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HomeMy WebLinkAbout33626 Stella Vast Dr4 99 1828-4EBB--CALI99 HOMESPLAN 12602 TELECOM E:>F tiVE, TAMPA, FL 33637 Tel. (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PE1/A CODES FLORIDq BUILDING CODE, RILING NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE MAID 2 3 1010 CITY OF ZEPHyRW------.._ AZ EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: I DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . na=A Buamm cm, Im em >3unm `w) -ALL LOCH AND ��,� CODE -OCCUPANCY _ �,�E,y,M�t 4.�� � :CONSTRUCTION TYPE — VB ���+�W INTERIOR FINISH — CI113S B -BASIC HIND SPEED — Vult=150 MPH vasd=LLB MPH .EXPOSURE - B .t_y�OHY RESIDENCE _ :I-STORY RESIDENCE — MAX HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIRCONDITIONING ADJ. ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CAAB. CAABB`NEETER `� CLG. CEILING CLR. CLEAR CONC. CONCRETE CPT. CARPET CERAMIC TILE p DR T. �PH. DeL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETFR DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.GJFX. FIXED GLASS F.G. FUEL GAS FM. FINSH FLA FLOOR FLUOR- FLUORESCENT FIG. A FOOTINGFRENCH°OOR GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD IHIa HOLLOW CORE HDA HEADER HGT. OR NT HEIGHT INSUL. INSULATION INT. INTERIOR LAV. LUM. M.C. MFR. MIN. M.T. MTfL: N.T.S. O.C. PL P.B. PLT. PLYWD. PR. P.T. R. RAD. RA.EF REF. RM. R.O. S.C. S.D. S.H. SLIT. SHTHG. SHWA SIM. SL. SL.GL, STD. SWS TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. W/ WD. wow. W41 W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER METALT METAL THRESHOLD METTAL NOT TO SCALE ON NOT TO CALF PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISPR RADIUS REREFRIGERATOR TU&N AIR ORAL ROOM ROUGH OPENING SOLID CORE EXTDR SMOKEDETECTOA SINGLE HUNG SHEer SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TAB TYPICALYPICAL UNLESS NOTED VAPORraooF WASHER WITH WOOD IN WDOW WATER HEATER WROUGHT MON DATE DESCRIMON �,� �� � ARCHITECTURAL SHEET DESCRIPTION f/" mi FIG WDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG PG Pi —PLUMBING PG Ml—MECHANICAL PLAN PG Di —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL 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 WA6—WALL ASSEMBLY DETAILS O�Ij/I8 (.�D'S RE-�EBUED 024ua 51DWS ELEVAT06 ADDED CD'BRE-1681ED ��� FGOTNGREVISIONPERMDQIEB 0b4w CDs RE -Deli 02/" ADDED q pFOOTERATGARAGEDETAIL(FORTMTERB) 02mn9 PLAIMANT04MM 03ABA9 REVISED LNTEL 512 AT FRWR 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) 774-8078 Fax: (407) 774-4078 004A9 ADDED ADDITIONAL RECEPTACLE INGARAGE PER WILL SAT" (MELD) 1 SQ.FT. CALC. S 0444A9 REVISED FNAC VOLIPES ON BGFT CALC SCHEDULE (MELa) m/mA5 ADDEDTXTERIORMOW DEEP POOMWDETAIL WRIA(ORL) LIVNG 1828 BQ. FT. GARAGE 430 60. FT. ENTRT II7 S(a. FT. LANAI EE 60. FT. TOTAL 236260.FT. Ob1I2A9 ADDED LED LWHTB • KITCFIEN i DATHR00% PER MARK DOMES OVM" ADDED STONE OPTION ELEVATION C 4 D (TAMPA) OygNg ELEVATION'G' MDNG•ADDED LOUVER • GAME ROOF 10/M/19 ADDED OPT. a�-V CEILNG NEKNi'S 01/OVte REPLACE USP CCNNECTO%WITH Bd"04 COMECTORB STRUCTURAL SHEET DESCRIPTION PG Si —FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113—DETAILS PG S3.1C—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAHJNG OR EXPLANATION IN ORDER TO BUIID THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WII.L RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TAMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBIIM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ON ON BASED ON THE DRAWING SET. d N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA N: 0003325 [Elf ! . I _0 IIl I I v I � 11 11-M I I I I I I I I I 11m, 11iLIL., �o BUHDIV. !e LOT: SILVERADO LOT 3 BLK 19 PItOJ(ECT# 04128.002 03191 MODETA 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B 0 1; D TZ 03/04/20 9CAL C: 1/4"a1'-0" 8I;EET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th 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 WINDBORNE 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 ARCHITECTIENGINEER. 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 1.3/8INCHES 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.26 GAGE (0.48 MM) SHEET STEEL V 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 %x -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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'f INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 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, LINO. 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: 1. 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 ROOFNWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBOIO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED NTH %' 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. EXTERIOR WALL COVERINGS 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 UTERIORPINOM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FIRE RESNITANT CownWCTION 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. 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 I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S 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. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.8078 FAX 407-7744078 www.abdosigngroup.com AA •: 0003325 K$ a a 6 a BU DDIV k LOT SILVERADO LOT 3 BLK 19 PRoJECT# 04128.002 03191 uoDEL: 4EBB "1828-CALI" GARAGE 8WMG: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B i'RMT 03/04/20 DATE; DCALE: 1/4"=1'-0" sIiEET GN 39'-8' Ex Lm I, Io!IIo o,lYYY1lIo o - - - oIIYYYYYIlY1,o7YYYYYYYYY!o i � o',YYYYI;n - o piIYYYYYIIO — oI1fO � O O � ' \ -I \ Z p �' - on ■r00 - r ` - - o - � muo mm n - \ - .- - VAS pCODE RE0.- - jGMAGEo 0 ./ m - .. TRANS.Cm EGRESS aIYYYYYIIIo IoiBY�YYio I"ll u I&'-0'Xl'-9)'OJ4D. IOIIYYI'n =11� nUYYYo! -►f v �I unnnnm SQ.FT. CALC. S LIVING 1826 Sa FT. GARAGE 430 Sa FT. EN1RY 16 SQ FT. LANAI 66 Sa FT. TOTAL 2362 Sa. FT. &9C�IMO�rtEIT�AEaP0�8z0�010 dB18 CIBEBD BMW ZME 110llHMBD1W IEIIMRB NDTVIE ROOTAGE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING I6 5 24/-31 DR. MIN. CRITERIA 6GD. MIN. 41 5 23/-2S CRITERIA 16010 0F4D. 112 6 2CA/-22.1 BASIC HIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=1I, EXP.-B, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CMMDA15OLWI TOP PLATE 6 M ,BAR DETAIL 6CALE.I/2'-I'-0' B ARCH 1 DTL. SCALE: 1/4' - I'-0' NOTE: -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 51TE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE ECUIPPEp WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN T141OCNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/V (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. IA41 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX 407-774.4078 www.abdosigngroup.com L AA N: 0003326 S t aUDDIV. 8. OAT SILVERADO LOT 3 BLK 19 PROJECT# 04128.002 03191 MODEIe 4EBB "1828—CALL" GARAGE BMWO: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B F`PRA=-mT 03/04/20 aCALE: 1/4"=1'-O" 8*1ZET Al SHINGLE ROOF FYPON� BKTIIXII OR EQUIVALENT I' I6'X&2' FYPON DECORATIVE 84-UTTER5 OR EQUIVALENT 4' RAISED — 04ND (TYPJ (TYP.) ------- (T---------I HGT. j . \ FYPON LVI2X24 OR EQUIVALENT OPT. COACH LIGHT FRONT ELEVATION O'FIN. SCALE: 1/4 " 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FEsCR RI03A OFF RIDGE VENT OFF RIDGE VENT OFF® T AREA OF ATTIC = 2 SLL FT. NET FREE VENTILATION AREA REQUIRED = 11 wo REQUIREDVENTILATION AREA = 2364/3W 7.511 VENTILATION AREA X SQ, INCHES PER Ft. (114) = 1134.71 SO, IN. MIN. REWIRED VENTILATION = SX 1114.m IN UPPER PORTION OF ATTIC - 56736 SOL IN. OFF RIDGE VENTILATION AREA - 115 SO. IN. PER VENT 56736 /135 TOTAL tl OFVENTS REQUIRED = 4.93357 TDfgLAOF VENISPROVIDED 5 •AREAOFATTIC ISTHE PERIMETER OF THE HOUSE, LESS THE OVERHANG PoOR OF WALLTO EXTERIOR OF WALL. NOOVEAHARGSINCW DED 0'-8' BAG. W.T. MR Lw MA 11L REAR ELEVATION SCALE: V4 - I'-m' TEXTURED FINISH 8'-8' BRGT. HGT. 8'-8' BFV.. HGT F-1 0 0 FIN. FLR --' --------------------'—' '---------------'—'-------—(o0'-V' FIN. FLIP, RIGHT ELEVATION SCALE, 1/4 R I'-®' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-8' BAG. HGT. v N FIN. FLR. —_-----_—_—_—_—_--- N——---_—_—__�———�—�_ Am -m' LEFT ELEVATION SCALE. 1/4 • I'-®' TEXTURED FINISH Om I DECO. DTL. A SCALE: 1/2 " I'-V' '-D' FIN. FLR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroupcom AA IY: 0003325 S M � o ;-44D SILVERADO LOT 3 BLK 19 PROJECT# 04128.002 03191 MODELa 4EBB "1828-CALI" GARAGE 9TIMIG: RIGHT PAGE: ELEVATION T1 DN %44.150 MPH EXP. B N 07' DA�i'E: 03/04/20 SCALE: 1/4"=1'-0" aHEET A2 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e OOV OUTLET M AMP ■NOLE FO E IIOV OUTLET IIOV OUTLET VN OP OJM1OT WN■D TO WWRTOI —+Qa Ory IIOV CunzT EO ww E4" 9- NIEIMPRJ! (TAMPER POOMTAW TTPU @ 220V OUTLET (4) OM CONNECTION 1I� ■M. WATERPROOF OUTLET OR== MALT NI■RePI■n ewra( ItsOWTCN 3-WAY O'ER. $4 OWTON 4-NAY OPER I..O WALL Moun■D LIOIUT CEILMG LIGHT LED CLG LIAR PROM L4W @VP VAPOR PNOM Loaf Op mccom CAN e~. FAN I cam PER Ea Pr. VL4UT. MN �� I---- 1 FU( rNIPEes TED EY ® 2.0" WRAP A2e21►ND 7-EIO.E WRAP (R L ;ACE AIROMD 2' PLUOPMeeoa KA*F WCEN' D C d 4' TRAL7[ LIONT 0 PANEL OSD. E+ola D■T■etae "E( oR IULu eAREDN � SMALL EE A DwANCE OF NOT LEOO TEN 4• M110,01TLMIT IJ� NMTYW. am CufLET ► TNrLEPH M JACK QA4hOMCOVlCT WATER NUTB! 14 Ane OWOGNEcf TW ALE ON AGNM Fa TELEANON JAM NO O J-EO( TO EC SIN'POR7■D N AGCOIO/NCE W EON MA/gD M OUCH FOR aIlm sm CEILNO FANALIOW TO EE SUMMORIED IN ACC01ROANCK WV EO( MAIN= AS E)CN Fan p�ppr W INCANDESCENT LMM WMP ,.' ..ceWf Lk61RM4T aTRP nnno 41V MCNDQ/CENT LIOW OTRP FLOOD Laver MA.. 4 Mar IQ7P • Pa Paw-DRWN PM maim NINE mm • LOCATION OF T/ JACXO N PH" OJTLff% N PATM TO ME VIEWED • NOMEOWEn PRE.00NOTRUCTION MEETM • ALL IS N 20 AMP 61%47CW CIRDOTO TO EE ARC FAULT --I-,- PER ELECTRICAL FnOVM10E OF mm TIODW r2aM) N 21ED ON CteOICUDR MDLA •••• - ISLAND (NOT CK KITCWFN C11111CISIT) DIONW1bR DMCOOECt TO LOCKOUIN PANEL T EEFAN TO HAVE MN CAPACITY OF 80 C!TINTERVTTNf PR ELECTRICAL PROVISIONSOF SECTION MTINT! Floe ATu I 120 r24NT1 • LAU ORY ROO7.1�6PtACLE 014LL EE apom FAULT CIVICUIT•■ItEM1"m PROTECTION FOR PIIUONNLL ON F■EDfR6 • WRNG Mill SHALL BE NON METALLIC CABLE PER ELECTRICAL P"OvNNONb OF FEM An( ® (291T1 • ALL WORK TO CO'PLY WTN ELECTRICAL PIRONOION6 a< THE FBCR ATN Nm []OITl • LLL LATPM aaALL eE 6■LEmTED EI 4WIAND Yt aaYTNtl TLMMT E■ ElAST B1C1IM lf I CEILI MTO. LIGHT 1 ��� WIRED LIVING ROOM TO BE INSTALLED, CLG FAN 7 PROVIDE V J PRE -WIRED ` J-BOX FOR \up OPT. FAN I \\I GLG FAN(t J / DINING n ROOM s-s• 1 4 1 - -------- CABINET-- W� • 1 r ro I I � I 9.I.C. ♦\ I �— I-------- OISPNUI ES /� PRE -WIRED CLG FAN SAN�---" DEN HOOD WIRE W/ OUTLET FOR I I t — ® FUTURE MICRO FT1LG FAN BDRM. j \ CFAN II F — `• II I I RAI CLG FAN \ I — GpI 1 44'AF'F. r P.B. FOR GAPLAGE\ r wH 1 DOOR \ I —_ 7-•C I r \\ I --1 L AS RECL Sol- LARD WALL MOUNTED PER BLDG. LKsHT W/SWITCH IN CODE BATH (!z i ® I \ ATTIC / / 'y-.( GF ) ( j CLG.I KEYLESS OUTLET METER BDRM-j FIXTURE G VERIIFFY oYER IRRIGATION LOC. OUTLET E 48' AFF. GARAGE GFI PRE -WIRED / CLG FANFOR I 1 CHIMES 1 . ILLH \ - - - - - - - - - - - - - - - - - - - - \`______________ _____ OPT. COACH LIGFIT ELECTRICAL PLAN SCALE. 1/4' • I'-0' I I L I LED LIGHTING @ SINGLE LAV. E BATH R I I � I I I I e I I I I L I LED LIGHTING C� DOUBLE LAV. OWNER'S BATH caSc-SM7m. �■rr�m �c��-^^-� �® INNER SEES PANEL -A i ■IE:'mo 00�0©0 O ■.'6SI",L�ST7"�1EN6'n�m ffm tM■R7 Solmm7 mm t m®room ORION i71a�.Tra �as7mn�'�^^rtT�r,�srm Eff!IIIIII e.7i�iF�r2RA'T�t",m� EM��(•"'7"�l'L""l;'i��O f.i1E4i')•R^L^n'.TR•�.."SE■6'i� i'1iG:7C�71P='R.7RR!{.;.aT3d i57i��3'r� ���F"'i��i7 E'7iG'l�r+r--'TT^.a•rt�F)♦ ENRON �� �,. ©©®C � a ,. . ©OE3� OC ���■■� Nor.-.= m ■> �s t 150 AMP ELECTRICAL RISER F OL TWN • IY W IN2' CONOWT OR 3 Fa OJ IN2' COOUR. NOT To ■CALL NOOMI/INAATION SERVICE ■ DMCONiGT OWTOW AND VOA 004MVAL NOTES, M ■I.EOTRIC METER IN 1 A MACTIWCAL MAT■RULO AND OETALLATIOIE WALL NOPM M OIgAEUt CO"PLY tlNT 4 ELECTRICAL PRONOIONO OF THE Ili 77) LOCAL CCCO■■. MD ALL LOCAL PO■CR �, E. ALL CON 1=01416 ONALL = TYPE TN NfrW M ML■OO NOTED onam"E. COMPANY PRIOR TO DIP. -"' T6i41RE NERVIa GiELE TELEVMION TNIRMlG7 R■RVIC! ■NIINNC[ EOWM'ENr EOIRTlR y y M7lIROwALTET OIONS VOLT LOW O L VOLTAGE CONNECTIpB 1 q CU SEIRVICE 40111CU D CON SCTED TO CONCR■7■ INCAARD POOT■R STEEL PER E ECT18CAL PIROVISIONM OF THE EIGNIjMi EDITION (20MI 6W VIA X O FT LONE COPFER CLAD GRIND PICD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,8078 FAX 407-7744078 www.abdeslgngroup.com AAt.0003325 C ja HIM eVHDIV. Ae IAT: SILVERADO LOT 3 BLK 19 PROJECT 04128.00 03191 MODELS 4EBB "1828—CAI.I" GARAGE 111WING: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B i i I I I I EEII LA I 14'-3' r I I � I I I 1 I — I I I I n ====r I I M 0 I II I I I ii I II II u -- n 21vrR KITC4IEN VTR SINK W/ (1112• — — — — — O I/2. 2, AUTO VENT L-----� I ��F�11/t i I IRi� •LEC 1� I/i'I�1� V2• 2 /�I 1/2 ,(� �• I AV TUB 2 I LAv I •Z.i�` I� LAv I I WC 3 3 I I 3' 3 11/2 SHWR — — — — — T WASHER a, 2 i CO 4 4 TO MAIN PLUMBING RISER DIAGRAM I PLUMBING PLAN SCALE: 1/4 • I'-m' i441 N. RONAL.D REAGAN St LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744018 www.abdaaigngroup.com L AA M: 0003325 a 8 O u gg auDDIV. Aa LOT. SILVERADO LOT 3 BLK 19 PROJECT* 04128.002 03191 MODEL 4EBB "1828—CALI" GARAGE 8wa7G: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B D TM 03/04/20 aCALE: 1/4"=1'-0" a*== P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT 5MLL 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 FAB 4 MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NFPA WA 2.3U 4. FRESH 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, SHALE. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TF4 EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603A 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBG 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO DE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL, HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR$ TO RESET DAMPER ALL DAMPERS $HALL BE INSTALLED TO MMG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH 15ALANCM 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 DIFFUSER RETURN AIR GILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TR W l BALANCING DAMPER OR OBD CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT B PA88-THRU AIR GILL NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE PPE. ELEVATION. r/L \\ / 6. 0 ALL HVAC TO HAVE PROPER 12X8 - --- PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER - - - - - - - - - - - - - - - - - - - - 10X6 ATTIC W/ (2)-3/16'X2' TAPCONS UNIT N WB ROLL STRAP I I I 144XI4 O OR EQUAL OR EQUAL 4'� 50 0 CEILING O O EXTERIOR WALL a6 CR'I PLENUM T y AIR RETURN:114 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) bXl 1/4' SHT. MTL. SCREWS ' ' I 14' - - - - - - SUCTION AND LIQUID i I uRICHE AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD LAUN i n EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. O OVER HEAD • 12' FROM STRUCTURE 3 EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB O I Ii BDRM. 4/ T REFRIGERANT LINES TO T PLATFORM RETURN CONDENSING UNIT 1 I 10X6 4-0 RIER TRAP DRAIN LINE AND TERMINATE V.TR IN AN APROVED DRAIN, AS PER .� FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2A - - HVAC DRAINS 10"6 '®' - 4' LO SCORIATED NICKEL BRONZE FL. PL. FM. FLOOR OR WALL COUNTERSUNK GA. PLUG � 14X6 f`rG�JI 1, II gg�0 GFM 8X4 I I I 1 BATH # I I ° L-----J 14X6 �I 4 SEE SPEC rplu '4 I (.ARA[.R �T �-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTIMPEC nFL00R SLAB CLEAN -OUT (TYP. FIN. GRADE OR PAVING I'-8'Xe' CONC. FITTING OR EXTENSION TO $OIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (T MECHANICAL PLAN SCALE: 1/4 . P-0' 1441 N. RONALD REAOAN BLVDJ LONGWOOD, FL 32750 PH: 407-7744078 FAK 407-7744078 www.abdesigngroupcom AA A: 0003325 _ Q a p pp W�U 88HDm & ULOT: SILVERADO LOT 3 BLK 19 04128.002 03191 moDZxA 4EBB "1828—CALI" GARAGE 81117aMs: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B PER�are� 1 2X4 TOP PLATE F. :tip T V2' CLG. BOARD r 1/2' DRYWALL SECURE SIT. PLATE TO 8LA6 W/ Wd MASONRY NAIL • 32' Or — MAX PRE-FAB TRUSS 2X4 WOOD STUDS •24' or_ BLAB STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. R.R. T � ' I (2)TYP. INT. WALL ( NON— BRG. ) D1 SCALE: 3/4'.I'-V FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1.1 ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK. 2 COAT PORTLAND—U-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR S/8' GYPSUM BC OR 14' HICsH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (0- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.1'-0' ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION R-4U INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPEGFICATICNS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. e' cm IR' GYP. W-. BD. - WOOD BABE — FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS08.0 ON 1}' O.S$ SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR � U-1 a, <. a . a• 4. W/ WINDOW OPENING H TYP. WALL SECTION NO OPENING NOTE• PER SECTION S05.1.1 - FOR ROOF TO LESS THAN 4:12, A (1)1—STORY HIP BLOCK WALL (2)LAYERL2:IUNDERLAYMENT SYSTEM D1 SCALE, 3/4'.I'-V' 18 REQUIRED. FOR ROOF SLOPES OF 4:I2 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4865 TYPE IV, OR ASTM D 6151 :," No am IY LN i no •JWA PM AM LM 'cm r on. N- wx Goo s.r 2B GAS LINE THRU BLOCK rxa, w•.r•r FIBERGLASS SHNGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON a' Os$. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORILAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' cm I..,. TYP. ON MW 6ER11 AL by OTME u eoae I� Kam= T 'x 1• or Ot11lw6 MY KALFTOW on TRACK ao ro waw,7 7wpol aeAa@Ts oCUCT A PINNAL arrwowu.wen a GARAGE DOOR JAMBS D1 SCALE: 11/2'.i'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER O30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.IJ ON I}' Ob$. STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE �—PRE-ENG WD. TRUSS TYP. oN. MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED S/a. GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION - 1/2' THICK, 2 COAT WIDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED ,. DIRECTLY TO MASONRY x2 P.T. FURRNG STRIPS • 24' O.C. 1/2' GYP. W-. BD. , Cm WOOD BASE 0'-C' FIN. FLR a ,a 4. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING t/'511—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'• 1'-O' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 wwwabdosigngroup.com AA #: 0003325 pa, � J b FF N X 0 L; 74VSDIV Uk LOT. SILVERADO LOT 3 BLK 19 PROJECT# 04128.002 03191 1[ODEL: 4EBB "1828—CALI" GARAGE 99WDM: RIGHT PAGE: DETAILS %150 MPH EXP. B R M,l TO ® N-SECUPS 2X4 ONy MAT TO BLK uV CUT NAIL& eroae, 2X6 4ARAW DOOR WJCK uV (0) R VW A-DOLTO 4. WIMDMENT MN, W/ 2'X2'4 WASHER AND NI)T &PACED EVBILY MWM MAOR TO C-QtA iE DOOR HIDR N JONM PRIOR TO FLLNR 1.2X1 PT DLOCIK • CENTER OF is DOOR HEADER WKUX')W J-8M% W SIMIDMENT W/ 2WIW WA&MR AND NIlT. ALL ON" CE N A=12MANCE TO M~ACT1 PO" NeTALLATION 2MTM=TIONB UI E W eW64 NSTft=I" ARE MORE STIOrAg T GARAGE DOOR rliBUCK ATTACHMENT I,•- r?iOl L�1 I'X4' OR I'X2' P.T. NAILER a Ix4 P.T. OR %*X4' MIN. SECURE THRJFRAME 4 EXTEND I-Ys' INTO BLOCK W/ T1(s' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE H00 MIN. EMBEDMENT 1-Y4 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING \ DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 814IM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +5/4 A VWDON TO BLOC +3 4 OR +5 4 E= KT . 2X4,m SECURE TO BLOCK W/ V(e' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' OTC. MAX SPACING. 2Xb,m SECURE TO SL W/2-V&* TAPC0NWMIK BANG SIZE .145 MIN. HEAD SIZI411O MN EMBEDMENT 0149 WITHIN 8' OF EACH END 4 8, CMU 18' O.C. MAX SPACING. V DRYWALL 2X8,m I'X4. OR I'X2' P.T. NAILER SECURETAPC,TOBG, LOCK W/2_%, OOR CASING, (MN SWANK SIZE J45 MIN. HEAD SIZE 300 (ATTACH OOR JAMS OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER OT14IN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" /^n1 11INDDII 70 BLOCK +1-1 ' u E= N.TJl. 2x4m SECURE TO BLOCK W/ Il(e' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3O0 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O)r. MAX SPAGMG. MUST BE ON OUTSIDE 4 2x6m SECURED THROUGH SECURE TO BLOCK W/2-V*' NON-STRUCTURALTAPOONS '16' (MIN. SHANK S1ZE .145 TAMIN. 1 MN. HEAD SIZE 300 EMBEDN EDMENT INTO BLOCK CMU MN. EMBEDMENT IY4) R WITHIN 8' OF EACH END 4 o DRYWALL 18' O.G. MAX SPACING, ❑ 'X4' OR 1'X2' P.T. NAILER 2X8,m SECURE TO I5LOCK W/2-2J(e' ){e' OJ3$. X 4' MN TAFAC0NO (MIN. SHANK SIZE .145 DOOR CASING MN. HEAD SIZE 300 1 DOOR JAMB OR WINDOW MN EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS, O.C. MAX SPACMKs. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15/1p" C w K +111 8 E, KT . 2X4,m SECURE TO BLOCK W/ 14- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64s SECURED THROUG;W SECURE TO BLOCK WFJ-i(e' NON-STRUCTURAL W6' TAPCONS TAPCON MIN. 1-Y4' (MN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT I Y49 8. CMU WITHIN 8' OF EACH END 4 )f• DRYWALL 16' O.G. MAX SPACING. 2xa4 ❑ I'X4' OR I'X2' P.T. NAILER SEA PTO BLOCK W/2-%' CASING (MN SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') TTAC 4 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMS JAMS (DO ��NOT EXCEED Y49 n 11DOORMW TO BLBOCKK+22IX \,VOCALE, KTA. 2X4= SECURE TO BLOCK W/ i(e' TAPCONS (MIN. SHAWL SIZE 145 MN. HEAD SIZE 300 MIN. EMBEDMENT I )4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH BLOCK W/2-%'NON-STRUCTURAL %' SEAS STO TAPCON MIN. I'A" (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MN. HEAD 812E 300 • cm MIN. EMBEDMENT 1.1641) DRYWALL WITHIN 8' OF EACH END • 16' O:G. MAX SPACING. 4' OR I'XJ' P.T. NAILER 2XD� r SECURE TO BLOCK W/Z-%, TAPCONS DOOR GASNG (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18. O.C. MAX SPACINw, MANUFACTURES DETAILS. •„i Wt M MiaD 1C M1IM Y1ta (GO,tlI eta®M') DOOR JJLIIB TO BLACK +3" int 111=W TO BLACK +3" " SCALE, N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8' OP EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6=m SECURED THROUGH SECURE TO BLOCK WR-%' NON-STRUCTURAL %- TAPCONWMK SHANK SIZE TAPCON MIN. 144- 145 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT I Y4) 8. CMU WITHIN 8' OF EACH END 4 jj• DRYWALL IVO.G. MAX SPACING. 2X8=m 2' VX4' OR 1'XP.T. NAILER ' SECURE TO 5LOCK Wd-IJ(ATTAC44 2X SECURE TO TAPC0WMN SHANK TRUCTURAL MEMBER 145 /(2I2d WITHIN 8' OF EACH MN HEAD SIZE 300ND 4 8' TO S' O.G. MAX MIN, EMBEDMENT I Y4')OOR CASING WITHIN 8' OF EACH ENDOOR JAMB OR WINDOW 18' OG. MAX SPACING,. TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3' F +" SCALE. KTA. 2X44E SECURE TO BLOCK Wb4 TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 A4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18. O.C. MAX 8PACING. SECURED THROUGH 2X6,m NON-STRUCTURAL)16' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-), TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE -ACV a, CMU MIN. EMBEDMENT 1 Y4) ' DRYWALL WITHIN 8' OF EACH END 4 IW O.G. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2x8� a SECURE TO 15LOM WA-1/4' 7%' O.SJ5. X 4' MIN, TAPCONS (MIN. 814ANK SIZE 3 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. x,ltMel M"Imm-M1—0("—M.=w V) DOOR JAMB TO BLACK +3-7/18' G" A TO BLOCK +3-7 18" E: KT . 2X4m SECURE TO BLOCK U4/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X 18' OIL. MAX SPACING. MOT BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL Ills' TAPCONS TAPCON MIN. I -A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MN EMBEDMENT 149 8' CMU WITHIN 8' OF EACH END 4 )S' DRYWALL 18' OIL. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER 2X8� SECURE TO BLOCK WA 1/4' ' P.T. X 4' MN TAPCONS OOR CASING (MN SHANK SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN8' OF EACH END 4 TTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H WNDOR TO IAC +3 3 4" E, N.T . 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-7746078 FAX 407-774-4078 www.abdosigngroup.com AA N: 0003326 E A R Q V SUBDM 8s L071 SILVERADO LOT 3 BLK 19 PROJECT* 04128.002 03191 "ODEIA 4EBB "1828—CALL" GARAGE BVfMG: RIGHT PAGE: DETAILS %150 MPH EXP. B 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 12/32/2020 11473.10 SIMSPON STRUCi. 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 13872.4 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 12/31/2020 10441.4 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 108W.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 STRUCi. 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 10531.16 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 153S3.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1S076.1 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 S684.3 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 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2027 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM IF W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/08/20 1441 N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 VANW Abdeslgngroup.com AA S: 0003325 a g BUDDIV. & LOT•. SILVERADO LOT 3 BLK 19 PROJECT# 04128.002 03191 MODEL: 4EBB "1828-CALI" GARAGE XWMG: RIGHT PAGE: PRODUCT APPROVAL LISTING %150 MPH EXP. B COTE, APPROVED BUILDING WRAP PIMOR"ED CONTROL JOINT PLMNSE OF CONTROL JOINT& Td BE WARD TED TO LAT14 • 9' O.C. MAX (VERT.A NOTE, DO NOT FASM CONTROL JOINT TO WALL EV@N P 67M EXIST& BEYOND EXCEPT STAPLES Wr SEC. E C:OMAY N ROLBE LJJOIN T TEMP. OURNG INSTALLATION —\ FASTENERS TO DE 6PAC$D • l• OL. MAX VERTICALLY i "' TMICIL 3 COAT CEMENT PLATER WRD LAYER 4. PORTPIDER BUILDING PAPER APPROVED METAL LATM FASTENED n' (VEEP.) OC. MAX AT SUPPORTS WlR6 LAYER % &TueCO URAP WOOD SHEATHING LATH SMALL NOT -- - SE C:ONT1140006 r ro �• a• ro A• TMROUGM CONTROL \ JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM CM63 1X4 IBLOGlCM l'N'u PLACED PLAT MAX 6' TO S' \ PROM CONTROL JOINT WHEN CTNTRROL JOINT FALLS ON NOTE, \ L PASTEFER6 FOR LATH TO BE NAL6 OA 6TRJCTURAL STID STAPLES IN COMPLIANCE W( ATM OW69 2. WIM TES TO DE 040. 10) PAWS* WIRE & BLOLTCNG 640M MAY BE IN ADDITIOyr \ TO WALL STUD6 REQUIRED PER PLAN / Ot TCI.D MIYIO � R. A ®rotD OL ICLD IN4Y0 PT.A 2. CRAM a PT. & x CR4AN a Pr. c ow scato PARAP 3yI Exrov Vr EAI.O21 6lAn4N% MaL(NICALLT PA31ON 4. aM M4X Ol iCLD 44241p A PL A 2. CRAP a PT. 6 row w • ® t Ft:lO NEIMO • R. A 2. EDAM 4 Pr. • xelwt.R.e L i TILL let. c T.O tollcmilliioTrorl N,.YI11111W! v� r wormm PLAN" 'L""N YY.IER T1EMr "Ohl. POW. GQ AR Co. ICK, 3 COAT CEMENT V" 011LA774 VU' 2 GOAT 4r FLA.,E11(aw LAYER'S. IORTPISM :11142 PAPER OR" ONLW LAYER'L CO WRAP(pr m cILY) PAA" ~ (M 6®L INSTALL K70(cvr RAI14N6 AT 6dRR'I O)11nCF ( W.LL NTMYECTI4TIN SMALL BE LAPPED A Mi OF 41r4' SELF-ADiER INS MEMBRANE 1 W • VERTICAL LAPS (ROLL FLAMING (cOMPATIDLE UV MOUSE 7\ ENDS) 4 6' • MORZONTAL LAP&. WRAP MATERALJ OVER ALL SEA'76 NEED TO BE TAPED LATM VERTICAL LAP TO DE I' APPROVED aDAeE WRRAP. WITH FMI rNIER SMEATMING TAPE PLASNAJG To ExTen ONTO PIPE \ I' OR LEGO PIPE / \ Fl64ETRATION / I' MN LAP • METAL LAM \ pC X X X I CUT MID OVERLAP ONE SIDE OP X X X — — — FETAL LATH SEI.P-ADHERING MEMBRRANE IT FLASMNG UM LAYER'L I it TTICK 3 COAT CEMENT STEP 01 STUCCO WRAP I PILASTER FETAL LAT14 WIm LAYER -2. FORTFIDLR / I WIm LAYER 42, FORTPIDER \DUILDWi PAPER OWLDING PAPER &TT UCCUNM 0 uARAYER r INSTALL FASTENERS (CLIPS, 1 . WOOD ONAT14M STRAPS, STAPLES) AS RICARIRED TO SECURE PIPE/ WIRE TO PRAMIIG 2 VAEER LAP SCALE. I V2'•I'-m' ® KIC KO UT DETAIL ITT a (111" on NOTE, SIDE LAPS OF METAL PLASTER RASES SMALL m SECURED TO PRAMNG ME'EEm. THEY SMALL M TIED BETWEEN SUPPORTS WIT14 00416-WL CUI-MM) WIRE AT NTERVAL6 NOT MOM THAN 9' (2MMMA AS PER ASTM CIMS 1AL PM REPAIR DIP TEARS IN UM LAYERS, TEAM MAY BE PATCHED UYMOum WRAP TAPE PER MAN IF. SPEC. OR PEEL 4 STICK WDTD 6TUC SNEATMMG Lr, ' WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER ROOF/UJALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) -- GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.TS. PIPE N.T.S. 6 SELF-ADtERNG INO'ISRANE NNIe. (COMPATIBLE WV MOUSE nT=p CUT AND OVERLAP OE SIDE OF STEP 02 PL�ASW MEMBRANE Ulm LAYER ,, STUCCO it~ Ulm LAYER -2. PORTPIDER BULONS PAPER METAL LAT14 6'z4.• OW-ADWERNG MEMBRANE PLASWNG OVER APPROVED NOOSE WRAP. PLAL&HA4G TO 1(�(TB.ID ONTO PIPE COINT. DEAD OF SEALANT AIR SECTION PER SECTION 7g�7 FJE214r lain 10 Exterior use of Portland wrnenl plaster shellcolaply wAN the applkaam regU.emants aASTN C 92612A trials dm a exterbr 1ea1219 entl ireming stlell xWl ASTM C 108312A TION DETAIL (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER '"2 (FORTIFI5ER — - — — - — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO • A0 %//////////// SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.1.1 / ASTM C-84-1-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 all Wgg a � AN SVSDIV. & PAT SILVERADO LOT 3 BLK 19 PROJECT* 04128.002 03191 MODEIA 4EBB "1828—CALI" GARAGE 9WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(8) AND 80TTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO ISE. L BOTTOM. 2. 81DE6. 3. TOP VENT CAP IS TO BE SET IN DIED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO ISE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE104 CAULKING a JOINT ALL AROUND PER SECTION R703.7 ExWlior Iathlw and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER 11, STUCCO WRAP 1 'X: 1 ..: HOODED VENT ]' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 9, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO LURAP) WRB LAYER e2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP / SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP t SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANIF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO FiRLN IV I�C6.CIVC STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "I a"— '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA ECAGE APPLY E-Z OVER 61V MI GRADE '0' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD SHEATHING LAYER h, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH CONSTRUCTION Y�WOOD FlyN16H •TEXT OD FASTEN TO WOOD STRUCTURAL k MEMBER • T' O.C. MAX a CMU ali�TON �" L —. A ADHESIVE FLAGWW6, CLEAN MASONRY BEFOR! APPLYWG HORIZONTAL WEEP SCREED (FRAME TO BLOCK) B' WRB LAYER 7, STUCCO WRAP 4.t777 CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF-ADHERINCs MEMBRANE FLASWNG OVER BOX AND OVER APPROVED WRB LAYER h STEP #2 WRB LAYER 01, STLICCO WRAP APPLY 60 MIN SEE GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER °2, FORTIF15ER 15UILDNG PAPER STEP 1*4 ELASTOMERIC COATING OVER 67UCC0/ C.V. IF (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN 8LVD{ LONGWOOD, Ft. 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoeigngroup.com AA0:0003325 g $ O eJ J � gg �a i ounDias LOT SILVERADO LOT 3 BLK 19 I v ROJECT* 04128.002 03191 MODELa 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B Ft n03/04120 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2' k CORNER BEAD (FASTENER 4 SPACING A 1' O.C.) CMU %* THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ( 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-774E078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 W. of 0 sunD:v. ae IAT SILVERADO LOT 3 BLK 19 PROJECT* 04128.002 03191 moDEIa 4EBB "1828-CALI" GARAGE 871ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO DwYTRJCTION v- UK= SWEATNN6 WVATtl RF616TWE / WEATHER WEATHER I�EM11YE _41� 1 \\ Rbn eA�E09aaTIVE GTARTlI! aTRIP \\VIRATMER \\ D.4RtlER IIE&aTIVE `ti SELP-ADMEWa GALY'D METAL an GALVV METAL 'Z' R.:AlM4M 'T FLAGWNG I ' x . off -t AMEMEi 0 CAGM V ' k �' X 6' aR7LATEDw� rRl, MEMOERGAP We-ALKNO R T CASM ` CEB2 SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITIONS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 E $a� a 0 lPm VRDIV. as LOSILVERADO LOT 3 BLK 19 OJmCT* 04128.002 03191 moDmu 4EBB "1828—CALI" GARAGE BWXKG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B I I i I I 1 —2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ I\ —1/8' TEXTURED I FINISH ® WOOD I �� 1/2' TEXTURED FINISH ® CMU / �\ —METAL FASCIA \� WRAP Ye' FROM STUCCO, I' FROM WOOD WALL —EXTERIOR WALL (FRAME OR CMU) `\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ \ \ `\ I \ 1 \ ®ELEVATION II T/a, TEXTURED FNISH • WOOD, V2' TEXTURED ' FINISH CMU z METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEAT14M x x x x x x OR CI'Al x x x x x x WRB LAYER 9, I STUCCO WRAP(FFRAME ONLY) x x x x x x x x x x x x WRB LAYER 62, FORTIFIBER x x x x x x x x x x x x ------- BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 SUD DAND CEMENT x x x x x x z x x x x x x x x x x x x x x FELT PAPER DRIP BOW x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT ©fiDL,4N B METAL lack OUT x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK(BEYOND) \` DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 'i/8' TEXTURED FINISH • / WOOD, 1/2' TEXTURED �/ FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-C' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH ® END METAL FASCIA WRAP ®iPL AN A DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH 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/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77441078 FAX 407-7744078 www.abdeslgngroup.00m L AA #: 0003325 J W. a 1 ausDm ac LOT: SILVERADO LOT 3 BLK 19 PROJECT# 04128.002 03191 MODZ l 4EBB "1828—CALI" GARAGE SWMG: RIGHT PAaE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH E B 39'-R" 28'-W 91•6" 15'-10" 3'4" •--FM-12X12 —--- 1 — — FM-12X18------� 4" CONC. � w (' � SLAB R w *-3 1141--0- �F-24X24FM-12X1EXTEND SLAB 1 1/2" i I 1 ,.1 0, I SLAB i� ' II I I I I� I• I I� •I I I I 5'-0- I 1 4" PVC CHASE 0 TEA II I — — —_ J N *5 1/2 42'-8" 17'-8" 5 3'-0" I I 4 I m I I � �I • 1-EXTEND SLAB 1 1/2" 2 F-' 14 CONC. W w FM-12X18 al �+73 tY2 y I ILL c 2 4:71/2 t1 L i FM-12X18 1.1 J _ _ _ _ 0 F C-12X18 _ FM-12X18 FMC•12X18 4 4 1.1 1.1 10'-2" 3'-10" 2'-8" 161-0" 2,-8" 21'4" 14'-0" 4'4" FOUNDATION PLAN SCALE: 1 /4" = V-0" 4" CONC. SLAB ESLA.0' � FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-M", 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.OINDICATED #Fi BAR, OINDICATES #6 BAR,MNDICATES #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", 06 =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 #55 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: Pm = 1,500 PSI, TYPE "M" OWS" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-W 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 I REINF. REMARKS 6x6 W l AxW 1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SOT LONG TEA 8" - n +)070" FM-12xl2 12" CONTINUOUS 12" - ) #Us + "-0" FM-12x1B 12" CONTINUOUS 18" (2) 's (+p'-0" FM-16x18 16" CONTINUOUS lIr - c + -0' FMC-12xl8 12" CONTINUOUS IT - n VARIES 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdealgngroup.00m L AA #: 0003325 aa� a BtMD:v & L,OT SILVERADO LOT 3 BLK 19 PROJECT# 04128.002 03191 MODRU 4EBB "1828—CALI" GARAGE EMNO: RIGHT PAGE: FOUNDATION PLAN %150 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING r. z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED T— CELL SEE PLAN FOR SIZE AND d d CELL SEE PLAN FOR SIZE AND REQUIREMENTS ; v_• 4. ¢ SPACING REQUIREMENTS SPACING W °, v GARAGE W RECESS DOOR yV Ky ¢� • j FM " O 0= N Z m 8" CMU WALL O S" CMU WALL I 1 CORNER BARS, SAME SIZE AS BAR ° I Lu IIIB" = O 2 ; 1 . IN FOUNDATION WITH 30" LEG EACH W N • TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB .r�y;..�, MATCH AMOUNT OF CONTINUOUS BARS CURB FOR a EXT. PORCH SLAB . SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY)' #3 18" EXT. PORCH SLAB f-) V I S � SEE SLAB SCHEDULE TOP OF GARAGE LL ° v. CONTINUOUS STEEL MONOLITHIC I �' FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 1 Lp„ AT ELEV: W/ 1/2" ISOLATION ,, < 6" CHAMFER (2-STORY) 1/2" ISOLATION l < 4" CHAMFER (1-STORY) 01-0" JOINT (WHERE. APPLICABLE) Z � #4 24" SEE SCHEDULE #5 30" WI JOINT (WHERE APPLICABLE) e 6" CHAMFER (2-STORY) 1�� � ' EE SCHEDULE ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE 36 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS Cie. 2 TO 3, PROVIDE 2 BARS), ONO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'0 GSCALE:3I4"=1'-0 @ ARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-(Y' SCALE: 314"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W116d 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 WI PLAN w I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED GALVANIZED PIPE $ /a/1 NEW REINF. BAR O SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB Wl 1l2"x8" WEDGE ANCHOR W/ 2"SECURE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, W/FLANGE @ BASE y I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE ST. PLATE TO .� 8'•, ONO 5 PLATE EPDXY frig" EMBED. MIN. � 16" OC SLAB W110d MASONRY 4 O FOLLOW ALL MANF. SIMPSON SPI44 OR SPH6 MAX. NAIL 16" O/C STAGGERED, cq 0: SPECIFICATIONS FOR BTM AND TOP PLATE ADDITIONAL METAL USEAND ANCHORS W/ tOtl z 1 12" CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1W roe PREPARATION OF O v HOLE. COMMON NAILS FILL ALL REQUIRED WHEN NO UPLIFT IS PRESENT. TAPCONS Z HOLES, DO NOT USE 10d W W x 3" � SEE SLAB SCHEDULE lx SEE SLAB SCHEDULE 9�0 ¢ ¢ _ + + 0 0 TOP OF SLAB � TOP O"F 4" CHAMFER (I -STORY) 6" CHAMFER (2STORY) EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WXD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:3a'=1-a' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL V p V SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (y`i� UPLIFT) SCALE: 3l4"=1'-0" (NO UPLIFT) 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 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE ��yy O BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL uJ 16" 01C STAGGERED. ADDITIONAL METAL U m CL CONNECTORS NOT v1 REQUIRED WHEN NO 0 8"CMU WALL UPLIFT IS PRESENT. ? " POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) o'' - SLAB TOP OF SEE SLAB SCHEDULE .,Ie ZX WALL FRAMING SEE SLAB SCHEDULE 112" DIA, SIMPSON STB2 BOLTS 6' 0- Z Z — o MINIMUM EMBEDMENT INTO O._ TOP OF SLAB a g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° CENTERED UNDER WALL AND 1S' O.C. VERTICALLY MAX . •' rPOURED MONOUTHICALLY WITH 40 1 _ FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE-r; . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION `� SCALE: 3/4"=1'-0" (NO UPLIFT) I V SCALE: 3/4"=l'-0" 11 SCALE: 3/4"=V-T L"i N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngmup.com L AA#:0003325 07 fY i t y L�L as$ sunDrv. ae LOT: SILVERADO LOT 3 BLK 19 PROJECT# 04128.002 03191 MODZILA 4EBB "1828-CALI" GARAGE 8WlNG: RIGHT PAGE: DETAILS %150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = V-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com L AA N: 0003325 8 A a al I III BXMDM as LOT: SILVERADO LOT 3 BLK 19 PROdSCT 04128.00 0 19 MODEIe 4EBB "1828—CALM" OARAGS 8WING: RIGHT PADS: DOWEL PLAN 150 MPH EXP. B D � 03/04/20 BCAI.S: 1/4"=V-0" aIEr.ST s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I I VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION +� - - - I TIETVERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK tea_ M#742" Z� HORIZONTAUVERTICAL � REINFORCING SCALE: 3l4'=1'-0" EXT. PORCH SLAB W/ 117 ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING as 0� �U .J D- o' 6 TOP OF SLAB a " SEE SLAB SCHEDULE Z W BAR SIZE 48 BAR DIA. a 4" CHAMFER (1 STORY) F 8 .a n 6' CHAMFER (2STORY) #3 18" U • #4 24" a .a Z MATCH STEEL #5 30' i REINFORCEMENT PER SCHEDULE #6 6" PVC CHASE THRU FOOTING 42' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 314"=V- STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdealgngroup.00m AA #: 0003325 A 6 44 w L O BVHDIV. & LOT SILVERADO LOT 3 BLK 19 PIoJECT/ 04128.002 03191 MODEL: 4EBB "1828-CALI" GARAGE 811ING: RIGHT PAGE: DETAILS 150 MPH EXP. B 0 D M 03/04/ 00 BCALE: 1/4"=1'-0" 88IEET 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 1R" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 POS36, .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 RaZZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (pal) WXHSIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LDADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFP LOAD SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH &b "F"el e71-19 f12m msu onsm *16.11 wam W2043 11"4p "4"4.1e mm rm4e vim "raa" TYPE LENGTH 8U8 WE PAMU TYPE LENGTH I111.1r a46sr i124T s712"r 04►IT VIM avaT I"167 41244t oe42r "q1W sPel27 VWT er"2Ir S4• (42') PRECAST 2P31 aM 37" "m ""07 "oar "ell 1el"1 Sd (427 PRECAST 1028 1024 ISIS 84• (42� PRECAST tan 2m a1w 41w spa ms 7m sop 4101 0113 7147 sm4 low Sim tm 21111 3114 43H m sin tml 4'4• (46') PRECAST 1908 law 2rn am 4""a Sell law elm W4r ( PRECAST 768 7&9 f309 {4 ( CAST wel 2m am m" 4m me 1m 7ela 41m mw 7w7 m4 I0m 11m 7fel so" 310 am 4m su an V-S' W-) PRECAST 18M im siN sal alga 4m wm to {,�. �) PRECAST w m 1073 r-r (6P) PRECAST tm7 m40 sim am 4m m1 an 21el 4m m" ma am w2w ttm tam am sm7 sN 4m 4711 We 6'-4• (64') PRECAST 1217 1m tm wel 2m sis am 4aw S4• (54') PRECAST 411 411 746 B4• (6{0 PRECAST "N 171 22el m 3m pm 4m 1w om "m 1/47 1 Im n/e 2m elel am a"m 4m B-1p (70") PRECAST f082 llaa Ilm im mel nn mel wm 6'-10" (70') PRECAST 840 9� 810 6'-77 (100 PRECAST eel 1 see atm ant 41el ton sII 4so nn 71m isi" m mel 7W/ 310T an0 41s S4• (7n PRECAST SW Im 2177 3W am In7 413 aam 0,4, ( PRECAST' 807 721 /90 8'4' (78') PRECAST m1 am am 37" 1m 2177 241D Bell "eel emny m1m 2m 27m sm W12 r4'1 Mn(gD) PRECAST 743 ITS 2m 2m" m sm Bela r4' (60) PRECAST 42t fi94 8B8 T4• Mn PRECAST 7a1 2117 sp imt im am 3m elm "Nt an mfew ams 3m aw 3m S4• 11 PRECAST ( 664 m 1Na t/s 2M4 aw am Bast S4" (172� PRECAST 820 012 28D S4' (tt2") PRECAST m11 jam"4 1m mm son >m 1214 tm 2m 340 41el mIsis 1m tm 2W 2m 10'4" (1291 PRECAST 475 m m Iw 2m 2M 21n 2m 10'4• (12r) PRECAST 254 4M 180 10'4• (12r) PRECAST mms Itel 1 sit m tm Isla em 2/m 47w mits IO2 11p 2110 2146 71'4• (t860 PRECAST 862 m 04 1m 1m 24s 31V 4m 17'i' (188� PRECAST 2BD 462 164 11'4• (18B•) PRECAST 471m tell 1m tin m m Im 1m 22p 3127 4001 484 10r 1 1042ml 1372 ISO, Islem 21m 1T4r (14411 PRECAST 337 69400 m t2w "m mom 2115 3m -0' 12'(144*) PRECAST 244 402 137' 174• (1441 PRECAST tm - rn m 11 1 "N m m taw tm 210 M am 4m m m 7m " m7" tS4• (70D•) PRECAST 288 m >A l6n was ' 1m sro '"nis 2m Sri• (ion PRECAST 217 SH 110 1S4' (100•) PRECAST 4" m em 7p aw 1 1m m m lm 1m 2m 4el m 7el tm w 7m IW-V (1047 PRECAST 279 4w 7" low Im 1m -- 2m 1*7 (ion PRECAST 206 293 100 W41' (10n PRECABT m m m 724 N I= 442 Tel 1m "el 1m 21V tam 410 4el 717 lap 1 im 14'4' (176') PRESTRESSED N.R. M Nt 1R Nt N1 Ne 1R 14'4' (178y P N.R 2&/ 91 14'4• (178') PREBiR�BED m m aw m m m 02 m m m 111 11si 17w m 79 1m 1902 s1a st7 m2 IF-4' (1541 PRESTRESSED NA Nt Nt Nt Nt Nt MR Ne 1S4• (184-) PFM57RENO NA 259 83 I94- (71141 PRESTRESSED aw 2m ma m. 416 61e en m lee 111 1m Im 412 Tie 1m 17s mel sm s13 1r4'We (200h PRESTRESSED N.R.N Nt eA w Nit Nt Net Ir4- We•) PRESTRESSED NA 194 84 17'4• Mn PRESTRESSED tm III m m 4el m mi To m m "H m 1Oa Boo m m Im 1m Im m47 1P4" (MI PRE NA Nt NI Nt M NI NI M IV4• (�') PgF81Rm RR 148 62 1S4• Mn PRE tp we m m m 0 447 m m el1 m 747 1s7 pa 4m m tm 1i2 ww me 21'4' (2fi6') PRESTRESSED N.R Nt Not Nt Ne Nt Nit N4 21'4• Wn Pf1F81 N.R 120 42 21'4• On PRESTRESSED142 142 sit m m m 40 m m im in m M m 1114 tm 1141113 2" PW) PRESTRESSED NR t N NR 2Z4r �9 PRESRENED NR. 118 40 224(649 PRESTRESSED 1A 2p m 4 also m m m mNt m tpall m 7w 1w7 24'4' GM PRESTRESSED N.R. Nt Nl tN Nt Nt Nt Nt � Wn PRESTR N.R.91 33 24'4• Mn PRE tw 124 tm m2 s7 sie j m m H1 m m 7m em m 121 s0 4m am 214 1m 1. (#)THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY 2015 ED11M - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ARM -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM P OF BEARING PAST EACH 810E OF NANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 1"126.03 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD{ LONGWOOD, FL 32750 PH:407-77443078 FAX 407-7744078 wwwsbdosigngroup.00m L AA I: 0003325 A suumv. ae LOT: SILVERADO LOT 3 BLK 19 PROJECT# 0412 .002 03191 MODMIA 4EBB "1828-CALL" GARAGR O71ING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 314"=i'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR VIX8" I 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D 1#5 2 IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. bl- \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT. �OF REINFORCING (1-2) 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 \� TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8'SA8" / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / TOP OFFTTHIE LINTS THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / GAc\C\• Q . �l 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. � BL BEAM (B N BAR BOND BEAM • �y\O�� 9 EACH COURSE \r\G 8x8 BOND BEAM TOP OF • QO a W/(1)#5 BAR .ti. BOND BEAM F FILLED W/ GROUT -(t\O U = UNFILLED GROUT SOLID FROM TOP \OWIDTHNAL # OF #5'S, IN 2ND BOND LPL TO TOP OF BOND OF OF BEAM COURSE SEE NOTE 5 16-1 T/ 1 M/ B 8x8 PRE -CAST CONCRETE NOMINAL IENGTHOFLINTEL W/ I)BARB WIDTH OF MASONRY Q HEIGHT # OF #VS. TOP BOND BEAM COURSE OPENING -2 2 BEAM DESIGNATION IT 13 THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-1Y' THAT XFXX-1T/1M/OBINDICATES ADOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL AND XFXX - iT/OM/O8 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TQP OF OPENING PRECAST HEADER(MIN) 20 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN WINDOW SIZE 300ID MIN EMB M NMINDT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST 1�' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1i4") 8" .a SLOPE FROM EACH END AND 18" O.C. MAX, MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/16'OSB C 18" O.. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA, END EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL aJ SCALE: 3I4"=,'-fY' r s SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM Ll PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-77443078 FAX: 407-7744078 www.abdeslgngroup.com L AA Ot 0003325 C mm EVHDIV. at CDT SILVERADO LOT 3 BLK 19 PROJECT* 04128.002 03191 MODEle 4EBB "1828-CALI" GARAGE DWING: RIGHT PAGE: DETAILS 150 MPH EXP. B 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" HOG 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. 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 HILT] 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 9-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. 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 1 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. FRAMING PLAN SCALE: 1/4" =1'-W 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.ebdosigngroup.00m AA #: 0003325 g 3 ¢ o pp to a BUDDIV. Ae LOT. SILVERADO LOT 3 BLK 19 PROJECT# 04128.002 03191 MODEL: 4EBB "1828-CALM" GARAGE STaNG: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B DA 03/04/20 SCALE: 1/4"=1'-0" SFIEET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x, }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFIWALLIFLOOR HTSM20 W/1010d TO TRUSS AND (4)114" x 2 1/4" SHEATHING 16d x 1 NAILS TO TRUSS FASTENER SCHEDULE" TITEN 2 ANCHORS TO DB DBL STRAP, 1 EACH SIDE WRAPS UP AND , CONT POURED LINTEL OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: 4' PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" X 4'-0" MAY 8E ADDED HTPOSI INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d OPPOSITE FACES OF WITH (12)16d x 3 }" NAILS TO GIRDER O/C O FAACILITAT ONE BLOCK WALL WI1010d TO ADDITIONAL PLY MAX. TO TRUSS AND (4)114" x 2 1/4" lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED WI (3) I6d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L 770 LEIS (1 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLFT = U:2365 LBS, LA 430 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 1a 1b 1c GIRDER CONNECTOR(§)' (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 BILK W/ lQ' 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. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d s 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2X4 SECURED WI (2)10d's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END 7 PRE-ENGD TRUSS SCALE:34"=1'0 NOTCH DEPTH 1/4•D HOLE EDGE>5(6" THE USE OF ALTERNATE MATERIALS MAY BE <OLE DIAMETER SGL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 1/32/5•D FOLLOWING SPAN ONLY HOLE EDGE >5/8" 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 WIND 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 HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE E < 3/5•D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS O 84jEERNATE MATERIALS SCALE: 3/4"=1'-0" W JJ J e g mm StmDIV. A¢ LOT SILVERADO LOT 3 BLK 19 PROJECT# 04128.002 03191 HODRIA 4EBB "1828—CALI" GARAGE awING: RIGHT PAGE: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-PREWOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING 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)1 Ods ® EACH TRUSS TO BE INSTALLED @ 10'-W O.C. MAX. GABLE END BRACING W/ PRE-ENG %01 GABLE TRUSS @ CMU WALL O SCALE: 314"=l'-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com L AA S: 0003325 y 6 C 'rI Lj BUBDM & L0714 SILVERADO LOT 3 BLK 19 PROJMCT* 04128.002 03191 MODEL: 4EBB "1828-CALI" GARAGE 8KMG: RIGHT PAGE: DETAILS 150 MPH EXP. B DAPS 03Ravr /04/20 BCALE: 1/4"=1'-0" 8i[EET S3.1B yl 1 VTCR SPACING (1) AT EACH END 20 BLOCKING BETWEEN TRUSSES VECR AND V-0" O.C. MAX. I 1 (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE WI (3)12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 1�1�j�j11 W-V TO 60'-0 (3) "X" BRACE "X" PRE-ENG GABLE TRUSS (1) BRACE 0 CENTER "X" 1 (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-SAN FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH \ (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFIWALLIFLOOR tltl.. SHEATHING FASTENER SCHEDULE" Li SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW lx2,2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1X2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12"O/C ANDAPPROVAL SECURED W/(2)12d's @ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS n G SCALE: N.T.S. W/ HIP RETURN SCALE: 3/4"=1'-0" i"I N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www,abdosigngnwpcom L AA N: 0003325 Q _,4 O eUBDIV. ec EDGTIIII SILVERADO LOT 3 BLK 19 PROJECT# 04128.002 03191 MODELc 4EBB "1828-CALI" GARAGE EKING: RIGHT PAGE: DETAILS 150 MPH EXP. B n . 03/04/20 9CIA=: 1/4"=1'-0" elmET s3.1C ft craLE-Ero HP ROOF >�iF ROOF WIND DESIGN PRESSURES ZONE i = 8.97 PSF (19.97) ZONE 2 = 17,98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: 'B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+ 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/1S" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 12" 0.120' 170,000 WNU- (16.20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2" 0.120• PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F4664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER TRUSS ROOF SHEATHING , _\ EXTERIOR SHEA7HINO USE 1/2" CDX OR 7116" O.S.S. 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 Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF.SPECS.) SEE DETAIL. Ed RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J z9 Z ? SSQ U (� J z . - ZU Q to z. J Z � LJ z 0 UU Z QU N=n 0 O v Z p� W 11!1111,1111 MMEMI `'I -_—_-' 11 mm���� 11 11 11 sm. 11 ,. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FDR GABLE END FRAMIM 8d RING SHANK GUN NAILS 6" O.C. IN FIELD` ; H .S. . TO BE STRUCTURAL GRADE �-• Sd RING SHANK GUN NAILS 012" O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6.yN FIELD ------------- IR 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: FBC-R 2017, 8M EDITION AC1318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 ANSI SPECIFICATION FOR THE DESIGN OF COLO-FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS 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 CONTRACTORS 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 psT 20 psf TOP CHORD -non-core mt 10 PSI BTM CHORD —.not DEADLOAD DEADLOAD 15 Pd TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) IT 0 PSI w/ No GYPCRETE) 10 psf BTM CHORD 5 per BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: lopsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 OP0, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: SOPsf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40paf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS. DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 f FOOTING O NGS EO AB D R L pa, EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. 9E 3/P3rr. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH W WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAAFOED 3M, ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 64#L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLW ONGROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF DRANBNGS. BEAMS LAPPED WCHEB AND SEALED WITH ADHESIVE TAPE ELASTICITY=1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE 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 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 81h 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 #2. WELDED WIRE ',MESH: WELDED WIRE MESH, SHALL BE ASTM AT86, 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 2' CHAIRS SPACED T-O' OC, EACH WAY. REINFORCING STEEL: REBAR SWILL BE ASTM AS15 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 ENGINEERS REVIEW. TYP. MIN LAPS SHALLBE AS FOLLOWS: #4 BAR - 25" #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. 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 WATIONAL 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-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND TPI/WTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 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 CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY FLORI— MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (ACI 8301 ASCE 6/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, ALL BLOCK WALLS SHALL BE TWOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm =1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY11P MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATKN, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM ASS, Fy • 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -GRADE SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB.COLUMNS ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PROR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIORTO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLYWATH ALL THE RECMREMEHBS OF ACI 311I AND ASTM CNN OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDEDTO TVE MX UNTIL R IS DEPOSITED W ITS FlNAL POSRIONSWILL NOT EXCEED 90 MNUTEB. IF FOR ANY REA40H1THFRE IS A DELAY IN SUCH ER THAT A BATCH IS HELD FOR LONGTWIN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT $HALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTHTHE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANLWR WEATHER 1-Ur FORM AND SMALLER 7' FOR 46 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SUBS, WALLS AND JOISTS 1.112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APR.K:ATION ERF TYPE 9PACNG PEMARItl APPLICATION SITE TINE 9PACNJG REMAR4R tax PT FUPAMJO TO CA9EHAPDENEDCOL OARADE DOOR BUCK 1N'IX4 TAPCW MA90MY 11WEMBEO., —NO—T., MABONrfl ICONC. NAIL 11?LCNG. B. TO MV90NRYICONC. NO WASHER FASTENER B, I 11?EWE DIET. SGD, AL. —DOORS CASE HARDENED CdL B"OIC WINDOWIDOOWFABTENED GARAGE DOORBUCK 1l DN.WI EXPANSION BOLT 2x•OIC TEMB-A-END GIST., 1a PTBEENOiEB NAILI-LONG. —GEREO IN TO MA90NRVICONC. TO MA90NRVAXXIC. WASHER 3 EWE019T. wlwow Bu« cAeE HARDENED COL vac wrvoow/moN/FASTENED MErpL STRAPro CONTACT THIS ENGINEER FOR SPACING tx PT, SEE NOIEb RUNE 11R'LONO. 9TM3GERED INTOMA90NRV/WNC. MABONRYICIXJC. REQUIREMENTS E., SWAG ODOR ftI S1QON -fAPQ'JM 1S dC l—EMBED, CEIO. NONEEAWNO WOW 1? fXPAN9gN fEIABEO.f ENO 21O/C BUOKNPT,BEENOTE6 NO WA9NER PA9TNER p..., I -EDGE DRIT. WALL TO CONC.9U8 W,. BOLT 019i., S EWEDUT. 2x PTWNOOW BULK 0.138'PAFxxtAYA"END. DRiT., I PTTOSTEEL COL., BEE WY WASHER BTAWERED EOGEO19T. NOif b I STAPLES SHALL NOT BE USED FOR AMY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. 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. Tx MEMBERS ARE NAILED AND 2%MEMBERB ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 wwwAbdeslgngroup.com AAA: 0003325 W. a% t: O v q a � C avaDrv. As LOT: SILVERADO LOT 3 BLK 19 PROJaCT#1 04128.002 03191 11[ODffiL: 4EBB "1828-CALI" GARAGa awsxG: RIGHT PAGE: DETAILS 150 MPH EXP. B O Dnuvr A 03/04/20 aCALB 1/4"=1'-0" a*== S NZ