIN. EMBEDMENt I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OC. MAX SPACING. NOTE, SHIM AS NEEDED. TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BIACK +1-15 1p" in1 WINDON TO BLACK +1-18/ 8 " SCALE, N.T.S. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' OC. MAX SPACING. MOT BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL V6' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 a, Cal WITHIN 8' OF EACH END 4 K DRYWALL IB' OC. MAX SPACING. 1'X4' OR PX2' P.T. NAILER 2X842� 8EA�8O BLOCK Wd-�1(4' OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WIT14N a' OF EACH END 4 MANUFACTURES DETAILS. B' OC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +2 �� WINDOW D TO BLACK +2 ly ALE, N.T . 2X4m SECURE TO BLOCK W/ 2I(s' TAF'CONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SETAPCONaO BLOCK W/2- NON-STRUCTURAL �)(r' TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO CLOCK MIN. HEAD SIZE 3" CMU MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 'X4' OR I'X2' P.T. NAILER 18' O.C. MAX SPACING. ❑ 2Xesm SECURE TO BLOCK W/2-74' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER IS, OC. MAX SPACING. MANUFACTURES DETAILS. rgl44� to MCNIF i DOOR JAI® TO BLACK +3" _WINDOW TO BLOCK +3" Ek,VSCAL0, N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%, NON-STIRUCTURAL 9(4' TAPCONS(MR SWANK SIZE TAF'CON MN. I-Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CMJ WITHIN 8' OF EACH END 4 Yr DRYWALL 18' OC. MAX SPACING. 2XB.I VX4. OR I'X2' P.T. NAILER SECURE TO BLOCK W/J-%' 2ND 2X SECURE TO TAPCONG(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/l2>I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8. OC. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' OC. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" N F SCALE, NT . 2X4m SECURE TO BLOCK W/Y4' TAPCONS(MR SHANK SIZE 145 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' OC. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL W&' SECURE TO BLOCK WA-114' TAPCON MIN. 144- TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT 149 ' DRYWALL WITHIN 8' OF EACH END 4 16' OC. MAX SPACING. 'X4' OR 1')2' P.T. NAILER 2X,'Sm SECURE TO BLOCK W/1-I/4' 7(.• O.SJS. X 4' MIN. TAPO" (MIN. SHAWL SIZE JQ4 DOOR CAGING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3-7/18" NBN LACKGGCAO 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' OF EACH END 4 NOTE, STRJCTURAL 2X 1' O8 18' OC. MAX SPACNG. MUST DE ON OUTSIDE 4 2X6m WS SECURED THROH SECURE TO BLOCK WA-I/4' NON-STRUCTURAL Il(r' TAPCONG TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 8' CMU WITHIN 8' CF EACH END 4 DRYWALL 18' OC. MAX SPACNG. El)s' I'X4' OR VX2' P.T. NAILER 2XD� SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIN. TAF'GONS CASING (MIN. BNANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' OC. MAX SPACNG. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H B TO C + 3/4 ' V_VSCALE, N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA M: 0003325 A Q MM aUDDlV. ac IJoT SILVERADO LOT 63 BLK 6 PROJECT* 04128.002-63061 MODMIJ 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS v,150 MPH EXP. PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2027 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL7006.4 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE:O1/14/2019 144i Ni RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA M: 0003325 0 M Y � a 8 � 8 F iA 10 Z ■ OWE as I'M SILVERADO LOT 63 BLK 6 IMOJWT 04128.00 —63061 zwlo Ju.: 4EBB "1828—CALI" GARAGM JlTIINO: RIGHT PAOM PRODUCT APPROVAL LISTING 150 MPH EXP. STATE OF FLOWA n PREFORMED CONTROL JOINT'S FLANGE OF CONTROL JOINS Td BE WIRED TIED TO LATH • $' OD. MAX (VERT.). NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IFSTUD EXISTS OEYOND EXCEPT STAPLES W/ SGECLNWAE C40 UTPI LIMO TEMI- . DURING INSTALLATION ---\ FASTENERS TO BE SPACED • 9' Or- MAX VERTICALLY J' THICK ! COAT CEMENT PLASTER URB LAYER 4, FORTIFIOER BUILDING PAPER APPROVED METAL LATH FASTENED •I' (VERT.) O.C. MAX AT SUPPORTS URS LAYER q, STUCCO UIUP WOOD SHEATHING \ aUiur'nM LATH SHALL NOT 1511 COMAUQJO r lowmK r• TO v THROUGH OCUTROL \ ne JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM CIOa! PROVIDE 2X4 BLOCKING TJVJA PLACED FLAW MAXI a' \ CONJOINT JOINT OMA EN T � LFASTENERS CINNTRINI. JOINT FALLS ON CONTROL STIVCiURAL STUD AST FOR LATH TO OE NAILS OOn STAPLES IN COMEPLIANCE UV ASTM CIOS! 2. URe K TIES TO BE (110. D) 00416• WIRE / S BLOCKING SHOW MAY ISE IN ADDITIT TO WALL STUDS RE2UIRED PER PLAN \ OLFOLO NWIO.PLA PT. A x CONAM . 1".0 x0S .ER.G OLF"NYRO•Pr.A x 041Aa • Pr. a r�a.o w ® l r'GLD NYYeWJ • R. A x GlAa . Pr. • x CRI AM . E•T. C A POW Pr. G OAR Pr. a rLL Pr. G TGUCWM EM r Ile 0 aorron "�"" WTE9! TIeMR UAL. Fou; GQ rmaK. ICK ! COAT CIIIME 1T ITER GR"A Ll' 2 COAT Cr RAMM (OV) LAYER'2, FORTPEEER SING PAPER (NN(2 oLT) LAYER % CA URAP(FWM GILT) M WALL 0.NHNS KIa[•GYr 1LApptl (M ONTAIL) ENiTILL KearGur AT soma+ a eCGF eI16" NlaE hear! NI MOM, APPROVED BUILDING WRAP SHALL EE LAPPED A MINIMUM OF 4W SELF-ADWERNG MB'eRAtE W • VERTICAL LAPS (ROLL R-ASI(MG (COMIPATIOLE OF HOUSE ENDS) I i' • WORIWNTAL LAPS. ~ MATERIAL) OVER ALL SEAMS NEED TO OE TAPED LATH VERTICAL LAP TO OE P APPROVED HOUSE SRAP. WITH FORTMER 61EATWNS TAPE FLAl41N& TO EXTEND ONTO PIPE \ IRS OR LESS PIPE / \ PENETRATION / r nR LJP • herAt urw \ �( X X X ' X X X CUT AND OVERLAP ONE SIDE OF / METAL LATH SELP-ADNG MFEREMBROM -J FLASHING STEP 01 UIRIS LAYER J' THICK STUCCO UAfAIP I PLAS Tom! GOAT CEMENT METAL LATH nN PMlR M ou r / I URB LAYER 4, POWN40IR UAID LAYER 4, YOR'TPEIER BUILDING PAPER \WILDING PAPER STUCCO URAf INSTALL FASTENERS (CLIPS, UIOOD SHEATHING STRAPS, STAPLES) AS REOIJIRED TO SECURE PIPE) UIRE TO FRAMNG 2 'TAPER LAP SCALE.IIR•.I'-O' ® KIC KO UT DETAIL "MR TEaR MIL (RIME m IGLCeKOONIZLaw Non, SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRmm MEMBERS. THEY SHALL BE TIED BETLLEEN SUPPO" WITH 0.0416-RL (Mal-MM) ONE AT INTERVALS NOT MORE THAN V (22S-M M). AS PER ASTM CIOS! 1,01 FOR REPAIR OF TEARS N WPM LAYERS, TEARS MAY BE PATC 4FD W/ 40M URAP TAPE PER MIANIP. SPEC OR PEEL 4 STICK WOOD SHEATI BUILD[ PAFEF STUCK LrH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WIRE, 4 TAPE OVER ROOFAUALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING z (NAIL TO ROOF DECK NOT IL WALL SHEATHING) iv '--• GAP SHINGLE - NOT NAIL, / INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. IdCO7�I7AETIM LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER ..... 5UILDING PAPER) METAL LATH x-x-x-x STUCCOS :77 SELF-ADHE51VE FLASI-IIN63 - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION Ri03.1.1 / ASTM C-841-0g, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-7744078 www.abdes19n9roup.00m AA #: 0003325 C �1 .Q c a efile sI ;IXE IN MTODIV. Ae LOT SILVERADO LOT 63 BLK 6 PROJECT# 04128.002-63061 MODSI1 4EBB "1828-CALI" GARAGE OWING: RIGHT PADS: WALL ASSEMBLY DETAILS 0 MPH EXP. Bj WARE DA 03/11/19 scALS: 1/4"=1'-0" ISHSST WA1 00 BACKER ROD WRB LAYER -1, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. HQIENCE OF FLASHING TO BE, L BOTTOM- 2. SIDES. 9. TOP VENT CAP IS TO BE SET M BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALLSIDDES,Y1 CAULKING • JOINT ALLPER SECTION R703.7 Edwlor b1hi 1p and plesexMa Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICK, 3 COAT CEMENT j, PLASTER METAL LATH WRB LAYER 4, FORTIFIDER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84-1-0S, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING LAYER 9• UNIT STUCCO WRAP LAYER 4, FORTIFIDER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) Uk= —FINISH D GONSTMLICTIChl FASTEN TO WOOD STRJCTURAL SEALANT • MEMBER • T' Or -MAX TOP 4 SIDES a' CM U%EEP SJSCMID I�EED L GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH• I— — — — PIPE THROUGH / WALL h 1 6' SELF ADHESIVE— FLASHMG INSTALL PER MANUF. SPECS-) BUILDING PAPER — UNDER 'QUICK FLASH' (A ),VENT PENETRATION SCALE: N.T.S. FiRGN 1 V I�GVGi VG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP ELEC' METER FIELD BELOW VERIFY LOCATION CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FM EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM •""� " ^" "'• 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FMISH • MASONRY (�oHORIZONTAL WEEP SCREED FRAME TO BLOCK) WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP #2 WRB LAYER P, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'DFELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ItRB LAYER v2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdosigngroup.com AA N: 0003325 a X O Ip BVHDZV. ASILVERADO LOT 63 BLK 6 vton CT# 04128.002-63061 MODEIU 4EBB "1828—CALI" GARAGE BwIN G: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. B DA�1'>6'. 03/11/19 SCALE: 1/4"= V-0" BPIEET dd A2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO _lam � � � _ ► %//////////// SELF-ADHESIVE FLASHING — — — — k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING 0 1' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R/\CORNER BEAD � BLOCK 04 1441 N. FPAHRX:O4N00ALD REAGAN BLVD LONGWOOD,FL27678 0 7774078747--W gowww.abdes AA4#:00 W 8 so Ell I III f O avHDIV. & Lo SILVERADO LOT 63 BLK 6 PROJECT* 04128.002-63061 MODE1. 4EBB "1828-CALI" GARAGE 811MG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. J n LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING; PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING �tlaJetiON BE v— 70 WOOD SMEAtMMG WEATWER RESISTIVE R RESISTIVE DARRRRSAPM �1L'x'I YR 61DM � � \ VSEFLASL �� 6' �� a aU FLAMiFM6 L -. WEATHER1FR'81STIVE STARTER STRIP \� WEAT14EM RE e18TIVE I ��\ y K-46mMIC�ADHERI.AD�ERING G LV'D METAL —'� dALV'D METAL 'i' R.ASFIMG 'i' rLASHNG WOOD TRIM FRMwR / \ "—//> X S' SIMULATED TAIM MB" om CAP WACAULKI \� OR SEALG T a ceamra SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITIONS 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-9078 FAX: 407-7744078 www,abdosigngroup.com AA 0: 0003326 4 T- T 44 L J sVHDIV. ac LOT SILVERADO LOT 63 BLK 6 PROJECT* 04128.002-63061 MODEL 4EBB "1828—CALI" GARAGE s1IING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. DAATE,E, 03/11/19 sLE cA: 1/4"=1'-0" SHEET WA4 / i \ --- - - —------- - \ / -- -- 2x6 SUB-BANb W/1'x4' NOTCH i /--- ---- - --- -- ' END, WRAPPED IN PEEL 4 STICK 4 DRIP EDGE I I I\ - I 1/8' TEXTURED 1 \ FINISH a WOOD I \ 1/2' TEXTURED \\ \ FINISH ® CMU \ \\ i METAL FASCIA \\ \ WRAP YS' FROM \ a' STUCCO, I' FROM \\ ---------------------- 'ia WOOD WALL \ \ EXTERIOR WALL WALL \ (FRAME OR CMU) \\ �\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY T/8' TENURED FINISH a U1000, 1/2' TEXTURED FINISH • cm x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR cm x x x x x x WRB LAYER w, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 GM BAND t+1 ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK our x x x x x x x x x x x x x (REFERENCE NT ©PL AN B FF ONLY. FOR WALLLL OFF x _ SET OF COMPONENTS) —ROOF KICK OUT REMOVED 1\ FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL INTO STUCCO) \� Ior I �1/8' TEXTURED FINISH I'WOOD, 1/2' TEXTURED FINISH * CMU 2x6 SUB -BAND W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK ® L V,4 T ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL,4N A PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/t''x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL SUB BAND DETAIL R WALL W /KICK -OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 q y � a sp OVHDIV. Aa LOT SILVERADO LOT 63 BLK 6 PIOJWT* 04128.002— 63061 MODEL: 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 0 MPH Exp. aj D TE 03/11/19 sCALE: 1/4"=1'-0" OHEET dd HV 39'-8" 28'-8" 15'-10" 3'1" • — — FM--12X1-2 — — 1 — — — — — — — — FM-12X18 — — m 1.1 N 4" CONC. SLAB I� Iw a LF-24X24 w �-3112 1'-0" l i0'-0" 10 1.1 1 I— 1 FM-12X18 EXTEND ,., 1 I I SLAB 1 1/2" I I I _ I TOP SLAB N I ' I I I �I I ( I IX I. I N I� I .I I I 5'-0" 15'-8" I 1 4" PVC CHASE TE-1 5 3 0" I I _I m m 1 EXTEND SLAB 1 1/2" 2 I 14' CONC. LI m FM-12X18 1 SLAB m 1•i a ,$-3 i l2 y I I 3' I 2 $-7 1l2 1 L 1'i N�I FM-12X18 1.1 J — — — — — 0 FMC-12X18 — — — — — FM-12X18 — — FMC-12X18 — -- 4 4 1.1 1.1 10'-2" 3'-10" 2'-8" 161-0" 2'-8" 14'-0" 4'-4" 21'1" 39'-8" FOUNDATION PLAN SCALE: 1W' = V-X 4" CONC. SLAB TOP OF SLAB 3'i, T-6' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION + 0'4% SEE SURVEY PLOT FOR NGVD. 5, PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATED #5 BAR, OINDICATES #6 BAR,■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,0W PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.i. 630-131ASCE 6-13, USING: Fm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER § OF SLAB SUPPORTED Y-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1..1.4 OVER GENERAL 3 1/Z' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3d' LEG EACH WAY, MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN 1d' - s FM-12x12 17, CONTINUOUS 17' - (2) 's FM-1208 17' CONTINUOUS lB' - (2)#5's (+)o'-d' FM-1608 16, CONTINUOUS 18" FMC-12x1B 12, CONTINUOUS 18" - s VARIES x 27 (-)d'-4" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.00m L AA #: 0003325 will 2 8 8 a s��ss 3 iLL 8HDM As LAT: SILVERADO LOT 63 BLK 6 PL7ROJECT#L 04128.002-63061 MODEZA 4EBB "1828—CALI" GARAGE DWING: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXR DATE: 03/11/19 8CAL E: 1/4"=1'-0" BFIEET s1 39 MIN. EACH WAY MONOLITHIC FOOTING Z Z STEEL REINFORCING IN GROUTED STEEL L REINFORCING IN GROUTED � �v v • CELL SEE PLAN FOR SIZE AND a per. CELL SEE PLAN FOR SIZE AND v IL SPACING REQUIREMENTS T- SPACING REQUIREMENTSv— •. E u1C 47 �... AGE DOOR RECESS ESS � Ir FM •. ix d) loZ 8" CMU WALL O y 8" CMU WALL • .1 CORNER BARS, SAME SIZE AS BAR I W W 8• 0 i+ g � Z � +-d-0" . •I FOUNDATION WITH 30" LEG EACH � � e U= � tTi . • . . + - d TOP OF SLAB W � WAY AT ALL CHANGES IN DIRECTIONS I .. SO THAT THE STEEL REINF. IS CONTINUOUS (A -TOP OF SLAB . < ... - - - VA I S MATCH AMOUNT OF CONTINUOUS BARS •I • I MASONRY EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 4" CHAMFER (1STORY) #3 48 BAR DIA. 18" - EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE Ia o. CONTINUOUS STEEL MONOLITHIC I �-FOOTING REINFORCEMENT SEE SCHEDULE C 7L0, UNITS SET AT ELEV: W/ 1/Z' ISOLATION JOINT (WHERE � -,, ♦ �. • � 6" CHAMFER (2-STORY) #4 24" W/ 1IT ISOLATION II 4" CHAMFER (1STORY) `yr„ _< 8" CHAMFER (2-STORY) • p-ry• APPLICABLE) z SEE SCHEDULE JOINT (WHERE APPLICABLE) • • EE SCHEDULE Z_ 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 FOR WxD, BAR SIZE #6 38 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST it AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (w 2 TO 3, PROVIDE 2 BARS), UNO 97 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 @GARAGE SCALE : 3/4"=''-0" CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4"=T-0" 4 SCALE: 3/4"=T-W W o(L S d) I NEW REINF. BAR O 0_ SECURED Wl 2- PART g 2" CAPPED a I EPDXY. MIN. EMBED GALVANIZED PIPE ¢ B", UNO W/FLANGE 0 BASE O FOLLOW ALL MANE. SPECIFICATIONS FOR Q ai USE AND I MPREPARATION OF SECURE FLANGE TO Z a: HOLE. W J SLAB WI(4)1/4" X 21/4" p Off' TAPCONS 4" CHAMFER(1STORY) 6" CHAMFER (2-STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 5 `• SCALE: 3/4"=1'-(Y' SCALE: 3!4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z OO V �R p to 8" CMU WALL - TOP OF SLAB I• SEE SLAB SCHEDULE Z Z - "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND —.' POURED MONOLITHICALLY WITH -- — — FOUNDATION AND SLAB SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1 V SCALE: 314"=l'-d' 1441 N, RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.alldesigngroup.eom L AA #: 0003328 StMDM Aa LOT: SILVERADO LOT 63 BLK 6 PROJECT# 04128.002-63061 MoDEI1 4EBB "1828-CALL" GARAGE SKIING: RIGHT PAGE: DETAILS 150 MPH EXR DARTS 03mmol /11/19 SCALE: 1/4"=1'-0" SHEET S1.1A DOWEL PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdostgngroup.com L AA M: 0003325 N �i Jim sysarv. ae LOT: SILVERADO LOT 63 BLK 6 PROJECT 04128.001-63061 MODEL: 4EBB "1828-CALI" GARAGE 8WIIJG: RIGHT PAGE: DOWEL PLAN 50MPH E A 03/il/19 CALE: 1/4"=1'-0" 11.2 TTOIE REBAR HORIZONTAL ORIZONTAL RE REBARHOOK GROUTED BOND BEAM — VARIES PER ELEV. Z d 4d <I #5 BARS . FE11 El. lk— :5 0 S CLEAN OUT REQUIRED Q FOR INSPECTION o �� •• b 0'-0" FIN. FLR. ..a TIE ER TO HORIZONTAL • ? REBAR W/ 1d' HOOK BAR SIZE1 48 BAR DIA Z� #3 18 O #5 30" CMU UNIT DIMENSIONS ARE NOMINAL SIZES #32 O #7 42' MASONRY SYMBOLS HORIZONTAWERTICAL O SCALE: 31#'=1'-U' � REINFORCING SCALE: 3/4"=1'-0" d N. RONALD REAGAN Bl LONGWOOD, FL 32780 PH: 407-774.8078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003328 Will A a sss OtmDIV. ae LoT: SILVERADO LOT 63 BLK 6 PRoJmcT# 04128.002-63061 moDEl1 4EBB "1828—CALI" GARAGE OWING: RIGHT PACE: DETAILS 150 MPH ARCHnEaD STATE OF FLORDA mmol DAB 03/11/19 OCALE: 1/4"=1'-O" sklEw S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 ill" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 VW 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P81336.177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) WxH' REINFORCEMENT STIRRUPS REMARKS BIM. TOP MID SIZE SPACING 881 MASONRY 3000 8x8 (1)#S NIA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 40MV-6Mw I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH O 0 7'4' (42') PRECAST 2231 4'4' (48') PRECAST 1966 4'4' (54') PRECAST 1600 94- (841 PRECAST 1217 F-10' (M PRECAST 1082 94' (M PRECAST ON rd' (W) PRECAST 743 04' (llr PRECAST 5" 10'4' (12r) PRECAST 475 11'4' (13n PRECAST 382 12'4' (144') PRECAST 337 IlW (16n PRECAST 208 lf-W (16" PRECAST 279 IC4' (1T0') PRESTRESSED N.R IF4' (1641 PRESTRESSED N.R. 1r4' On PREffrREBSED NJL IY4' Mn PRESTRESSED N.R. 21'4' 1268'1 PRESTRESSED RR 224' (W41 PRESTRESSED RR 2V4' (466') PRESTRESSED Om�0�0 000voom DD�Omm 0m��0�0 mo�c�om�' �mmomoo "Qr- WTI I= mm0000v 0m000 mmovomo mm00�Q1_P.Q^ O�m00m0 D�m�OmO oomoo©o oomomov ��0000 ©omomoo ©OmOm00 ��000�0 N.R 10 1 Teo 1 410 1 MI U4 I 1UM I nm (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TARN FROM 'SAFE LOAD TABLES' BY CASTCRETE MAY2018 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED U-LRINTELS SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS LMA SAFE GOAD SAFE LOAD - POUNDS PER LINEAR FOOT 74' On PRECAST 100 1024 INS S-S' (42') PRECAST r-V N6') PRECAST 786 763 1808 r4' (4n PRECAST 94' MC) PRECAST W 691 1073 r4' (SC) PRECAST 84' (54-) PRECAST 411 411 746 B4' (64-) PRECAST S-10' (70') PRECAST 340 339 810 a-10' (70') PRECAST 6'4• ne') PRECAST W7 721 490 e4' (7S') PRECAST T4' On PRECAST 424 634 363 T4' On PRECAST 9'4' (112M PRECAST 320 812 230 WW (1121 PRECAST 104' (128) PRECAST 264 401 180 10'4' (1261 PRECAST 11'4' (13r) PRECAST 200 462 164 11'4' (138) PRECAST lr-V (14') PRECAST 244 402 137 12'4' (144') PRECAST 13'4' (18n PRECAST 217 824 110 IV-C (18n PRECAST IN-V (188I PRECAST 206 203 100 14'-0' (IW) PRECAST 14'4' (IM PRE N.R. 204 91 1r4' (176") PROSTRIBIBED IF-C (184') PREFIRESSED N.R. 269 89 16W (184') PRESTRESSED lr4' Mr PRESTRESSED N.R. 194 84 1r4' (2M PRESTRESSED 194' (792') PRESTRESSED N.R. 148 62 IPW Mr PEST 21'4' PM PRESIRE88ED NA 126 42 21'4' Wn IYIE8IRED� Pl l PRE91PE88ED N.R. 110 40 :241` CM-) PRESTRESSED 24'4M (28S') PRESTRE88ED N.R. 91 33 --w 9-n PR66Tm8ED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MNBRIM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENNO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE#: 1M128.03 LIFT BEAM PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 r > UBDM A9 LOTIt •. SILVERADO LOT 63 BLK 6 PROJffiCT# 04128.002-63061 MODRIe 4EBB "1828-CALI" GARAGE DW5705: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %150 MPH DA 03/11/19 BCALE: 1/4"=1'-0" BFI>�87T S2 #5 CORNER BAR W/ 3a' LAP FOR EACH COURSE OF BOND BEAM I f 1 VERTICAL REBAR WI ta' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-a' NOTES TO THE INSPECTOR/CONTRACTOR TYR eNg, 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\r` PLACE STEEL HEIGHT. �OF REINFORCING (12) 4. THE LAST COURSE WILL BE A BOND BEAM NH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8•06'5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE (p p`IF'� COURSE OF BOND BEAM IS OMITTED AND A LIIN TEL ISPLACED. HE BSTTEEL BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. I" 1 1:�,\ `p 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �F- 0 • * 8x16 DBL. BOND TOP OF Q�� BEAM W/ (1) #5 BAR BOND BEAM •\Q S EACH COURSE G 8x8 BOND BEAM TOP OF • pQ�L�\� W/(1)05 BAR .y; BOND BEAM F = FILLED W/ GROUT I .�\1.p� U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF#5'S, IN 2ND BOND BEAM BEAM COURSE p SEE NOTE 5 16-1 T/1 B 8x8 PRE -CAST CONCRETE P05f� � NOMINAL LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY Q� HEIGHT # OF #5'S, TOP S" OPENING - 7' BOND BEAM COURSE OR n BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/OSTEEL(L1)REFER AND XFXX - 1T/0WGB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS Op OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 16.O.C. MAX. MIN 1-1/4•' EMBEDMENT 2-3116 ON )(MIN PRE -CAST 'a 19 OR DRIVE PIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/,f) 8' SLOPE FROM EACH END AND 18' O.C. MAX. MIN 1-114' ^ - EMBEDMENT 2x8 (MIN 2 X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD BLOCKING SIZE .300 MIN EMBEDMENT 1?7/16'OSB 1/4••) 8•' FROM EACH END AND SHEATHING WI 18" O.C. MAX. MIN 1-1/4"ER BILK EA. END EMBEDMENT HEARING TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1l2"=1'-a' ARCHWAYFRAMING DETAIL 5 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.ebdeslgngroup.00m L AA #: 0003325 A a y 4 8 8 a tills L11 I 9VHDM & LflT SILVERADO LOT 63 BLK 6 PROJECTµ 04128.002-63061 HODELI 4EBB "1828—CALM" GARAGE 81IIING: RIGHT PAGE: DETAILS 0 MPH EXP. DA IM 03/11/19 SCALE: 1/4"=1'-0" aI;EET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 112" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA Wl (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'.0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d t, COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. CA —N — Ir—--+1'— 7 N 00, CJ1 I N q CJ9 . N x n 1 B pn Nn ppx x n tlga ppN IpYI 7iii ItN � N 3.1 N ® II a M N p tl �1A CJ5 ` �' u Y� CJ6 3.1 �. .®.....e.me.>e�.�. :.e�.s.®. .a>®----.—.—.— see.—.—. A8 tiA ��Q : � • � • � • PRE -FABRKIAT®ROOF ........... . TR1189E8 Q 24O,C, MAX. saes®. o. aaee.asse W .e•. �.e..®:�.�.a>e. as.®........... .--....e.. ...e............ .... A1A .—.—.—.ass.®.: .—.e..- ATTIC f.o---- .a.e..�.=e.®.�.a .�.�.�ACCESS ®secs saese.. a. a. a. a.a . .e.. a.....®.:: to .1 .e=see:oe.a. . 1A : .�.:... a......e.:. .®...e.:a. 1 -- .a.:e. a. a.e..:.: to 1 GT ASM 1A 1 D 1 Cl 7 8 1 1 71 8 1 FRAMING PLAN SCALE: 1/4"= V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-7744078 www.abdaslgngroup.com L AA M: 0003325 S mm BtMDIV. Cx LOT: SILVERADO LOT 63 BLK 6 PROJECT 04128.00 -63061 MODEL: 4EBB "1828-CALI" GARAGE 91RNG: RIGHT PAGE: FRAMING PLAN 5 E . rpluNTDAwn. 03/11/19 SCALE: 1/4"=1'-0" SHEET S3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOFNJALL/FLOOR HTWM20 W11010d TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1l2" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 1/Y' TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4)1/4" x 2114" eENWOOD TAPCONS TO CONT CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED WI (3)16d GALV. COMMON NAILS. tx2 SECURED W/ 10d 4" O/C, GALV. COMMON NAILS DRAWINGS 1T O/C L MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLEUPLIFT = UA870 LBS, L710LB5 (1 STRAP) TAP CONS B ALLOWABLE UPLIFT = U:2430 LBS, LA310LBS (2 STRAPS) COVER 7' APART REPAIR OF MULTIPLE PICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR SS_GIR`b`ERCONNECTOR(§_�) 3 SCALE: 3/4"=1'-0" (2)11 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12, EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-0RACING IS PRESENT AT COVER 5 TRUSSES) V_U, O.C. (AT SHEATHING 0'-0" TO 304" (1) "X" BRACE SEAMS) 30'-V TO 60'-0 (3)' X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE ® CENTER TO BLK W/ 1/7' DIA. (2)'W BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END, WASHER SET IN HIGH 2. WOOD FASCIA, STRENGTH EPDXY 6" 11(2) SEE ARCHITECTURAL MIN. EMBED. AT 37' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ 10d's @ EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END ` PRE-ENG'D TRUSS SCALE:34"=1'-0" NOTCH DEPTH 1/4•D "DLEEDGE >5/S" THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER <2/5•D SGL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER FOLLOWING SPAN ONLYNLY HOLE EDGE >519' 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE ol THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, BTM. HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3111) DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS LIMITS v SCALE: 1 1/2"=1'-fY' 11 ALTERNATE MATERIALS SCALE: 314"=1'-0" 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup•com L AA $: 0003325 yPi O � W 8L78DIV. Ae L+OT SILVERADO LOT 63 BLK 6 PROJECT# 04128.002-63061 MODEL& 4EBB "1828-CALI" GARAGE OWWO: RIGHT PAGE: DETAILS 150 MPH EXP. FA D TZ 03/11/19 SCALE: 1/4"=1'-0" 8*1ZET S3.1A PRE-ENG GABLE TRUSS 2z4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING O VERIFY SECURE 26 PT. PLATE TO BILK W/ TRUSS PLAN W/ 1/YDIA ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED, AT 32' OC MAX. SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 6" O.C. MAX CONIC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 1Dd'e @ EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG o GABLE TRUSS @ CMU WALL 0 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdosigngroup.com L AA M: 0003325 2 j av8D2V Ae LLOT` SILVERADO LOT 63 BLK 6 PROJECT# 04128.002-63061 HODZU 4EBB "1828-CALM" GARAGE 951VMG: RIGHT PAGE: DETAILS 150 MPH EXP. RJ mm DATX: 03/11/ 99 SCALE: 1/4"=V-0" WHEET S3.1B IF III III 0"004 VTT SPACING (1) AT EACH END 5 hti 2xBLOCKING BETWEEN TRUSSES V rr AND 8'-0" C.C. MAX. (2) 2X4 No.2 SVP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA 4'-U' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'4" (1)'X' BRACE I,1ljljljll 30'-T' TO 60'-0 (3) "X" BRACE "X" BRACE CENTER PRE-ENG GABLE TRUSS '� lylll (1) 0 Ililll (2) X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) ��,I 101 PLYWOOD SHEATHING, SEE I W "ROOF/WALL/FLOOR \ 4- SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW tx2, 2x WOOD FASCIAfENGINEERED NNECTION PER SEE ARCHITECTURALUSS MFG. 2x SECURED W/ (3)16d WOOD GALV. COMMON NAILS. 4" O/C, 1x2SECUREDW/10d DRAWINGS GALV. COMMON NAZIS RATRUNPRE-ENGINEERED AL SECURED W/ (2)12ds c SECURE4 MASONRY BOND BEAM EACH TRUSS -"\,VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS L SCALE: N.T.S. 1 W/ HIP RETURN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 FM: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA M: 0003325 A 14 g iQ� B p B ii till etTSDiN & IJOT: SILVERADO LOT 63 BLK 6 PROJECT# 04128.002-63061 MODE r 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH Dw� 03/11/19 SCAM 1/4"-1'-0" SHEET S3.1C GABLE -END i A ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-1 0 ZONE 1 •8,97 PSF (19.97) ZONE 2 • 17.98 PSF (27.98) ZONE 3 •33.53 PSF (43.53) "A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT -- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR12" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE " MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING _ SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT S" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Sd RING SHANK, 21/2" 0.120" 170,000 I G SCREW SHANK 6-0 RINGS PER2 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/Y' CDX OR 7/1&' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT C O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Sd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES .......... a � z9 -L L M Lu n W C7 u ZZ < O Z Lj p y y d Z I. 0 Z $ 0 /1 Z N z TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. .� DER OR Tu ^SS—� Emm hl(,l I I ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS . 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING ( .B. TO BE STRUCTURAL GRADE �-• Sd RING SHANK GUN NAILS ® 12' O.C. IN FIELD or 8d x 212" SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.E).jN FIELD J\ TYP..' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, BIN EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL Be CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWM. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES RE ND. S A FOUND. EP NCE O DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD --mirrent 10 paf BTM CHORD-nan-wnwrrent DEAD LOAD DEAD LOAD 15 pat TOP CHORD 20 Pef TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 pef BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IDpsf BALCONY LIVE LOAD 00 Pat STAIRS LIVE LOAD 40 PSI WIND: DEAD LOAD SPEED -160 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE 8, RISK CATEGORY 10 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING 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 ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WAiI77EN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT RE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE $LIIMP SHALL NOT EXCEED S H- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMEKS OF ACI 301 AND ASTMC44 OR MFASMONG, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN SO MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REOUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATDNSr S. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER "W FORMS AHD SMAL ER , FOR MS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS I.1R" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/C. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/1'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERAll BIABS-0N-GROUND WIVE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF PROVIDES. SEAMS TAPPED S INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,0110 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NONSTRUCTURAL USES RATEDSHALL BE TO I I(DOT�LAT UM FORMWORK: CORROBORATETETRAHEDRAL WOOD FORS STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %' OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBR 2017, SIN EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEYARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIVI DE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOF COLUMNS WITH h STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 05 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED TW OC, EACH WAY. REINFORCING STEEL REBAR SHALL BE ASTM .A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: M4 BAR - 25" NB BAR - W' p5 BAR - 30' 87 BAR - 4Z' PROVIDE 38' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION: AND 'TPIAWTOA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY! PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED 8, A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS 70 TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38, Fy = 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 48 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APP 1-04 8DE rvPE ePAdnc RDAN&9 APPU ON SIZE HYPE ISPAGNO REMaxrcs 1r2PTFlIRPoNOTO GeE HARDENED WIL S'QC GAMETE ODOR BIICI( SEE.— BEE DETNL SEE pETNL SEE DETNL MASONRY ICCN'C. NNL I ITT LONG. TO MASONRY,x%lNC SOD,AL. EKT.DDORS I. PT, SEE NOTES CASEHARDENED- NNL 11?LONG. IIIWINDOw000Rl STAOOERED FASTENED I—MA90NRYAxk10. GAR AGE DOOR&1CK To MASONRYKONC. SEE OETNL SEE DETNL SEE DETNL I SEE DETNI wiNDnveucx cASE HARDENED-- e•oc `MNDOWaJ00Rl FASTENED METU STRAP To CONTACT THIS ENGINEER FOR SPACING tr PT, SEE NOTES NNL 11?LONG. STAGGERED HMO MA90NRY.CUNC. MPaONRYI CCNC REQUIREMENTS FM.SMNO DOOR Ib 3'1B91A TAPUXT 11/Y EAIBEO,SEID. NOIYaEM1R1NO_ tr EKPPNSION 22.00 A'EMSEO. <'END Bl1CK ]r PT. BEE NOTED NO WASHER FASTNER iCOF GIST.. 1112' EDGE dST. WALLTO CDIF. SIAa WI WASHER BOLT .]•EDGE paT. L PT WINDOW SIGN 0.1]8°PAFa21/d' 4"OIC A'FND pST.,11YY PT To STEEL COL., SEE 4VI WASHER STAGGERED EOOE dST. NOTES NOTEO 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdesigngfoup.00m AA E: 0003325 _ n: p�p C p a s�ss� 40 10 x SILVERADO LOT 63 BLK 6 PROJECT 04128.00 -63061 MODETZ 4EBB °1828-CALM' GARAGE at/IIITG: RIGHT PAGE: DETAILS V.150 MPH EXP. N,-