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HomeMy WebLinkAbout35635 Stella Vast Dr`a- A- r 99 t828-4EBB-CAL199 ALL WORK SHALL COMPLy WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILIS ORDINANCES HOMES REVIEW DA47" 2 3 ?0�0 CITY OF ZEPHYR H PLAN EXAMINER 12602 TELECOM MRIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Pax: (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 ma�m HDDMM CODS, .m�,�TBD1 6M WN (2M7) . , T eND TrterTs .�,NCY CONSTRUCTION TYPE '� INTERIOR FINISH • BASIC WIND SPEED '� • 1-STORY RESIDENCE • 2-STORY RESIDENCE - RESIDE(TIAL, GROUP R3 - VB - C111SS B - Vu11=150 MPH vbsa=uH3 MPH _ B - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C AD]. AMP. BD. CAB. CLG. CLR CONC. CPT. C.T. D. DO. D.G. DIA. DISP. DP. DR Ds. DTL. D.W. FA. ELEV. EQ. EXH. EXT. F.GJFX. F.G. PIN. FLR FLUOR. FTGDR GA. GAR DISP. G.F.I.GROUND-FAULT cL. ABOVE AIR CONDITIONING ALTERNATE AMPERAGE CENTERLINE CABINET CLEAR CLEAR CONCRETE CARPET AMI THE DRYER DOUBR DOUBLE DUAL GLAZED DIAMETER DISPOSALDim.N DEEP DOOR DOWNSPOUT DETAIL OLSHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASSSIN. FUEL GAS FINISH FLOOR FLUORESCENT FRENCH FOOTING GAUGE GARBAGE DISPOSAL CIRCUIT GLASS UTTER GLASS LAV. LUM. M.C.: MIN. MID. MTL. N.T.S. O.C. PL P.B. PH. PLY. PR. PR. P.TR.. BAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. SHWR. SL. SL.GL. STD. SWS TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. LAVATORY LUMINOUS MEDICINE T MINIMUM MOUNTED METAL SCALE NOT TO ER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED ER BRAD US RETURNAIRGRILL REFRIGERATOR ROOM SOLID OPENING REFXT SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEARWALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL DATE DESCRIPHON M6/16 CD* ISSIED ARCHITECTURAL SHEET DESCRIPTION �mro i� F� IHPDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—MECHANICAL PLAN PG Di —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING 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 ouKb/m cOWSRE•ISSIEp 02," SONG ELEVATIONS ADDED � CDWtRE-1881ED 04A9AS F001tYs REVISION PER M. BOUES a,R CDy RE -ISO ED 0t/19/18 A,ppEp CUgd,ESg FOOTER AT GARAGE DETAIL (F(hI:T MTERS) E'TMAS PLAN MAINTENANCE OVA" REVISED LINTEL SIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 04A4A8 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WLL SATWN IMEL J SQ.FT. CALL. S t4R4A9 REVISED HVAG vYxIrEB oN BGFT CALL SGHEDILE (MELBJ pA,/p/KS ADDED 97fTER10R MONO DEEP TOOTER DETAIL QAWUA (Oft) MG LIV1828 SQ. FT. CiARAGE 430 8,Q FT EN 16 50. FT. LANAI 88 So. FT. O6AT/B ADDED LED LKiITS a KITCHEN A BATH PER MARL DOWEb 01/M ADDED STONE OPTION ELEVATION C 4 D (TAMPA) OWM ELEVATION Y•' SIDING -ADDED LOUVER •GABLE ROOF ie/!8/M ADDEDOPT. W-V CEILING HEIGHTS TOTAL 2362 SQ. FT. male REPLACE USP CONNECTORS WTH SIMPSON CONNECTORS STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SlAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H3. HOSE B® OTHERWISE HDR. HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WOW' WAINDO HEATER W.I. WROUGHT IRON DRAWING � CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABUTI'Y 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 EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG 92—LIFT BEAM PLAN AND NOTES PG S2.I A —DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.113—DETAILS PG S3.1C—DETAILS PG SNl—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774.8078 FAX 407-7744078 www.abdosigngroup.com L AA 8: 0003325 a 4 Lill i 1:1 J BUDDIV. ae LOT. SILVERADO LOT 16 BLK 18 PROJECT* 0412 .002 16181 UODM 4EBB "1828—CALI" GARAGE AWING: LEFT PAGE: COVER SHEET 150 MPH EXP. B DCAL.E: 1/4"=1'- O" SHEET C1 A -- ►- GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIO2 FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHTIECTIENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1i_INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF X- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 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: I. 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 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. 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 ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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 W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH'X" 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. ELTERM WALL COVERMOS 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 FINISM 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, 117 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-C1063.12s. 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 REBOTANTCON87RUCTION 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. EXTERIOR CEILINGS 1, EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTORS 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. 1.441 N. RONALD REAGAN BL LONGWOOD,FL32750 F4i: 407-774-6076 FAX: 407-7744078 www.abdesigngfoup.com L AA k: 0003325 1 aa� 6 aUDDIV. & I.OT SILVERADO LOT 16 BLK 18 PItOJWCT# 04128.0 2 16181 HODffiL: 4EBB "1828-CALI" GARAGL' OWING, LEFT PAGTC: GENERAL NOTES 150 MPH EXP. B a C A1i.8.': 1 / 4"=1' - O" atlnin GN FYPON LVI2X24 OR EQUIVALENT SHAKE SIDMG —\ AS SPECIFIED (TYP.) 4' FREIZE BAND (TTPJ 6' TRIM BOARD (TYPJ 6' RAISED RAND (TYPJ COACH LIGHT 8'-8' BIG. HGT. 0'-0' FIN, FLR, LAP BIDING AS SPECIFIED (TYPJ SHINGLE ROOF /^\fit 1♦ \ \ _ - Illlu��llll'� �,m SHUTTERS .- " 1111 IIIIUECMIVALENT �11114* RAISED 0'-O' FIN. OFF RIDGE VENT AREA OF ATTIC = 7364 SQ. FT. NET FREE VENTILATION AREA REQUIRED v I/3DO REQUIRED VENTILATION AREA v 2364/300 7.39 VENTILATION AREA IT SO. INCHES PER FT. AIM) - IM72 SO, IN. MIN. REQUIREDVENRIATION SX ".72 IN UPPER PORTION OF ATTIC 567.36 SQ IN. OFF RIDGE VENTILATION AREA = I15 8I IN. PER VENT 567.36 /XIS TOTAL R OF VENTS REQUIRED = 4.93357 TOTAL R OF VENTS PROVIDED = 5 'AM OFATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCW DEO) �'-8' ERG. HGT, AM EVA I• FRONT ELEVATION REAR ELEVATION SCALE: 1/4 v 1'-0' TEXTURED FINISH SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FCCR RT03.4 OFF RIDGE VENT OFF RIDGE VENT _ ,�8 -B� BIG. FKsT. I'-0• I'-0' r- H 0'-C' FIN. FLR ^' 0'-0' FIN. FLR OFF RIDGE VENT LEFT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH M DECO. DTL. A SCALE, bQ . 1'-0' '-0' FIN. FLR. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-774-6078 FAX 407-7744078 wwwAbdosigngroup.com AA M: 0003325 J a t W i au3DIV. as LOT SILVERADO LOT 16 BLK 18 PROJECT# 04128.002 16181 MODELa 4EBB "1828-CALI" GARAGE 8w:r7G: LEFT PAGE: ELEVATION "T 150 MPH EXP. B ELECTRICAL LEGEND SYMEIOL DEFMITION NOTES --e RSV OUTLET 20 AM9• ONUS FIDE 1 are CUTLET NOV OUTLET 14 OF CUII IN NBDD TO SWTCW �ON IIOV OUTLET "AMD MOOD PAL ROMRW IM (TAMPER RIBMTAR TYPE) 220V OUTLET (4)m CONNECTION 6F1 DR. WATMOWO F outLET GMI D FAULT NTERIEPIM OUTC44 63 SWTCM 3-WAY O %K W4 BWTC 4 4-WAY OPER rfi WALL FCUIRM �f LOW CEILNG LIGHT © LED 0.6 LIGHT VAPOR ©vp � @ VP VAPOR FROOP LMHT @ RlQMEC CAN 'Off.'AN I OR, PM So. Fr. VOIT. FAN 96LIEDn I CIPM PM 80. FT. V FOGleee trees TBD by BULOM ® 2.O1Le CRAP ARO90 TMITJ (a1JlM 2' N.uOPESCINT 4'OJUOWC04T C C 4'TI%AC%UOW 0 PANL Vwxx DntOrola eATr. eADK-IP IYLWBCAR i l=J al4LL MO{MED el'Iwra MTECTOM E6ATT E6AOL.IFP RILILligiNR ® S/CO CAPIMI Sx71E DETECTOR 4MOIGI GOEO NfIFOONACTED M ALL M A DMTACE OF NOT LB" TW N 4' Film IMALL FooA T LIMB (1� HA,TiRA. Me ► TELEIRAONE JACK Iw WATER MLATM TO BE ELEu�'y� A•y ELY•tIQ Ow'ON1=T Aft COO D18CQliOT SEE AMU ON FE TREVIMON JACK soX O J-NOR ro BE SINTORTED N AGCOICANC! W) BODE MAP@= AS SUCH FOR QLNIS BOX CELN FANA.nur TAOCCOXXOWDMAN=40 aF MANRaD AS SIICN Fee 0 Pon W !INCANDESCENT LISIIT STOP 36' NKAoncea L10M ~ ennn�nnnn Ar NC4OROC•W LMNT STOP FLOOD LMI(T socouTY KETFAD • FA FUw-SUTTON PM ONUS we FOR • LOCATION OF N JACKS 4 FMOre OUTLETS 4 FANS TO eE VIEWED a H"OUCRPM-CONSTRYCTION MEETING, • ALL M 4130 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTR ICAL PItivISICNS OF BINZ 6TM EDITCN (2A61T) 4 NEC 21e12 2!LL EDI1101 • 20 AMP DLAUNDRY CIRCUIT. (NOT ONEDICATED • CA F ISLAND KITCD®i CMeOUT) • DISHWMNER DISCONNECT TO N LOOKOUT N PAN' KL • BAYMPKC T VO4AI11117 FAN TO NAVE MIN CAPACITY OF 90 CM INTERMITTENT TENT FM ELECTRICAL PROVISIONS OF SECTION M1eOls • LAUNDRY IWO. RITcePTACtE M4ALL EE 614000 FAULT CIRLLR-MERUN "M PROTECTION FOR PEMON41L ON PEEDW • WRNS METHOD 66IA1 1 BE NON METALLIC CABLE MR ELECTRICAL riss"W ONS OF wG ff ATM w2r2wM • ALL WOW TO COMPLY WTM ELECTRrAL PROVISIONS OF TM FBCR 67111 ED (Wn) • TTFE FLR TM OF L10YTRN MIST LimIFFIC JEW 1\ LL(// 0. I BATH 1 WRI LIVING ROOM rMTEr1D..� LIGHT PRE -WIRED` TO BE CLG FAN INSTALLED, jLC/F`RE-WIRED L' / `J PROVIDE CLG FAN DOX FOR rI I OPT, FAN \ n DINING U1 I ROOM i - I I / WO �i\------- CADINET� — ------- ii I GPI® �P us- I OUTLET —1 I j,AUN- FOR DW GPI BDRM.M..m#4/ u"=� I L' � J �• 9 PRE -WIRED CLG FAN r ;fi: ® IRA I/\I L/ -1-A U r -� / I / IL / E10LLARD / a A9 REa / PEREBLG. • BLD WALL MOUNTED_ / CODE L*wT W/SWITCH IN / ATTICGFI _ / CLG. ) METER OUTLET KEYLESS FIELD FDQTUIEE LOCH IRRIGATION OUTLET • 48' APR II / 1 11 II II II II 1 II 1 I I i I 1 I I II II II & I 18/COI I --------------------------- COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' . I'-V W SINK \ I 1 EITCHEN / pL' _ RANGE / GFI O 0 GFI `HOOD UIRE lu/ OUTLET FOR ,q FUTURE MICRO II / PRE-wIREo 1 CLG FAN I \\ BDRM.f \ PRE -WIRED CLG FAN WP Panel MAIN - A PANEL 8/16 wp OL breaker VOLTAGE: 120/240V-1Ph RAW: 150 Amp M.C.8 FEEDER: 301 CuTHNM 8 1-06 CU (G) In 1 It? C. OR 3-02/0 AL TMNN 61-06 Cu (G) in 1 1? C. wTr. ►.I. 9p won. ICN.14tIlcinxoi W.M. 8V Pqe MW e12 1 W E ;RMWW60FIM NO I= I 1 11 2 I8 1112 2 20 Ndgr PuWIs- 6 e e 6NG C.U.1 M 2 w T PANEL -A PANEL 42 M Meeker VOLTAGE: 12D/240V-1Ph RAIN: 160A.,p M.L.O. FEEDER: "I CuTHVJN R 1-08 Cu (G) in 1 1? C. OR "210 AL TRAM 8 1-06 Cu (G) In 1 1? C. win Fa. ew ( w—CAc,4t ckaAt I w.n. TN.criu.n Bw Pa. wNe .12 1 20 S.W, I.w. I= 1 2 MR.,V Be 2 IN 912 1 20 611eew.. 1 Haw OFI 1900 9 4 012 1 " 8-1 Awli.w. 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R" ww.r40% t3aw TmlA IwA 1082e LOAD CALCULATION 18 SMO ON NC NOW -COINCIDENT LOAD T" Cm.eot 1 Lo.4 Ms. — Towl l2.0 141.3 General LI h6n 88 ReceefacN LwA Taw An:B u.r4 Fwl 1828 Dw"r U. I Rw 3 W /8 . FI. 5484 HNFNt. 1 M65W/Li Met 1DO% 85 Taw WwrYLy.A Rw n• 9549 Ckmd ibr/C TOW w4110 O.I.r Ut. aRw P.wIA 9 6175548 t I � I I L - I I I I 6 I I I I � I I L I 1 _ I i LED LIGHTING @ DOUBLE LAV. OWNER'S DATH 150 AMP ELECTRICAL RISER � L i i LED LIGHTING @ SINGLE LAV. • DATH R PROVIDE "/o Cu, TNLN . PW CU IN2' CONDUIT OR ) "AL. in" .PIS CIU N 2' CONDUIT. (CONDUIT TO TERMNATE ABOVE SOFFIT S OVERHANCa.) NOT TO SCALE. COI DINATION SERVICE ISO AMP DISCONNECT GUT04 AND G0R40 VOL GENERAL NOTES: M ELECTRIC FETTER IN A ELECTRICAL MATERIALS AND NSTALLATIONIS SHALL NEMA SR ENMORM PANEL COMPLY UTW ELECTRICAL PROVISIONS OP T1 E PIECE!SLH EDITION (20UT). LOCAL CODES, AND ALL LOCAL POMIR COMPANY REQUIREMENTS. ISOARP D. ALL CONDUCTORS SMALL BE TYPE TNHN/TWN UNLES6 NOTED OTFERIU IE. POUIER COMPANY TRANSFORMER PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECCNDAR% ELECTRICAL S"Mca PROVIDE 3 q COPPER (CU) N 1412" DIA GO&DULE SO PVC CONDUIT OR PROVIDE S 2/0 ALUMINUM (AL) N 2" DIA SCHEDULE BO PVC CCN OWT UNLESS SERVICE IS PROVIDED BY TFE ELECTRIC COMPANY. COORDINATE UT14 T14E ELECTRIC COMPANY PRIOR TO DID. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EOUIR'E NT I INTERSYSTEM BONDNG TERMINAL AT LOW VOLTAGE CONNECTIONS I U4 CU SERVICE GROUND C0"CTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF TWE PBCR S11.I EDrnON r2enz S/e" DIA X B FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-7744078 www.abde$lgngfoup.com AA N: 0003325 ^ � a .j3Q• O i '6 Is 40 w� 8UBDM & LOT: SILVERADO LOT 16 PROd)cCHLK 18 Td4 04128.002 16181 MODMIe 4EBB "1828—CALIF" GA tAGZ awuTO: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B [I] DAMS., 03/05/20 SCALtc: 1/4"=1'-0" axaa'a' E1 y� 21 VTR ..X KITCAEN '�� 2' VTR 1 OINK W/ i� 2,j a\ AUTO VENT V2"1 1/2' I �\ I I12 �f 2We 11/1 2 P " II ULAV /.17. B LA� I 3 I WC ►+ue¢ 2 sV2' 3' 3- PLUMBING RISER DIAGRAM PLUMBING PLAN BCALEs V4 - P-m' TO 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com L AA M: 0003325 �$?z as m q 9vsanr. ae LOT SILVERADO LOT 16 BLK 18 PROJECT# 04128.002 16181 woaEL: 4EBB "1828—CALI" cswRwaE 9wAdO: LEFT PAOE: PLUMBING PLAN 150 MPH EXP. B DATE:: 03/05/20 9CALE: 1/4"=1'-0" 8HEET 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 s 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 NPPA WA 2-3.1 4. PRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. 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 FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 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. S. 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 MP& RECOMMENDATIONS AND PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFIRMIR RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE" SUPPLY TRUNK — BROKEN LINE" RETURN TRUNK BALANCING DAMPER OR OW 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 1_404T O/A OUTSIDE AIR ® THERMOSTAT m PASS-TI-M AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CON_. CONDENSER ATTIC W/ (2)-3/I6'X2' TAF'Cf)NS W1T SIMPSON WB ROLL STRAP OR EQUAL CEILING O O 7 EXTERIOR WALL PLENUM p y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB #BXI 1/4' SHT. MTL. SCREWS RUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER---y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD a 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINER BELOW SLAB T REFRGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER F9CR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG FITTING OR EXTENSION TO 601L OR WASTE AS RECURRED WADE 8240-K J06AM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC nFL00R SLAB CLEAN -OUT (TYP j FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CON_. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ■ 0-?)EXT. GROUND CLEAN -OUT (TYPN� MECHANICAL PLAN SCALE, 1/4 " 1'-C' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdosigngroup.com AA (1: 0003325 J Q i t 6 • 6 �ee i avaaly ac Ir'0 : SILVERADO LOT 16 BLK 18 P1ROJMCTp 04128.002 16181 KOaaIA 4EBB "1828—CALI" GAPtAGE 8WDM: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B DaWT A= 03/05/20 aCALZ: 1/4"=l'-0" B*Eca'T M1 2X4 TOP PLATE PRE -FAD TRUES V2' GL.G. SIOARD-f IWWMA 21 O I OTuoSIT 2X4 W°°D, SLAB NOTE: 5TUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FIN. PLR T 1� ' a)TYP. INT. WALL ( NON- BRG. ) D1 SCALE, 3/4'.I'-D' FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.IU ON I' OAS. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRAM MTL. DRIP EDGE ,•- 2x FASCIA PER ELEVATIONS O.H.TYP. VENTED SOFFIT In' THICK, 2 COAT PORTLAND-1-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.L 5/8' GYPSUM BC OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS PIPE THROUGH BOND BEAM D1 SCALE:3/4'•1'-0' SEE ENERGY CODE FORMS R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' OG. 8' CMl 1/2' GYP. WL. BD. - WOOD BASE — m. .a n W/ WINDOW OPENING FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON 1}' O.S.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION WS.LI - FOR ROOF 4 1-STORY HIP BLOCK WALL (2)LAAYERIUNDERLA�YMENT SYSTEM D1 SCALE, 3/4'.I'-®' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4965 TYPE IV, OR ASTM D 6151 WE raw w Lttl :sa l B GAS LINE THRU BLOCK FIBERRGLASB SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION wwwj ON a' OAS. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1/ 11.m. TYP. MTL. DRIP EDGE O-. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS W, Twm 7 COAT - PORILNO cwlw PLAGM APPLE oulamy TO momw MR Rea PASTOWD TO TRACK PRACKM avPRODUCT APPROVAL Rea Yemen ail JOUPAL PM ba P.T. w ATTACWK0 TO PLL CALL AS Pelt PRODUCT APPROVAL REa ONALAW . 6ACKM ROO 3 GARAGE DOOR JAMBS lllD9 SCALE: 11/2'•1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS---\ STIFFBACK AT ALL UPR04' PER STRUCTURAL- DETAILS PRE-ENG WD.TRUBS CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SP'BCIPICATIONB Ix2 P.T. PURRING — STRIPS • 24. O.C. IR' THICK 2 COAT— - 1R' GYP. WL. OD.- PORTLAND CEMENT PLASTER APPLIED WOOD BASE_ DIRECTLY TO MASONRY 0'-0' FIN. FLRrI cm d a d. ti e o' 4'. (A W/ WINDOW OPENING a FIBERGLAS8 SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.1.1 ON j' OUS.B. SHEATHING OR }' CDX PLYWOOD SECURED PER I,-®. FASTENER SCHEDULE TYP. MTL. DRIP EDGE ON. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS VJ' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY C:l } 0'-0' FIN. FLR Q TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.P-10' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-774.4078 www.abdaslgngroup.com AA x: 0003325 8 Ix Ra � Is. 1 4b w x i aVBDIV. 89W 74 SILVERADO LOT 16 BLK 18 PROJECT/► 04128.002 16181 HODEIA 4EBB "1828-CALI" GARAGE EVrXNG: LEFT PAGE: DETAILS 150 MPH EXP. B 112 ® "�LSECLM 2x4 ON-y FLAT TO MILK W CUT NAILS. SIDES. 2)(6 GARAGE DOOR DUCK UV (5) B )YXS' A -DOLTS 4' EMBEDMENT MN. W 7'W'7di uA48FER NVD NUT SPACED EvlNLY RIlOT1 FI.00R TO GARAGE DOOR HIM IN JOINT" PRIOR TO FILLING. I-2X6 PT BLOCK • CENTER OF 19 DOOR HEADER WKUJiw)W J-BOLTS 4' EMBEDMENT W JW*W WAWER AND NUT. ® 6OTEb 1 ® r ALL L DE ANCE O MAKFAC'MER'S INSTALLATION MSTPR CTI" W 1 ERE SUCH INSTRUCTI" ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT AC4L[. W'- 8' Cm V DRYWALL 1'X4' OR IW' P.T. NAILER D bt4 P.T. OR %'X4' MIN. SECURE TFIRU FRAME A EXTEND I-Y4 INTO BLOCK W/ Y.' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I'A WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 814M AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 11DiDOlf TO BLACK +3 4 OR +5 4 A SCALE, N.T.S. 2X4: ea SECURE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE .145 MIN. WEAD SIZE 300 MIN. EMBEDMENT I Yl) WITHIN 8' OF EACH END 4 IS'Or- MAX SPACING. 2X6:m SECURE TO BL W/2-%' TAPC4ONBIMIN. SANE SIZE I45 MR HEAD SIZEQODO MR EMBEDMENT I Y4 ) WITHIN 8. OF EACH END 4 8. CM 18' O.C. MAX SPACING. V DRYWALL 2X8,m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-Y.'7TTAC14 CASING TAPCONS (MIN. SHANK SIZE 145 1 Lai MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2k PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. I6' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLACK w[NDOW TO BLOCK +1-1 ")SCALE. " TA. 2X4m SECURE TO BLOCK W/ V&' TAM" (MR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN W OF EACH END A � ;STRUCTURAL 2X 13' Or- MAX SPACING MUST BE ON OUTSIDE A 2Xbm SECURED THROUGH SEAPCURE BLOCK W/U-V*' NON-STRUCTURAL ai' CONSTO I EMBED (MIN. SHANK SIZE .145 NT T EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 � CMU MR EMBEDMENT I Y4) 'DRYWALL WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. X4' OR I'X2' P.T. NAILER 2Xoma SECURE TO BLOCK VA-V 7(A' OBJS. X 4' MIN. T R,L SHANK (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT 149 ATTACH TO 2X PER WITHIN W OF EACH END A MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-I6/1¢" Wbmw C SCALE: KTA. CK +1-15 8 2X4:eo SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END A NOTE, STRUCTURAL 2X 18' OG, MAX SPACING. MUST BE ON OUTSIDE A 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL �(A' TAPCONS TAPCON MIN. I A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 8. cm WITHIN 8' OF EACH END 4 K• DRYWALL 18' O.G. MAX SPACING. I'X4' OR 1'X2' P.T. NAILER 2X8A>ma CASING SECURE BLOCK W/J-%' (MIN. SWANK SIZE J48 MIN. HEAP SIRE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ttACH TO 2X PER WITHIN 8' OF EACH END A MANUFACTURES DETAILS. IB' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +2 1 } n WINDOW TD BLACK +2 1 4 " SCALE, N.T . 2X4= SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y49 WITHIN 8' OF EACH END A NOTE, STRUCTURAL 2X 18' Or -MAX SPACING. MUST BE ON OUTSIDE A 2X6m SECURED TWROUGW SECURE TO BLOCK W/U-f. 'NON-STRUCTURAL �1i i(A' TAPCON MIN. 1-Y4' (MIN. SHANK SIZE J48 EMBEDMENT INTO BLOCK MIX HEAD SIZE 300 • cmu MIN. EM15EDMENT1Y4) DRYWALL WITHIN e' OF EACH END A 16' O.G. MAX SPACING. X4' OR I'X2' P.T. NAILER 2X8m SEA BLOCK W/J-%' (MIN. DOOR CASING SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EM5EDMENT 1 Y4') DOOR JAMB OR U0 DOW WITHIN 8' OF EACH END A ATTACH TO 2X PER a, O.C. MAX BPACMG. MANUFACTURES DETAILS. xT4 A,M.Y,aCC ro RY�.u1�fO0I,T i,Caplf•) DOOR JAMB TO BLOCK +3' El\ WINDOW TO BLOCK +3" 1,V6CALE, N.T.S. 2X4a SECURE TO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 049 WITHIN S' OF EACH END A NOTE, STRUCTURAL 2X 16' O,C. MAX SPACING. MUST BE ON OUTSIDE A 2Xbm SECURED THROUGH SECURE TO BLOCK W/J-Y.' NON-STRUCTURAL 3b' TAFrAXWMIN. SHANK SIZE TAPCCN MM. 1-Y4 145 EMBEDMENT INTO BLOCK MIN. WEAD SIZE 300 M•) IN. EMBEDMENT 1 Y 4 WITHIN 8' OF EACH END A 8' GMU 18' Or -MAX SPACING. jf' DRYWWLL 2X8ma I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W12-%* 2X SECURE TO TAPCONS(MRy SWANK TRUCTURAL MEMBER Jog K2JI2d WITHIN 8' OF EACH MIN. HEAD SIZE 300ND ATTAC44 A b' TO 8' O.C. MAX MIN. EMBEDMENT I Y4)CASING WITHIN 8' OF EACH ENDOOR JAMB OR WINDOW IV O.G. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3' F w + E, N.T . 2X4m SECURE TO BLOCK WN4' TAPCONS(MR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END • MUST BE ON OUTSIDE A 18' Or- MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN. 144 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK i45 MIN. HEAD SIZE 300 , CI„N MR EMBEDMENT I Y4') )s' DRYWALL WITHIN 8. OF EACH END A 16' OC. MAX SPACING 'X4' OR I'X2' P.T. NAILER 2X8m 11 SECURE TO BLOCK WA-1/4' 7(A• 0.S& X 4' MIN. TAF'CONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) DOOR JAMS OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O,C. MAX SPACING. MANUFACTURES DETAILS. x9R wi w xso ro rw�.w� roo xa ocslU•. DOOR JAMB TO BLACK +3 E, -7/38' G. DOw TO BLOCK +3-7 18' N.T.S. 2X4= SECURE TO BLOCK U&4 TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MII'L EMBEDMENT 1 Y4') WITHIN 8' OF EACH END A NOTE: STRUCTURAL 2X IV Or- MAX BPACRJG MUTT DE ON OUTSIDE A 2X6m SECURED THROUGH SECURE TO BLOCK WA-I/4' NON-STRUCTURAL TAPTAPCON SANK MR 1 Y4 (MIN. MR GW (SHSIZE J49 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 14") 8' CMIU WITHIN8' OF EACH END A DRYWALL IB' O.C. MAX SPACING. a OR I'X2' P.T. NAILER 2X8mSECURE :1'X4' TO BLOCK WA-I/4' P.T. X 4' MK TAPCONS CASING (MIN. SHANK SIZE .14D MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END • TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3 3/4" H w +3 4" SCALE, .S. Il N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407.774-6078 FAX 407-774-4078 www.abdeslgngroup.00m AA U): 0003325 is 2 R % -till IE 0 Mimi N a 4a I!WE 40 BUBDZV de L4071 SILVERADO LOT 16 BLK 18 PROJWT#U 04128.002 16181 LI[ODLCLA 4EBB "1828—CALL" GARAGE EWLNG: LEFT PAGE: DETAILS 150 MPH EXP. B DARXNTTE: 03/05/20 MICAL E: 1/4"=1'-0" slKEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1.2/32/2020 10441A SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10532.26 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 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 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 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 12/31/2020 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 5891.1 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 10477.R7 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 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL7006A IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 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: 01/08/20 1441 Ni RONALD REAGAN BL LONGWOOD,FL32750 PH: 407.774-8078 FAX: 407-774.4078 www.abdealgngroup.wm L AA B: 0003325 m�I���� 6 o Q BunDIV. da LOT. SILVERADO LOT 16 BLK 18 PROJECT# 04128.002 16181 MODEL: 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B 06 F 03/05/20: 1/4"=l'-O"T D3 PREFORMED CONTROL JOINT FLANGE OF CONTROL JON" Td DE WIRED TIED TO LATH • V OG. MAX (VERrJ NQIIt DO NOT FASTEN CONTPWL JOINT TO WALL EVEN P STUD EXISTS DEYOND EXCEPT STAPLES IU( SECY�1ltMATEMP C INTRROL�JOINT DURSAi INSTALLATION —� PASTBNBRS TO DE DP4COD-7 •TOG. MAX VERTICALLY / !k TMICK COAT CEMENT /�--' UM LAYER FS, FOR'TIFIDER / DUILONG PAPER APPROVED METAL LATH FASTENED 4T' (VERTJ OG. MAX AT SW -PORTS WPM LAYER 4 STUCCO WRAF' WOOD SMEATMNG LATH SHALL NOT nk DE COi k4l" r• To A• A• To A• TIRO" CONTROL \ JOINTS BR al I A' Iv! BB STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM 01069 I.IOJA PLACED PLAT MAX. S' TO S' \ PROM CONTROL JOINT WEN CONTROL JOINT PALLS ON NOTE, / BTRUCTUIfA1. STUD L PASTRWa FOR LATH TO NAILD OK E•E STAPLES N COMPLIANCE IW ASTM CISSS i 2. WIRE TIES TO DE (NO. M) 01041V WRE / 9. BLOCKING SHOW( MAY BE N ADDITIC \ TO WALL 87=6 RISI TIRED PER PLAN / Ol P0.D NYAI� a Pr. A ®FOLD OtTNUM. PT. A 2. GEAAE a Mr. a 1 CRLHE a Pr.O ® L PDLD tNIMIO . Pi. A a ewAM • Pr. e 4 RGLD PT. O OAR PT. • TLL PT. G lcumm aorta+R..NI. Y• NOTTCM 0 WMTO TIME tm FOLD. m T CEMENT Id W. ) COAT bwm APPROVED BUILDING WW SHALL BE LAPPED A MNM IM OF 4'x4' SELP-AOMERING MEMBRANE L •' • VERTICAL LAPS (ROLL PLASHING (COMPATOLE WHOUSE 7� ENDS) 4 S' • HORIZONTAL LAPS. WHIP MATCRIAU OVER ALL SEAMS NEW TO EE TAPED LATH VERrICAL LAP TO BE r APPROVED HOUSE WW. WTH PORTIDER SMEATMING TAPE PLASMW9 To lXTIND ONTO PIPE / 1' OR LESS PPE / \ PM49TRATION / / 1• nN L4P a f7TAL 44TN \ \ pC X X X I X X X — — — CUT AND OYM AP ONE SIVE OP / METAL LATH SELF-ADFERNG MEMDRN•E IT PLASHING UMLAYER -L I r TMIM ) COAT CEMENT STEP,"*, aTuccoWwAP I PLASTER PAPewIf METAL LATH UM LAYER Q FORTPIDER / I USE, LAYER -2, FORTPIDER �BUILDNG PAPERWEE BUILDING PAPER STTJCCC`u�AlA�P INSTALL FASTENERS (CLIPS. WOOD SHEATHNG STRAPS, STAPLES) AS I \ I Iladup ED TO SECURE PIPE/ WIRE TO PRAMNG PER LAP2 SCALE. I V2'sl'-O' ® KICKOUT DETAIL CIAL PM PAPER ORATE MLT) WRB LATER % aTW:CO WRAPaw" GMT) L.AP LATCeA Q MU41*6 ~ oaR NAt Ns RAPAW ATOP z "wo DR tDrl..Dle cm � I • a WA" PLAGHNG KKK- R RANMM (Aa wTAv I IN I'C.t IAoaR.A WORAY.IUa(aIr UIIRAu ROQN6 PALL'"'"' AN7EIdG�tQ CIO loom . DRIP ■DOE, OVEEAP Y ext" VY EEL" ANEATNW.MECIWIICN.Lf PAAGIA IIRAP 041R TIAM MAL (.ero OR tICL)OER ao Nnr ar bK= SIDE LAPS OF METAL PLASTER BASES SMALL D! SECURED TO FRAMING I'EI'OriwA THEY SHALL DB TIED BETWEEN SUPPORTS WITH 0041E-K (ui-MM) ORE AT NTERVALS NOT MORE THAN S' (22S-MMA AS PER ASTM CIOSD 1AL I = REPAIR OF TEARS N WPM LAYERS, TEARS MAY Me PATCMED UV410USE NEAP TAPE PER MAN!. SPEC. OR PEEL ) STICK WOOD "An BUILDr PAPEP olucCA WOOD SHEATHING OR CMU WR5 LAYER AI, STUCCO WRAP (FRAME ONLY) 'j' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) -METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOF/WALI SCREED WXS' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4• S'xi' 6ELP-AOFE'JW6 MEMBRANE PLASHNG (CO•PATOLE W MOM WRAP MATERIAL) OVER 4'x4' SELF-ADFERING MEFORA)E FLASMNG OVER APPROVED MOMS WRAP. FL1SMNt4 TO lXTePID ONTO PIP!! CUT AND OVIRLAP ONE SIDE OF SELP-ADFERNG MEMBRANE PLASHING USE, LATER -2. PORTPIBER BWLDNG PAPER METAL LATH KLASHINNG 4'x4* ME'IDRANE PG OVER SlLP-AOFIERING MC('MEM OI!)1ME 4•r4' SELF-A1 MI0110 G MEMORAME PLASMIM OVER APPROVED HOUSE ~ B./UfMNG to ExraD aNTo PIPE CONT. BEAD OF SEALANT COATNM OVER STUCCO/ E T P WALL SOCTK*V SECTION PER SECTION RIOT ElaNbr IM1YD Arx1 porbwd Fatsrbr use al portlentl cerrFent pester she! comply Toth the eppl requirements of ASTM C 9264 92&12A. InstAUellon of e#erlor lethkp and rrenxg stW .IM ASTM C 103312A. LEGEND DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — - — — - — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R71031.1 / ASTM C-64-1-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA IT: 000W25 W. Ka 8 y N a stnsl)IV. all LOT: SILVERAD0 LOT 16 BLK 18 IPROJZCT# 04128.002 16181 MODEL: 4EBB 011828—CALI" GARAGE DITW iG: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B BACKER ROD BACKER ROD WRB LAYER 9, anrrn ujRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM PLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES, 9. TOP VENT CAP IS TO BE SET IN 15ED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED SO AS TO DMECT WATER AWAY FROM JOINTS. E-2 DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, V CAULKING • JOINT ALL AROUND PER SECTION R703.7 EAarlor Ia8161a and D4starht0 Exterior use of porgand 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, 9 COAT CEMENT PLASTER METAL LATH WRO LAYER 4, FORTIFIBER 15UILDNG PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.1.1 / A5TM C-841-0% MIN. 2.5 L55. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' r PIPE THROUGH WALL 1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER — UNDER '01.110K FLASH' A VENT PENETRATION SCALE- N.T.S. ELEC. METEF VERIFY LO fiicCN I V I�CtiGl YG STUCCO SCRATCH COAT s 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYELEND FOAM 7RSIMILAR) APPLY A SILICON EASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMEO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER N, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO PA EDGE APPLY E-2 SEAS OVER 60 MN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 0n: I�r _ a v Ala.. WOOD OWAT14NG 4M LAYER M, STUCCO WRAP 9lRd LAYER Q, FORTIFIBER BUILDING PAPER PETAL LATH Dp .FMiSH WOO# -FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX V TON MRYM„IA, I STRIP SELP R FLASHING, CLEAN K OEFORIll APPLYING V PMISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCKI e' WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANEFLASHNG OVER BOX AND OVER APPROVED WRB LAYER h STEP #1 STEP #2 V� UPSSTU LAYER N, STUCCO WRAP APPLY 60 MN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ® f MEMBRANE FLASHING `WIRE, LAYER 4, FORTIFIBER BUILDING PAPER STEP #3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) n_ METAL LATH STEP #5 STEP "re OELECTRICAL RECEPTACLE i"I N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeSigngrouP•cOm AA 0: 0003326 W J t5 b J i �e F DO 6 8 04128.002 16181 MODEL: 4EBB "1828-CALI" GARAGE SKIING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B [I] DATE 03/05/20 SCALE: 1/4"=f-0" SiIEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING - - - - - k 2 1/2' CORNER BEAD (FASTENER 4 SPACIWs ® l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeelgngroup.eom AA M: 0003325 6 Q oil 1111THT.J11 F-musSm ae LOT SILVERADO LOT 16 BLK 18 PROJMCT# 04128.002 16181 MODZIA 4EBB "1828-CALL" LEFT PAGIC: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) UJRB LAYER "2 (FORTIFIBER — — — — 5UILOING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOOD eNEATWW. eUa'4aaTne?eisrlva WEATFE:R REaeTWE 41/ DAIRIER 7 , - ` \ uP•rxl BViL aDaiCi / \ ' AftLF— FERMO �n.Aa° wo RNO s \ e �aem e oAqwGTARTER GIMP \\ \� e�ARroER �elol IVE \161151w y eADADHERM FLASHM oALYV META. LV rri�pp — •:• PLAeMIN2 lUlrbOxD erRRe l�Af^RI"OCit SIMLILATIV \� GAP UACALL)rM tPPROVE a:ALAW SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION L"i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.ebdeslgngroup.00m AA0:0003325 g a Ilp IXMDMSILVERADO LOT 16 BLK 18 ROJECT# 04128.002 16181 MODEL• 4EBB "1828-CAL!" GARAGE ISWINC: LEFT 1PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE I\ 1/8' TEXTURED I FINISH a WOOD i 1/2' TEXTURED j FINISH A CMU �\ METAL FASCIA \� WRAP Y6' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 �\ SUB BAND ONLY \ `\ I \ 1 ®ELEVATIQN ®PLAN A I• 1/8' TEXTURED 1 FNISH * WOOD, 1/2' TEXTURED FNISH • CMU METAL LATH METAL FASCIA WFAP IUOOD BNEATWW WRD LAYER 01. STUCCO WRAP(FRAmm ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) 2X6 BUD BAND tT ROOFNG CEMENT DRIP EDGE © F L AN 8 METAL KICK OUT —ROOF KICK OUT REMOVED i\ FOR CLARITY TROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) -'1/8' TEXTURED FINISH o )WOOD, 1/2' TEXTURED / FINISH ® CMU -2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL a STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x fL x x x x x _ .. �G7�1C.Z�x x SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU 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/Wx4' NOTCH O END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a 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/I0 'x4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.ebdeslgngrouP• AA M: 0003325 w C • 04 10 0 d $ 6 � a SILVERADO LOT 16 BLK 18 PROJMCT* 04128.002 16181 MOaa1[A 4EBB "1828-CALI" GARAGE 8TIMG: LEFT PAGM: WALL ASSEMBLY DETAILS: SUB -BAND %150 MPH 0 • •K Dw1ffi 03/05/20 aCALM 1/4"=1'-0" s FXT WA6 4" CONC. sLAe M TOP OF � SLAB 3-1- W-A" 28'-8" 3'4" 15'-10" 9%6" 9,_8• '-4" — 1 — — — — — — — FM-12X12 — . — — — — — — — FM-12X18 1.1 R 4" CONC. " a I SLAB w w F-24X24J * 3 1/2 J a r10'-0" 1.1 I EXTEND FM-12X18 1 I SLAB 1 1P1" I I 11 I I I � � 0POF I . I SLAB W I� M � I I I I I �I I I' I I 4" PVC 1 CHASE �:'fl— TE-t — — — — — •S 1/2 4" I 2'-8" I 3'_0" 5 " I I 4 I I m � EXTEND 1 2 SLAB 11/2' 1.1 " -- 1.1 FM-12X18 °R I •' ri 4" CONC —,-I 14w SLAB uj *31/ J I, *$7112 LL O , — I °4 il& 1FMC-12X18 FM-12X18 aFMC-1 4 L 1.1 FM-12X18 1.1 J 4 1.1 1.1 7-8" 16'-0" 7-8' X-10" 10'-2" 4'-4" 14'-0" 21'-4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE w0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", 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. 8. 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. 11.0INDICATED #5 BAR, =INDICATES #6 BAR,ENDICATES #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 2,000 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. 530-13/ASCE 5.13, USING: Fm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM 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 6.6 W1A.W1.4 OVER GENERAL 3112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARB SAME SIZE QUANTITY AS BARS] FOUNDATION WITH W' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG , l'-o" FM-12x12 12" CONTINUOUS 12" - 2) #5's FM-12x18 12" CONTINUOUS 18" - (2) #Vs FM-16x18 16" CONTINUOUS 18" - s + MC-12x18 12" CONTINUOUS 18' - s VARIES 24„ s 1441 N. RONALD REAGAN 81. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 1 w �a 000 Ro 1®$�j m J C i 5 BU13DIV. de X,071 SILVERADO LOT 16 BLK 18 PROJECTd1 04128.002 16181 HODELa 4EBB "1828—CALI' GARAGE 8WINM LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B DATF—AZ: 03/05/20 8CAUM 1/4"=1'-0" 8>1ET si 30" MIN. EACH WAY MONOLITHIC FOOTING Z. ...p Z STEEL REINFORCING IN GROUTED ? STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND r[— •� ° ° CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS (L t SPACING REQUIREMENTS o f -.. �c U y Lu m U �a W ° { T` >". 1eI— GARAGE DOOR w RECESS �p� 2y cc 6 1" FM B^ O a. Z `� 8" CMU WALL O 8" CMU WALL I I , . CORNER BARS, SAME SIZE AS BAR W w 8' Fi IN FOUNDATION WITH 3W LEG EACH "'III w U yy 5 +-0,,p. TOP OF SLAB +-0'-0' TOP OF SLAB .o WAY AT ALL CHANGES IN DIRECTIONS I ... a SO THAT THE STEEL REINF. IS CONTINUOUS • ° EXT. PORCH SEE SLAB SCHEDULE BAR SIZE 48 BAR OIA. - L - VARIE SEE SLAB SCHEDULE TOP OF GARAGE MATCH AMOUNT OF CONTINUOUS BARS I I1u °` o. CONTINUOUS STEEL MONOLITHIC CURB FOR MASONRY UNITS SET SLAB W/il2"ISOLATION :•__a 4' CHAMFER (1-STORY) 6' CHAMFER (2-STORY) 18" EXT. PORCH SLAB Wl12"ISOLATION 4"CHAMFER (1STORY)' Il,, 6" CHAMFER(2STORY)• FOOTING REINFORCEMENT SEE SCHEDULE=p. AT ELEV: 0'-0" JOINT (WHERE -. APPLICABLE) Z #4 Y4" SEE SCHEDULE �, JOINT (WHERE APPLICABLE) - .'T�� ° EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 36" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (Ie. 2 TO 3, PROVIDE 2 BARS), ONO #T 46" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0" 2 @ GARAGE SCALE;3/4"=1'-0" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN ul ' 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2z8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED S NEW REINF. BAR No 2 STUDS SEE PLANS FOR 4FSECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING, SINGLE GALVANIZED PIPE O G. SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE WEDGE ANCHOR W/ 2"WIFLANGE BTM. PLATE TO BE PT. G BASE I."W tL g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP ASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 8", LINO PLATE OXY 5-1/2" EMBED. MIN. Is-OC SLAB WH Od MASONRY O FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB AX. NAIL 16" O/C STAGGERED. ih = w SPECIFICATIONS FOR y ¢ BTM AND TOP PLATE ADDITIONAL METAL 2 a0 USE AND I ANCHORS W/ tOd x 1 12" CONNECTORS NOT SECURE FLANGE TO r PREPARATION OF COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4) I l4" X 2 1/4" TAPCONS C7 c HOLE. W. y HOLES, DO NOT USE 10tl W y UPLIFT IS PRESENT. W z 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE TOP OF SLAB . ; TOP OF SLAB ` 4" CHAMFER (I -STORY) 6" CHAMFER (2STORY) a. EQ. EQ. SEE SCHEDULE EQ, EQ. —SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION . INTERIOR CURB FOUNDATION WOOD WALL CURB FOUNDATION WOOD WALL 6 BDALE:8l4"=''-°" (W/ UPLIFT) $INTERIOR 6°ALE:3/4"=''-0" (NO UPLIFT) SCALE:3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO O a BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB WI10d MASONRY NAIL W 16" O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT REQUIRED WHEN NO C Ix O 8" CMU WALL UPLIFT IS PRESENT. b Z + p. POURED LINTEL CONT. (fYP.) 8" CMU FILLED CELL (TYP.) - TOP OF SLAB '�p•� SEE SLAB SCHEDULE 2X WALL FRAMING SEE SLAB SCHEDULE 12" DIA. SIMPSON ST52 BOLTS 5" -p• TOP OF SLAB ° • Z gq Z — o "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX so POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .:T . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION SDALE:3/4"=1'-°" (NO UPLIFT) I V SCALE:3/4"=1'-9' 1 11 SCALE:31C=1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 fXU �7 R yQ� $ i 5 4 BUDDIV ae LOT: SILVERADO LOT 16 BLK 18 PROJECT# 04128.002 16181 MODEie 4EBB "1828-CALI" GARAGE OWWO: LEFT PAGE: DETAILS %150 MPH EXP. B Dw1TZ: 03/05/20 SCALE: 1/4"=1'-0" BiIEET S1.1A 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.00m L AA N: 0003328 �a lit, III I L 1,j MM 9UDDIV. ae LOT SILVERADO LOT 16 BLK 18 PROJECT# 04128.002 16181 MODEL: 4EBB "1828—CAIJ GAKAGE 91WING: LEFT PAOZ: DOWEL PLAN %150 WH EXP. B DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HOR120NTAL REBAR W110" HOOK GROUTED BOND BE AM VARIES PER ELEV. — n Z iv a J` a O CLEAN OUT REQUIRED Q FOR INSPECTION G1 e .1, . p ^a 4 - I TIE` /ERTICAL REBAR TO HORIZONTAL a.: REBARWI-10"HOOK _�II�� BAR SIZE 48 BAR DIA. Z W #3 18" #4 24" ro U #5 30" #6 35' #7 42" El HORIZONTAUVERTICAL OSCALE: 3lREINFORCING EXT. PORCH SLAB W/ 112" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z Ell It STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q� m� �a Z 8" CMU WALL 0 M r! f SEE SLAB SCHEDULE Z w BAR SIZE 148 BAR DIA. > 4" CHAMFER (1 STORY) 18, O 6" CHAMFER (2-STORY) • #4 24" Z MATCH STEEL #5 30" i REINFORCEMENT 38" PER SCHEDULE #7 42" SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" NG REINFORCEMENT PER SCHEDULE CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdoWgngroup.00m AA #: 0003325 8 W. $ a i SUDDIV at EOT. SILVERADO LOT 16 BLK 18 PROJECT# 04128.002 16181 MODE1A 4EBB "1828-CALI" GARAGE OWWO: LEFT PAGE: DETAILS 150 MPH EXP. B III. IN NO DATE: 03/05/20 BCMX. 1/4"=1'-0" MEMET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 @ 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 / T.O.B. = TOP OF BEAM / B O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.OS =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (vs0 �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE 4 SPACING Est MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8"PRECAST & PRESTRESSED U-LINTELS 4UN0``0B0B SAFE LOAD - POUNDS PER LINEAR FOOT ��^ SAFPL LOAD w SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH BIL eno MID $Pram W%15 WIso via -ism anoo rns V`a a WA40 "Aft Pride OF" GPO TYPE LENGTH SUS RCMU TYPE LENGTH M►+T ~ Nta,r er,aa Na1r visa era0lr matt era+-tt ra4.v a�fstt wwu eraatt matt 8'C (4T) PRECAST 2297 a0N m0 61N OW Gam MR 1Gsai S'P (427 PRECAST 1025 1024 ISIS 3•4r (42) PRECAST WE m6 and 4w an0132 1001 900y dw 6111 7m7 N74 MR 1/00 14M Lea and 4304 oN m112 7001 4'-0' (48') PRECAST 1988 mt 27at am 4w OM70H N07 4'L' (4C) PRECAST M M 180I 4'-0' (480 PRECAST INS LN LID N/a 4m m we 2= dw Nis 1e47 W4 1014 11w 1383 2110 3w 3MI 4s70 aL em 4'4r (641 PRECAST ISE 101 2110 2031 a7N 4A0 mo and *4r (649 PRECAST SM M 1073 #4r (64') PRECAST 7m 7oN 2MT am 4Na 4711 Bm 2110 43M 0113 750 M =a 1,w Tap wo 2w IN6 4m 4711 6m VW (s47 PRECAST 1217 7m "a DE Ea"n are .aN 6'-0' 0149 PRECAST 477 411 746 8�' (84� PRECAST Im , 2m WE am m4R2 low wo mN 7w "m mg um iw aw am 41112 V-10' 1701 PRECAST 1082 ,tN 1173 tm an no am a470 B•10. (M PRECAST 940 99I 818 5-10 l70'1 PRECAST ON t ma 3107 IIm 4133 14M 2m ON IND 7161 ma m tm 1 200 1 ma 3107 aw 41N S$ (7n PRECAST 808 1m 2177 ado m1 3707 42113 am V4r (70') PRECAST 607 727 4B0 e'-0' (In PRECAST w i 2m 1m m im 2177 a110 w1 M Ow.. w 14U INN sm 2m 1 am 3712 r-0' (e0') PRECAST 743 +011 17N ms 2m LN am mN r4r (80•) PRECAST 424 634 303 Tor (M PRECAST 727 1 1 SOo 2N7 IIm mt 17o m1 aeN am eNr s47s In tm tm am 24L IIM7 am W-C 11 PRECAST ( 2') 664 m 1100 NL 2m ON sm mN SI' (112� PRECAST a7a 612 2so 9.4' (112� PRECAST Al 7N / M4 Isle"2707 2w m 72N 1m am ew sm m w 1310 ,m tw sm II8N 10'd (12� PRECAST 476 w w 12+7 ma 2777 210 m0 10'd' (12B') PRECAST 2M 401 180 IOd' (128� PRECAST w m w / 1 m, m 1w 1m 7010 Oo 47m w w 110 1m im oN >m 114• (tas) PRECAST aB2 m w tw tm 2m mtt 4001 11'�• (198� PRECAST 280 402 164 77••4• (1a8� PRECAST 474 GN w 1m 727 ,01 tm w so tm ,w am atsl 4w 4m w t tm 1w 1n0 21A 12-0• (1M') PRECAST 887 w m 1294 1664 24N 2IX o0 724r (144') PRECAST 244 402 197 12-0' (144) PRECAST 470 4N M. w + 1 ,w Be m 1L4 ,m 27N sw am 470 w la tm WM 18'4' (180� PRECAST 2B8 m m will t4L tm L10 LN 17i• (180� PRECAST 217 aZ1 110 i?i• (700� PRECAST 4N EI m m w 1 1m m m ws /w "a 2m Lp m 40 m 71N 14 +m IW-V (180') PRECAST 279 4N m ,ON 1101 tw 267 LIO 11'O' (188� PRECAST 206 283 100 74'-0' (180� PRECAST m m w 7m w um m ,m tm tm 2127 me 00 d 7i7 1m +w IPd• (IM PREPRESBED N.R. Nt at Nt III Wit w Nit Iwo (17 8•) PRE81N.R.294 N I1 W0 (178•) PRE m m m w w w P2 w w w 1m 1121 t7m 4N TN ,m tm 2m at?s an 15'4• (1841 PRESTRESSED NJL m "" NI "" m m 164• (784� PRESTRESSED N.R.ZW Ba 76'i• (1&� PREBTRE88E0 L4 m ma m 4sa N6 w w m + s11 I tw MII 770 1m 17A 80N LL L78 1r�' (208'1 PREBTREBOED NA NI m m Ni Nt Mt Nt 1r4• (�s7 PRESTRESSED N.R 191 84 ir•4• (pB'L PRE87 1O 192 m 1 m 40a w p of 740 w IN 1271 m 1478 w m m ,m low asmt IWW (292") PRESTRESSED NA 11It Nt N4 Nt Nl wNl t2�' )PRE MR 148 62 1V4' Mn PRESTO w 7I0 m m w m 447 m m7 mt m7 747 'w21'•{' as do m/Nr tm tw 7710 Q� PRE$IRE88ED NR m m m m m m m M" PRESTRESSED NA 126 42 214' PM PRE8TRE88ED 14II w m m m m m m 4o lr m w w +w too 8N m w 1114 INS US21'�' 22-0' W) PRESTRESSED NA m m m m Nit Nt m 27� ' PRE81gE88ED NA 118 40 2Y-0' (1847 PRESTRESSED Itt ia7 w m m m m 613 4N w w m w w to 316 m 7m 1047 1m tw 84'-0' M" PRESTRESSED N.R. m m Nt Nt 14t m 24'-0' On PRESTRESSED N.R. 01 39 24'-0• Mn PRESTRESSE0 7m 124 17s m 2p 810 m /o 416 w w 7o DO m q0 m do 014 w 1002 1m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDEO PERCENT REBAR. -ALLVALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTGRETE MAY 2015 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE 04TALLW PER MANUFACTURES SPECIFICATIONS -PROVIDE MNOAUM 4' OF BEA04 PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7744G078 FAX: 407-774-4078 wwwAbdosigngroup.com l AA #: 0003325 e 14 1¢y 42 6 8v8DIV. to LOT SILVERADO LOT 16 BLK 18 PROJECT1jI 04128.002 16181 MODEXA 4EBB 111828-CALI17 GARAGE aNING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH XP. B D Al 03/05/20 SCALE: 1/4"=1'—O" B*mcXT s2 #5 CORNER BAR WI 39' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W! 10" HOOK 30" TYPICAL ,R5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'•X8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m ,#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 7k = PLACE STEEL HEIGHT. Oe REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 V� TWO COURSES ARE BOND BEAMS WITH A#6 BAR IN EACH COURSE. TYR 8'k16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM oll COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / TOP FO CI G FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / A \��'b� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ,k =p15(GY�`- 8X16 DBL. BOND TOP OF BOND BEAM EACH COURSE O 8X8 BOND BEAM TOP OF r� BEAM W/ (1) #5:00 • ��(.�\� W/ (1) #5 BAR .� _ SCND BEAM F - FILLED W/ GROUT I .\�j.0� U =UNFILLED GROUT SOLID FROM NOMINAL LINTEL TO TOP OF BOND ING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 A\�O 16-1 T/1 M/ B 8X8 PRECAST CONCRETE 5 �fL LINTEL WI (1) #5 BAR (L2) NOMINAL—� LENGTH OF BAR= WIDTH OF MASONRY le HEIGHT #OF#5'S,TOP - OPENING -Z' BEAM DESIGNATION BOND BEAM COURSE OR IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8X8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" THAT XFXX-1TliMOBINDKATESADOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Lt)REFER AND XFXX - ITIOM/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T P OF OPENING PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEA45 MIN HEAD WINDOW SIZE .30D MIN EMBEDMENT 1 1/4•1 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 9,GT• 2X6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST 1a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" �^ EMBEDMENT 2X8 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W! IT O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMUWALL EMBEDMENT 7/18" OSB SHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION ARCHWAY FRAMING DETAIL SCALE: 314"=V-0" SINGLE #5 CORNER BAR, 3040 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 wwwabdesl{n{rouP• AA #: 0003325 4 10 aUDDIV. ae LOT: SILVERADO LOT 16 BLK 18 PROJECT* 04128.002 16181 MoDEL1 4EBB "1828-CALM" GARAGE 8TIMG: LEFT PAGE: DETAILS L150 MPH Ea. JB _aTJ '< xIIIIIIIF aA� 03/05/20 aCAL C: 1/4"=1'-0" SKEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 @ 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: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS 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)1; COMMON NAILS & SECURE TO BM. W/ �y SIMPSON LTA2 USED TO BRACE TOP OF WALL.' CA CJS F. CJ5 S' C Mm ■ tl ■ ■ N ■ N tl N ■ Ki 1 B ■ ■3.1 It It II N 11 X N X N N tl N ®a I AIOG -yaa=a.... aaaae--a®--vat----tam- a�a� A8 ------- - .—.aaa------- — -------- 'Al— - ' .va. ------ .s�aa�aaa®aa�a ----------- ------------- =.aanaa .. ------------- -.aaa.aa....a..--- ........... PREFABRLCATED ROOF TRL1s mQ8PO.C.MAX a. e. a... a... e>®a a:ases........... ij--m a..... a..... a:e s... e. a.III . a... a. e............a�. e.a...........a . . . . . . . . . .. .. . . . . . . Al ............... ..aa:....vas.:.. ............ .. —.7- :22"x54CC ACC" aedraEISS�e ..:.. ... a . a .. a.a.:.... a a............ve�a a...v........... ................IL ... a.......®....e.e ..e e®....s..e=_..�. AJ�a.a.......s... ®1A —'— OT av1 EJ2 QO ���7 FRAMING PLAN SCALE: 1/4" = V-0" '3 1 L z 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmuµcom L AA it. 0003325 -11 '1 loll I 4LLLL BUDDIV ae L/OT: SILVERADO LOT 16 BLK 18 PROJECT* 04128.002 16181 MODEIs 4EBB "1828—CALL" GARAGE BrIING: LEFT PAGE: FRAMING PLAN 150 MPH E . B AA NO DRINT A 03/06/20 BCALJB: 1/4"=1'—O" BImET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) iOd x 1 }° NAILS TO TRUSS PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON B{2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFMALUFLOOR HTSM20 WI1010d TO TRUSS AND (4)1 /4" x 2 114" SHEATHING (12) 1Sd x 1 J' NAILS TO TRUSS FASTENER SCHEDULE" TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND CONT POURED LINTEL OVER TRUSS (NOT SHOWN) C{i) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE OPPOSITE FACES OF WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/10 iOd TO ADDITIONAL PLY MAX. TO TRUSS AND (4)1/4" x 21/4" ix2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BONG BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS, CONT POURED LINTEL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV, COMMON NAILS SUBMIT SHOP DRAWINGS 171 O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) TITEN 2 ANCHORS MIN, B ALLOWABLE UPLIFT = U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1 a ''lb 1 c SCALE: =1 p 3 GIRDER CONNECTOR(S) SCALE: 3 4°=1'-0 (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING -0" 0'TO 30'-0" (1) "X" BRACE SEAMS) 30-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. RE-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/ (2)1 Od's @ EACH TRUSS TO BE INSTALLED 0 10'-O" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS SCALE: 3/4"=1'-0' NOTCH DEPTH 1/4.0 ,I HOLE EDGE >s/e'• T H OLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE <2/5'D SGL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER FOLLOWING SPAN ONNLYLY OLE EDGE -518" 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 (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WINO AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5'D DBL. STUD SUBJECT TO Fl AND F2 FORCES, STUD NOTCHING AND BORING LIMITS O ALTERNATE MATERIALS SCALE: 1 1/2"=1'-0" S SCALE: 3/4"=V-T 1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 w1ws1 a a a g atmDrv. & L,OT: SILVERADO LOT 16 BLK 18 PROJRCT# 04128.002 16181 MODEU 4EBB "1828—CALI" GARAGE 81INO: LEFT PAGE: DETAILS 150 RH EXP. B 06 L AR NO 9372V DA1'R: 03/05/20 SCALM: 1/4"=1'-0" w*mc= S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT Q PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX Q M1 FOR STRAPPING Q VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10ds @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3W'=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.corn L AA N: 0003325 A A a 5 BUDDIV. As LOT SILVERADO LOT 16 BLK 18 PROJECT* 04128.002 16181 U0DEXe 4EBB "1828-CALI" CARAaE SrIINO: LEFT PAGE: DETAILS 150 MPH B DIS=A03/05/20 SCALE: 1/4"=1'-0" SKEET S3.1B w VTCR SPACING (1) AT EACH END �5ti 2x4 BLOCKING BETWEEN TRUSSES VTCR AND V-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA. 4'4" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "A' BRACE 1111i5161 30'.i" TO 60'-0 (3) "X" BRACE "X" BRACE PRE-ENG GABLE TRUSS (1) G CENTER "X" 11 (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND \� FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH a (AS PER TRUSS ENG) � PLYWOOD SHEATHING, SEE "ROOFNWALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2,2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x\RUN 12"O/C ANDAPPROVAL SECURED W/(2)12d's@ PRE-ENGINEERED MA EACH TRUSS VALLEY TRUSS CONNECTION SCHEDULE GABLE END PRE-ENG'D TRUSS 2 BCALE:N.Ts. W/ HIP RETURN SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA k: 0003325 $a � b �7 sUBDiv ae L1oT: SILVERADO LOT 16 BLK 18 PROJECT# 04128.002 16181 MODEL C 4EBB "1828—CALI" GARAGE BWU4G: LEFT PAGE: DETAILS %150 MPH EXP. B D ARE&" 03/05/20 sCAm 1/4"=1'-0" a*== S3.1C I GABLE-ENp HIP ROOF WIND DESIGN PRESSURES 10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 1798 PSF (27.98) ZONE 3 = 3153 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHI iAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1r2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ 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 6-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL &TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' COX OR 7119' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. e Q Z W Z 0 (=D W Z =O Z E2 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J_a Z O 2 Lu m W , LL Y Z 00 QJ O z o z Z Z 3 w _ OL CD Zto � C� zW on. d U U Z e Z (Y Z to O W U 8d RING SHANK GUN NAILS @ 12" O.C, IN TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RnnP cuGerulNr —` ■== ==) 11 ----_`' c ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRMAING 8d RING SHANK GUN NAILS 40 6" O.C. IN FIELD O FIELD or Sd x 2 1/2" SCREW SHANK g O PNEUMATIC SCREW -NAILS G 12" 0.7 W 6 FIELD z OL TYP. 3/4" 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: FBGR 2017, Sth 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 ANO 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 SHOWN. 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 ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef 20 pst TOP CHORD -non-conwrteM 10 per BTM CHORD -non- current DEADLOAD DEADLOAD 15 Rd TOP CHORD 20 DSf TOP CHORD (7 pef "/ASPHALT SHINGLES) (10; wd No GYPCRETE) 10 pef BTM CHORD 5 PSI BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opet BALCONY LIVE LOAD 60 pd STAIRS LIVE LOAD 40 pef ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTO ASTM C33. MAXIAILIMAGGREGATE SIZE SFW1 BE 3W 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 Yr ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS. ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FO =1100 PSI AND A MODULUS OF PROVIDE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE INDICATED ON ELASTICITY-1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LIPPED 61NCHES AND SEALED WITH ADHESIVE TAPE, PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR 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 341, W/ DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSKNIS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th 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 THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP rn WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A155, GRADE 65 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 T CHAIRS SPACED 3'-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W / THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI 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: #4 BAR - 26" #6 BAR - 36' #5 BAR • 30" #7 BAR • 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. 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 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE 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 A 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 A446, 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 'TPVVVTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR T O O HE 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. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =17) MPH S- SECOND GUST (ASCE EXPOSURE B, RISK CATEGORY 10LAYOUT, INTO INTERSECTING WALLS AND HOOK AT ENDS,STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH BALCONIES (EXTERIOR) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS; DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE GUARD NTS: PASSENGER DECKS: GUARDS AND HANDRAILS: COMPONENTS: ANDSTORAGE:: 40p WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL N SLEEPING ROM VEHICLE GARAGES: 50ps/, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: VEHICLE AGE PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE SRMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL 70 THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CAD, GRADE Tm = 1600 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR WILL , S DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 RAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 et FOOTING D TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS PR AND SLAB BE COMPACTED A DRY DENSITY OF AT LEAST THE REMOVE M SHALL BE BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO YSHALL 7. T E MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1557. TREAT ALL MAXIMUM A SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. 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 CONTRACTOR'S EXPENSE. AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE 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 MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MD( PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S./- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITHALLTHE REQUIREMENTS OF ACI 301 AND ASTM C440R MIEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS RATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE NIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SWILL NOT EXCEED 90 MINUTE& IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH 13 HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONB): B. FOR CONCRETE EXPOSED TO EARTH ANDAR WEATHER 1-1/2' FOR 05 AND SMALLER 7 FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS I.1fY FOR BEAM AND COLUMN PRIMARY REINFORCEMENT. TIES, STIRRUPS 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. STRUCTURAL STEEL: 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 kN FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy= 46 kN. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S, Fy = 35 kel. 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 APPLILATxJN 313E TYPE SPACING RflMPof9 APPLICATKxI SITE ITYPE 9PACWG �1MRKB 1#PT FURRING TO -EH e'dC GARAGE DOOR BULK 1Id'DIA. TMCCN MASONRY B, 111Y'EMBED., 4- ENDIST, MA90NRYICONC, NAILII?LONG. TO MA90NRYILONC. NO WASHER FASTENER 11?EOGE019T. BID, AL. EXT. ODd19 .—ARDENED— G"QG Ww00W1000fL FA9 13 GARAGE DOOR BACK 1?Ow. WI EXPAN9N)N BOLT 21'OIC d'ENBEO., r E__T., 1x T'NENOTEB NAIL I LIT LONG. 9TAGGEREO INTOM 90NRYICONL. TOI—ONRYIDONC WASHER 3"EDGE GIST. wemweuac —HARDENE000L V_ wPmDwmoD mTENED AETAL9TwsT0 CONTACT THIS ENGINEER FOR SPACING —T.—NOTE. —INVLONG. 3TAGOE.. WrGMA9oNRYrcxxNL. MA9oNR1ICwG REQUIREMENTS EXT. SWING DOOR IY)Y149w. "Al— 1P dC ?EMBEO.eE`Ho NON -BEARING W000 R- ExPAN- fEMBED.A'END 3r dL EMPT,SEENOTEB NO WASHER FA9TN:R ,.11?EOOE d9T. WALL TO CONC.9LAB W/WASHER BOLT OIST.,TEDGE 04T. 3ATWB4xWi BUCK D.iSB•PAF 9'OIC IEND. DIET„11? "ToSTEEEL COL., SEE NO 4 WI WASHER 9TAOOEREO EDGE 019T. 1. STAAPPLES 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 NAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 6. 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 WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND ZX MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, ,O IGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdeWgngroup.com AA A: 0003325_- _J 6 C i 5 ITI I J BURDiV At LOT SILVERADO LOT 16 BLK 18 [pnoizcT# 04128.002 16181 m0Dmrit 4EBB "1828-CALI" GARAGE 8V►IMG: LEFT PAGE: DETAILS 150 MPH EXP. B DA�r!'M- 03/05/20 BCALE: 1/4".=1'-0" m*m]" s1 4. Sty