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HomeMy WebLinkAbout35698 Burma Reed Dr99 1828-4EBB-CAL199 HOMES 12602 TELECOM E)RIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 74.0-9715 Qi� \00- Ll G Sri e • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .M,OM EMMM CON. �g�,, em EDITION(m) • AIL IW� MIDSIATE WDIM -OCCUPANCY -RESIDENTIAL GROUP R3 CONSTRUCTION TYPE - VB ' LNTERIOR FD1[3H - CIAS3 B • BASIC MIND SPEED - Vult=150 MPH Vasa=116 MPH EXPOSURE _ B • 1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LACAL AND STATE CODES ARV. ABOVE A/C AIR ADI. ALTER ANATTEEE . ARTALTER AMP. AMPERAGE BD. BOARD CL CENTERLINEMID. cAe. CABINET CLG, CEILING CLR. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZE D DA. DIAMETER I DM. DIMENSION DSP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.GM . FIXED GLASS F.G. FUELGAS FM. FINISH FLR FLOOR FLUOR FLUOR. FLUORESCENT FRENCH DOOR FTG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.BC. HOLLOW CORE HDR. HEADER HGEOR HT HEIGHT INSUL. INSULATION MT M. INTERIOR LAM. MUM. M.C. MFR. MIN. M.T. Mn N.TS. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SIT. SHTHG. SHWR SIN, SL. SL.GL. STD. STD. TEMP. INK. T.O.C. T.O.P. T.S. T.O. U.N.O. V.P. W. W/ WD. WDW. W/H W.I. LAVATORY LUMINOUS MEDICINE CARNET MANUFACTURER MINIMUM METALTHRESHOLD0yl6gS MOUNTED METAL NOT TO SCALE NOTON TO C PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OFPLATEO. Top OF TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION d�bna Co'SI88UED ARCHITECTURAL SHEET DESCRIPTION O,/B/,a �� Ili IPDarE PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN 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 WA8—WALL ASSEMBLY DETAILS CDSRE•ISBUED 02/lUl6 lfIDNG ELEVATIONS ADDED CD'8RE•IS61 D 04/,W FOOTING REVISION PER M. Bms 06121AD COS RE-NUED 021" ADDED OIRDLES6 FOOTER AT GARAGE DETAIL (FORT MYERS) 02/22M PLANMAINTENANC.E O MM REVISED LINTEL SIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC' 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 04/24M ADDED ADDITIONAL RECEPTACLE N GME GARAGE PER WLL BATSON ILW SQ.FT. CALC.'S 0�4AS REVISED HVAC VOLUMEDU ES ON WR CALC SCHLE (MELBJ 06II2M ADDED 'EXTERIORMOW DEEP POOTER'DETAIL 12/SLIA(on) LIvtNG I,B2$ 8Q. F7. GARAGE 430 S • FT • ENTRY 16 60. FT. Lam, w So PT Tura. 2�62 60 PT 0612VIS ADDED LED LIGHTS • KITCHEN 4 BATH BD PER MAW M 01MM ADDED STONE OPTION ELEVATION C N D (TAMPA) �„M ELEVATION 'G' SIONLE G-ADDED LOUVER s GABLE RO 10/20/19 ADDED OPT. W-O' CEILING HEIGHTS mVMO REPLACE USP CONNECTORS UMTH OPPSON CONNECTORS 04/ MO REVISE ENKAVENT RADON PLAN DrIENSIONS OQMV OPT. S'-0' CL.G. HGT.- ADDED LED LIGHT N FOYER 04/0MV OPT. 8'-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHIIWY ADDED ELEvarIONST.'NW'1•(o1L) STRUCTURAL SHEET # DESCRIPTION O' AMO ADDED ELEVATIQNS m'•T'N'-7'18' (ORL) PG Sl—FOUNDATION PLAN PG SlAA-DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3-FRAMING PLAN PG S3.lA-DETAILS PG S3,lB-DETAILS PG S3.1C—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUQ�ER 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 DETAILING OR EXPLANATION IN ORDER TO BUILD 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 WILL RESPOND TO ALL WRITTEN RFI'e IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. i441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 www.abdosigngroup.com L AA a: 0003326 O gunDm at LOT SILVERADO LOT #51 BLK #18 PROJECT# 04128.002-51181 MODET. 4EBB "1828-CALI" GARAGE 9TMCG: RIGHT PAGE: COVER SHEET 150 MPH EXP. B D 07/2- SCALS, 1/4"=1'-0" SHEET 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. 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. 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. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 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, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. PROHIBITED. G IS STRICTLY TT FLOODING OR COMPACTION BY FLJETTING RI PR 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. C 0 ED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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. T DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. & THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5I 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN hINCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES SU ES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5, WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMIALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. FLIRYIIO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERIM 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 EXTERIORFROHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-CI063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1 IA & 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-C1063-15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2'GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFffS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. J.441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA p: 0003325 1 7' i� o o F a 1 :1 11 j 4n f SILVERADO LOT #51 BLK #18 PROJECT 04128.00 -51181 MODEL• 4EBB "1828-CALI" GARAGE SIWMG: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B Dw� 07/27/20 8CALE: 1/4"=1"-0" SHEET IhN GN o!lo 0'1■■■Iio;�;,��ol1YYYYYYY11oilYYYYYYYYYIo� o • oYYYY110 w o o � � o 75 w o w � . w 0 Iw f O ©10 � 111 ATTIC • a o DOLLARD �� AS FEa ...� PER SLM � w GARAGE o _v CIA 0 FOYER 0 EDRO l w e o : PE—ENIRY -.:: 1 0 ■ o of■■■■■IIo 0!1■�■■Ilo �1� oG■■■;ol oll■■ilo SQ.FT. CA�LC S LKlNG IA28 8Q. FT. GARAGE 430 $a. FT. ENTRY 16 60. FT. LANAI 88 00. FT. TOTAL 21362 80. FT. OOIf01 MOCLADDIgYIDLONOB s e�■c Iwo EY'0911aI Fax a 8BOO1D Goals OPe■Im 9"M ME 0WHI■OINO R3iAHf8 MMTTPE FOOTAGE MIN. WINDOW 12 5 24/-33 CRITERIA EXTERIOR SWNG 18 5 24/-31 DR, MIN. CRITERIA SAD. MIN. 41 5 23/-25 CRITERIA 16010 O.H.D. 112 1 5 1 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00mr4L DAIS C ' TOP PLATE 0 in BAR DETAIL A SCALE, I/2'.I'-0' ARCH DTL. B SCALE, IR . I'-0' FLOOR PLAN SCALE, 1/4' . 1'-0' NOTE, -2-8 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 SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. li N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 BVBDIV do ""T: SILVERADO LOT #51 BLK #18 PROJECT• 04128.002-51181 IWDZU 4EBB "1828-CALI" GARAGE 81fMG: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B DART: 07/27/20 BCAL.E: 1/4"=1'-0" SHEET Al j OR EGIUIVALENT AS SPECIFIEDBOARD (rYP.= !__ 4�II► - SHUTTERS OR W71 ECIUIVALENT WRAISED IN low] BAND (TYR) M M III r in I i,l I I I I 11 FRONT ELEVATION SCALE 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FEICR R103A W-W BRG. I-GT. oo V.0' 0'-0' FIN. FLReo _ cm OFF RIDGE VENT OFF RIDGE VENT IF] ;t Ll N h ------ ------ ------- I�6 0'-0' FIN. RIGHT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT ■ Y `f � r h N LEFT ELEVATION SCALE, 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE T AREA OF ATTIC = 2364 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1130D REQUIRED VENTILATION AREA • 2364/30D 7.88 VENTILATION AREA SO. INCHES PER FT.(144) 1134.72 SO, IN. MIN. REQUI RED VENTILATION = .5X 1231..72 IN UPPER PORTION OF ATTIC = 567.36 SQ IN. OFF RIDGEVENTILATION AREA = US SQ IN. PER VENT 95736 /115 TOTAL#OF VENTS REQUIRED = 493357 TOTAL#OF VENTS PROVIDED = 5 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL NOOVERHANGS INCLUDED OFF RIDGE VENT REAR ELEVATION SCALE, 1/4 . 1'-0' TEXTURED FINISH } 0-0-FIN. FLR -0. 0'-S' BRG. HGT. DECO. DTL. A SCALE= 1/2 . I'-0' -0' FIN. FLR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9LJ8Dly. Z LOT: SILVERADO LOT #51 BLK #18 PROJECT 04128.00 —51181 MODEL4 4EBB "1828—CALI" GARAGE DWING. RIGHT PAGE: ELEVATION 22 DI, 150 MPH EXP. B DAME-. 07/27/20 8CAL.E: 1/4"=1'-0" 8HEET A2 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES - e DBV OUTLET M AMP SMILE POLE Ilev OUTLET IIOV OUTLET N OF OUILET WRED TO MATCH —•:�1 ON =4D IIOV OUTLET = aWRC r'4L LR M"TA REMSTANi TTR7 YPIIII E@ 220V CUTLET (4)I CONNECTION BM. 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A DNTAHCS Go NOT LMS TMN 4' PROM IMALL PHDNR LGNT NATURAL de" ► TELEPHONE ,JACK uN "not a"T" IO OE.6Lii AAf2 NR CONDITION6O was Bee AW ON DUCONBCT UK TELEVISION JACK CaLm Box JO i-sm TO M sum owe N ACCORDANCE W ISM MARKED AS Blal FOR INSPECTION =Lwa BOX rANLONT Po BE BUF*ORMD IN ACCORDANCE W BOx MAI*= AS SUCH FOR 2W INCANDESCENT ICnaa LOW NIB• �annca M' NGMIWECENT um4t STRIP nnn® 4V INCANDESCENT LOW SNAP PLocD L16FR KP OPF.MCWTY KL'7PAD • PA Paw-aurrON FOR CNIPBS we row • LOCATION Ole TV JACK6 4 PNOSB OUTLETS 4 PAW TO aE VERIFIED a WOMEO04M PM-C4N$TM=lON METHS, • ALL If A 20 AMP DRAWN ORCUITS TO BE AMC PAULT PROTECTED PER aLaCiItlCAL PIROVO" OF w= STI mIT10N [20IT7 4 N!C 210� 204 EDITION' • ' 20 AMP DEDICATED LAUNCO CBCUIT. • ON a ISLAND INOT ON KITCHEN CIRCUIT) • DINdWMIR DISCONNECT TO BE LOCKOUT N PANEL • BAT)AD017 E304AUNT PAN TO 14AVI MN. CAPACITY Q 50 C M NTSIM TTENT PER ELECTRICAL PRONMONB OP SECTION PrWI3 I'�GR, ftffli1m3 • LNSORY (ROOM REGZPTACLC SNALL aE GROUND FAULT CI1110UIT-lRSIIOU11"M PROTECTION POUR PERBOPWL ON REBOUND • WRING PRTNOD SMALL BS NON METALLIC CABLE PER ELECTRICAL PROV LIONS OF PeaR STM ® (20111) • ALL WOW TO COMPLY WTN M=TRBMAL PROVISIOND OFTHE NECK iTM <D r701Te�^ • del. Ld't1 SMALL W YI SY BUILDER AND T61 tf LOORlK NINT !E IaEROY 61PICIlNT TYPE PER OF LANAI GEILI 1 �•,� MTO. LKrFIT TO BE PRE -WIRED INSTALLED, CLG FAN PROVIDE \WP J-BOX FOR I OPT. FAN I \- wl DINING ROOM I u3 LIVING ROOM (`. /) PRE -WIRED . CLG FAN r-SW / / / 1 1 I I I L i L \ \ ITCN-IN - - - r _ _ — _ _CABINET —jam' I C I& L__ ____ L GFI n i L SII.1C DW I \ / OUTLET KITCHE FOR DW GFI \ RANGE I GF( GFI / \ HOOD WIRE W/ 1 OUTLET FOR ® FUTURE MICRO 01 /7 fl BDRM.# -� I 11 \\ I II PRE -WIRED I CLG FAN \ I I 1 1 o L 11 fl BATH # II ® I I IS/CO 1 BDRM.#2 % FnYFR \ Ell PRE -WIRED CLG FAN / WI•C• \\ � //ba p 1 I Fad 1 RAI BDRM.#1 � PRE -WIRED / CLG FAN BDRM.4/ PRE -WILD CLG FAN — I I L I (\ Ir_be LED LIGHTING @ SINGLE LAV. • BATH P2 � L � 0 I I to � L � LED LIGHTING @ DOUBLE LAV. BATH 01 44rAFF.- TU \ 4: � \ BOLLARD \ AS . \\ WALL MOUNTED PER BLDG. \ LIGHT W/SUNTCH IN CODE \ ATTIC \\ aa L73 �( GFI CLG. KEYLESS OUTLET METER FIXTURE FIELD 8 VERIFY IRRIGATION LOC. OUTLET • 48' APP. \ I �� ----- ---------•-------— COACH LIGFIT ELECTRICAL PLAN SCALE. 1/4' a 1'-0' WP Panel MAIN -A PANEL: 8/16 Vp crt breaks, VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.8 FEEDER: 3- #1 COTFMVN 8 1- #6 Cu (0) in 1 1/2" C. 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TMIN • Pw Cl INV CQIWIT OR I MAD AL. TWIN • IU CU IN 2.CONOUIT OR 2AD AL OEA (CONDUIT TO TER9NATe ABOVE 6OPPIT a OV@R44NG) 150 AMP ELECTRICAL RISER NOT TO SCALE. .OMBNAiION SERVICE EID AA1P D16CCRONCT SWTCN AND 00ERAL NOTM A ELECTRICAL MATERLAL6 RD NSIALLATIONS &WILL M SLECTIBC PE1SR IN P1L0 NEM BR BWLOSI#! CQIPLY W1H SLowenP CAL PRONMONS OF T}E EES'�SrLki PaNaL S2ED), LOCAL CODES. AND N.I. LOCAI- P'OYBR COS'ANY RLa NIAPIM . B. ALL CONDUCTORS SHALL BE TYPE THRAM" UNLEM NOTED OTNERUSC iSLVH011 SOIVICS Gap.! 1aLSNMO N Bf11fA)NCB SBI.vICB BNTIeer4CB BOWRpR [aAP'Yplf P10YBR CO'TANT � NRER676TB'IBONDdYa TERMINAL AT LIOW GRACE V.L.CONECTICN6 COMPANY PRIOR TO NO. 1 .4 CU SERVICE 4Ie060 CONNECTED TO CONCRETE PICASSO F•ODTER STEEL PER ELECTRICAL PROVISION OF TIE M= &A i IDITIr>.4 r2enL WS" DIA X S FT Lr2NO COPPER CLAD GROUD ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407.774-6078 FAX: 407-774-4078 www.abdedlgngroup.com AA #: 0003326 rr� Y74 kOk 6 BU13DM a LOT: SILVERADO LOT #51 BLK #18 PROJL'CT 04128.00—51181 MODEL: 4EBB "1828—CALI" GARAGE STIMG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B I ADA"T"IC'A 07/27/20 ecALE: 1/4"=1'-0" SHEMP E1 TO PLUMBING PLAN SCALE. 1/4 • P-V' z' VTR2. VTR KITCA4ENBII�G w/ j I �I IR' AUTO VENT jl I/2�y>-I 1/2' I I VZ/�.�I 11/2`� �2*�- 1/2 2 WC / 11/2) TUB I LA I ,I/Z'� LAV 11 2 we 3SKM 3 I I 3• 3• I I/Z'-i Z' (1 WASHER Z' PLUMBING RISER DIAGRAM 1441 Ni RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 q x C THT. SLTHDm ad LGT• SILVERADO LOT #51 BLK #18 ]PROM MODELe 4EBB "1828-CALI" GARAGE BVrMG: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B pitINT "07' DATIM 07/27/20 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 814ALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL 151-m CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. PRE84 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, 614ALL BE CONSTRICTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, 814ALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A PANTEC 4 POP BOOSTER PAN OR EQUAL. PANTEC4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR 000 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT IS PASS-THRI AIR GRILL NOTE. ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMP80N WB ROLL STRAP >ATTIC OR EQUAL CEILING EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB 4SXI 1/4' SHT. MTL. SCREWS SUCTION AND LIO.UID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. ///---FIN. FLOOR ORWALL COUNTERSUNK CA. PLUG � � . SEE SPEC. BRASS PLUG �- FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM 560" INSIDE SERIES NICKEL BRASS TOP CAULK P.VL OPTIAWEC FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN —OUT (TYPJ NEXT. GROUND CLEAN —OUT (TYP NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 • 1'-0' ■ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774 4078 www.abdealgngroup.com AA #: 0003325 J NO 6 6 a BLJ23DIV. a LOT SILVERADO LOT #51 BLK #18 P1tOJECT# 04128.002-51181 MODEIA 4EBB "1828—CALI" GARAGE STAND: RIGHT PAGE: MECHANICAL PLAN 1150 MPH EXP. B iv %, AR NO WY 3- naINT A E.. 07/27/20 mOALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE 1/2, CL& 112' DRYWALL SECURE ST. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.G. MAX PIE -FAD TRUSS 2x4 WOOD STUDS 024' Or_ BLAB NOTE: 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. FIK PLR T � ' (a:)TYP. INT. WALL (NON-BRG.) D1 SCALE, 3/4'.i'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RBMJ.1 ON J' ObB. SHEATHING OR J' CpX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—L— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 1'-0• TYP. O.H. 6/8' GYPSUM Bf OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 05 (2) COURSE 'DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. PURRING — STRIPS • 24' O.C. e' CMU 1/2'GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSM.1.1 ON j' O.S.B. SHEATHING OR i' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY — _ OL 0'-0' FIN. FLR 0 n W/ WINDOW OPENING TYP. WALL SECTION ' NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLS 2:4 1-STORY HIP BLOCK WALL (2) LLAAYERIUNDERLAYMENT SYSTEM .� SCALE, 3/4'-P-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE Iv, OR ASTM D 6151 MLM PVC SLOW Pm am LIL as ' &M ILL. ep. 2B GAS LINE THRU BLACK �eAu, w•.rs• FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.LI ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I.." TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS L& THICK 2 COAT - PORMAD CE•IWT PLMTM APPLIED O"45mT TO MAWNRY Rea. W/ P1e0=T APPROVAL Ina 00FOOR MAD r Q•21 an 6TIUCTYRAL MR 2.6 P.T. aD ATTA01e0 TO FILL CRL M FeR APPROVAL Iaa eeALANT " e4aaR ROD OVeIaIEAD DOM 0Y OTlne 3 GARAGE DOOR JAMBS D1 SCALE: 1 1/2'. 1'-0' �2X4 SPF 24. O.G. MAX. ----,SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS STIFFSACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG UD.TRUSS — CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1/2' THICK, 2 COAT PORTLAND CEMENT 71/2' Ix2 P.T. FURRING STRIPS • 24' O.C. GYP. WL. W. WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a a. FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' O.S.B. SHEATHING OR 1, CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS \ VENTED SOFFIT `PRE -ENS. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING Ml-STORY GABLE BLOCK WALL D1 SCALE, 3/4'-1'-0' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 F 14 o bo C BsDLV. ae LiOT: L7 SILVERADO LOT #51 BLK #18 PROJECT# 04128.002-51181 HODELA 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: DETAILS 150 MPH EXP. B D = 07/27/20 BCAL.E: 1/4"=1'-0" BFIEET D1 TOP, 2X6 P.T. • CNITER OF DOOR HEADER SECURED W( (U 1/2' X 8' J-COLT W( 4' MIK EMUPrWT W/ 2' X V X W WASNER $ NUT on UI/ (2) V!' X 8' .4NCIOR COLTS X V8' WASI•ER 4 NUT m m SECURE 2x4Vo-N� m RAT TO CLK m lb V MASONRY NAIL& 2X6 GARAM DOOR 6= SECURED W/ OL(8) N' X 8' J-COLT OR ANCHOR m CTS. RC V 4' MIN. '7CEDMENT, uV 2- m X 2' X IW WASHER / NUT. (V WITHN 8' OF TOP, (U WTWN 8' OF THE CM (3)EVENLY SPACED. m m m m NOW& ALL ANCHORS SNALL ME IN ACCORDANCE TO MANUFACTURER'S INSTALLATION N6TW CTIONB WHERE WC U *MTNUCTICN6 ARE Ple w STR ENT GARAGE DOOR BUCK ATTACHMENT IA••r-f 8' CMU )i' DRYWALL I'X4' OR 1'X2' P.T. NAILER Ix4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND I-Yi INTO BLOCK W/ W.' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 144 WITHIN W OF EACH END 4 IW O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +6/4 1fOMW TO BLOCK +3 4 OR +6 4 A SCALE, N.T.S. 2X4:m SECURE TO BLOCK W/ V.' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIL EMBEDMENT 049 WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X6:m SECURE TO BLO,DK W(2-Wb' TAPCONS(MIN. 8"ANIC SIZE J45 MIN. HEAD 812.ED-4D0 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END t e' CMU 18' OZ. MAX SPACING. 1S' DRYWALL 8: 2Xm I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2_%. CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1/2' IIDiDOR TO BLOCK +1-1/2" " SCALE, N.T.S. 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SW W SIZE .145 MIK 00 HEAD SIZE 3 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL V.- TAPCONS TAPCON MIN. 1 Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' cm MIN. EMBEDMENT 1 Yi) • DRYWALL WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING ❑ X4' OR I'X2' P.T. NAILER 2XS:® SECURE TO BLOCK WO -Vol 116' O.S.S. X 4' MIN. TAPCONS (MIN. SHANK SIZE 348 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END J MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BEACK +1-16/18" WTO BLACK +1-15 S" C SCALE, tll.Th. 2X4:m SECURE TO BLOCK LLV TAPCONS (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X IW O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL W6- TAPCONS TAPCON MIN. I Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8, CMU WITHIN 8' OF EACH END 4 YJ• DRYWALL I8' O.G. MAX SPAGNCs. 2XS'm I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-i(.' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) TTACH TO 2X PER WITHIN 8. OF EACH END R MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4') DOOR �BK22 �" BIOCK+14WfND0/ TO u SCALE, N.TA. 2X4= SECURE TO BLOCK W/ j(S' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE -400 MIL EMBEDMENT I Y♦') WITHIN 8' OF EACH END NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING -MUST BE ON OUTSIDE 4 2XBm SECURED THROUGH SECURE TO BLOCK W/2-jir'NCN-STRUCTURAL V TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . cm MIN. EMBEDMENT 1 Yi) • DRYWALL WITHIN B' OF EACH END 4 •X4' OR 1'X2' P.T. NAILER 18' O.C. MAX SPACING. 2X8m3o SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) DOOR JAMS OR WINDOW UT14N 8' OF EACH END ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. xmR, Rw+.. xReo ro nus Jrs,ao xa ucmx•, DOOR JAMB TO BLOCK +3" E ALE, N.Tb. 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6me SECURED THROUGH SECURE TO BLOCK w/2-%, NON-STRUCTURAL TAPCONS(MN. SHANK SIZE TAPCON MIN. I-Y4' .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8• cmWITHIN 8' OF EACH END 4 f¢ DRYWALL IB' O.C. MAX SPACING. 2XB:m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' ND 2X SECURE TO TAF'CONS(MN. SHANK SIZE STRUCTURAL MEMBER J45 W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE -400 END 4 6' TO 8' Or- MAX MIN. EMBEDMENT I ,4') CASING WITHIN 8' OF EACH END 4 DOOR JAMS OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" F e TO BLOCK + ALE, N.TA, 2X4= SECURE TO BLOCK W/Yi TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y♦') NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL j(r' SECURE TO BLOCK W/1-I/4' TAPCON MIN. 144- TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4') JQ DRYWALL WITHIN W OF EACH END < I8' O.C. MAX SPACING. OR I'X2' P.T. NAILER 2XSm �.XW SECURE TO BLOCK W/1-1/4' Wb' OAJ5 X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MR HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMS OR WINDOW WITHIN 8' OF EACH END ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. •,014 M1 Y I®® TO!{IrR JYR fD0 xOr DCRIDx•, DOOR JAMB TO BLACK +3-7/16" 11RNDON TO BLACK +3-7 18" G SCALE, I'Tb. 2X4= SECURE TO BLOCK W/Yi TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4) WITHIN 8. OF EACH END R NOTE, STRUCTURAL 2X 18. O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK WA-114' NON-STRUCTURAL Il(r' TAPCONS TAPCON MIN. 1-)4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMu WITHIN 8. OF EACH END 4 DRYWALL 18' O.C. MAX SPACING.X4' OR 1'X2' P.T. NAILER 2X8mmSECURE TO BLOCK WA 1/4' P.T. X 4' MIN. TAPCONS OOR CASING F"TTAC44 (MIN. SHANK SIZE J45MIN. HEAD SIZE 300 MIN. EMBEDMENT IY1) OOR JAMS OR WINDOW WITHIN 8' OF EACH END TO 2X PER W O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" CK +3 4" @3C�A�LE, N.TS. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FA)(: 407.7744078 www.abdesigngroup.com AA M: 0003325 J S R C ij i8 �i d W a � 4D ju! 'Q i 2E ■ auBDrv. Mg L40211 SILVERADO LOT #51 BLK #18 PROJECT* 04128.002-51181 MODEU 4EBB "1828-CALI" GARAGE BVfngG: RIGHT PAGE: DETAILS 150 MPH EXP. B rauaW DATE 07/27/20 SCALE: 1/4"= V-0" SKEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.22 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON 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 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-116 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5- R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-145 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 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 WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 0 7 y� a 0 sv>3a:v ae LOT: SILVERADO LOT #51 BLK #18 PROJECT 04128.00I-51181 MODEIi 4EBB "1828-CALI" GARAGE 901WT TG: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B DAI 0727 ` 20 HATE: / / scALE: 1/4"=1'-0" B1iEET D3 AAPPROVED WILDING W LAP 6 SMALL BE LAPPED A MINIMUM OF 4•AW SELF-ADWEMft MEMBRANE A' .VERTICAL LAPS (ROLL WPLAIIIHINSMA ERIAL)(COMPATIBLE UV MOUSE ENDS) a S' • NEED TO BE LAPS. WRAP MATERIAL) OVER ALL SEAMB NEED TO BE TAPED LATH VERTICAL LAP TO DE I' APPROVED MOUSE WRAP, WITH FORMER SHEATHING TAPE FL.4SNNG TO mX7END ONrO NPE \ I. OR LESS PIPE "'•� Wx6 SELF-ADMERMG MEMBRANE P11E1100 —0 CONTROL. JOINT r—i' THICK 3 COAT CEMENT PerETRATON FLASMMG (COMPATIWE W/ MOUSE WRAPOVER 4 FLANGE OF CONTROL JOINTS T / \ PLASTER / \ �,, { .I SELF -AD )• BE WIRED TIED TO LATH • 91 \ W B LAYER 4, P40W FMR FLAB OVERAPPROVED OG. MAX (VERT). NaM, DO BUILDING PAPER r nw. LAP • nsrK LArw `� HOUSEWRAP. NOT FASTEN CONTROL JOINT TO / \ \ } FLASMMfi t0 E:cTFNO ONTO Fh� 1441 N. RONAL.D REAGAN BLVD WALL EVEN IF STIR EXISTS \� BEYOND EXCEPT STAPLES W) APPROVED METAL LATH ,� LONGW0 FL 32760 SEQII�C'MACONT�PWL JOMTO A�81FP�DORiO f ��) O� X X X l PH: 407-7746078 DURN6 INSTALLATION �— — — CUT AND OVERLAP ONE SIDE OF www,abdosslgngro P7com ar . OVERLAP oNe 91ce a WPM LAYER q, METAL LAN SELF-ADHER46 MEI'1 CUT ANDFIERIONE I AA #: 000332E FASTENERS TO DE SPACED 6WC0 WRAP I PLASMMG WOOD 6HEATNM6 STEP �K •TOG. MAX VERTICALLY _ STEP 02 FLASHING 'S� WRAP I PLASTER3 CHAT CEMENT WiD 00LATER WK4 4 t. - L 7 r'i - • P t o+. • r METAL LATH STUCCO SERF R I W116 LAYER 4, FORT IBM PAPER FIR �'r •..il '1.: <.v LLRD LAYER Q. FORfIF01SIR WILDING PAPER Ire_.J��j .�I•IFT.��n,,, °STIU o WRAF S'PS' eELF•ADHlRMG MEMBRANE PLASHING OVER 4',t4' I SELP•ADM MEMBRANE ER OVER APPROVED olir nK LATH SMALL NOT SMA LAWME NO WOOD SHEATHING INSTALL PASTRS (CLIPS, ENE STRAPS, STAPLES) AS 1Hg1N WRAP. LI e• foe• v To e• REGUWWD TO SECURE FL.ASMNG TO EXTEND ONTO PIPE THROUGH C4PNTROL n PIPE/ WIRE TO FRAMM6 4 4'w4' SELF -ADHERING MEMBRANE JOINTS Off SHALL Elm STOPMemD AND FLASHING OVER APPROVED TICD AT EACH SIDE �� PER AOTM CW63 PLPROVIDE 7X4 DLOCKIN6 "Em \ ACED FLAT MAX W TO S' r nw un, LM..• OVER KL LAP PLAMIING TO octl2n ONTO P7P�E FROM CCNTPWL JOINT WHEN NOTE, \ CONTROL JOINT PALLS ON \ STRUCTURAL STUD 2 1 SCALE. I IR'•1'-0' 'lir' CONT. DEAD OF SEALANT L FASTENERS FOR LATH TO DE NAILS OR �' "TALL APPROVED HOUSIaIRAP AIR STAPLES IN COMPI.IANCH WV ASTM CIOS3 T__ INFILTRATION BARRIER OVER 2. WIRE TIES TO DE (NO. IS) 004TS' WIRE / SHEATHING 3. GLOQCMG SHOWN MAY BE IN ADDITT \ OVER BL OT VE &TW / TO WALL STUDS REQUIRED PER PLAN W; FMISFI !SEE VERTICAL LATH a y� 4 bK[s IJ o & PAPER DETAIL WOOD STUDS SECTION PER SECTION Ex�s4r Ytlatl end olu0arllR him, SHEATHING E#enor use of ZdWW cement plaster SIDE LAPS OF METAL shell comply VAh the ePpk b.. PLASTER RASES SHALL requirements of ASTM C 920A2A. BE SECURED TO WILDING° PRAMe• nw. Inatallatbn of exterior lathing end naming O1 _W TYPE CONTROL JOINT THHEYIeSMALLLM ITIEED PAPER LAF shellmmplywllh ASTMC108312A. W • - BETWEEN SUPPORTS UTN om419-IN. (121-MM) STUCCO x• Lrw . ur" �` WIRE AT INTERVALS NOT v LM • �ar[R la MORE THAN 9• f 229-MMA V AS PER ASTM CV63 Di L�D •�• �2 L•«� •�• 3A PIPE PENETRATION DETAIL (FRAI" IE) _ � L aeAel . rr. a ®FOLD ® KIC KO UT IN WRI PAIR STEAMS HORIZONTAL LATH N.T.S. DETAIL MAY Me PATW'�° MAY DE PATCHED & PAPER DETAIL YIAfQ1SE WRAP TAPE PER MANUF. SPEC. OR /Ct.D PEEL f STICK A OK Fri D eawo • ® L FOLD eea Hm a n. A WOOD SHEATHINCs OR CMU Pr. A E II. OWAN a FT.a T. cllAel•Pca ` WRB LAYER FI, 1 QOAM ePT. C K STUCCO WRAP (FRAME ONLY) > oGaAN a Pn, o w� 4 FOLD PT. C oVee Pr. a TILL Pt.O Toucwn ® eorro"RAN= THICK, 3 COAT CEMENT PLASTER (FRAME), V2'W GOAT LEGEND CEMENT PLASTER (GM METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER DRAINAGzE PLANE (WRB • n �� ROOF/WALL SCREED ' a.,RTWIT LAYER *I, STUCCO WRAP) S AL POLO.22 ME Off. p THICK 3 coAT CEMENT ? 5'X5' 'L' TYPE CONTINUOUS WRB LAYER °`2 (FORT IF I BER PLASTER 0=41R•2OOAT E GALV. METAL FLASHING MIMIum L MAN" -2 rcw z (NAIL TO ROOF DECK, NOT BUILDING PAPER) WRB LATER a, Flom R E WALL SHEATHING) WILDING PAPER 01{ME aiY, 00 STUCCOLAYER 0. CAP SHINGLE - DO NOT NAIL, METAL LATH x—x—x—x SnKeeoWIIAPnIeArso4n" Z�, - k INSTALL WITH ROOF CEMENT FN atMDIV. as LOT SILVERADO LOT #51 BLK #18 PROJ=T# 04128.002-51181 MODEL: 4EBB "1828—CALI" GARAGE BTrnCG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. "p "Yom OF 1WILCM ow B ovm NAHAtl PLAOX STOP �«'c:) STUCCO L. cm momROOF CEMENT ROOF PER ELEVATIONS WOOD 5NEAT4-IINCx Rf� I SELF-ADHESIVE FLASHING \ NOTE., \ � nR No �� cRn METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-541-m9, MIN. 2.5 LBS, PRurr 07/27/20 PER 5Q. YARD (UTILITY OR NOMINAL 8CALE:1/4"=f-0" OWN" Rooms en ANTlRTHI bW a ROOF . DATE' OWmom,omAP G' =`"•LATH DOES NOT MEET SPECIFICATIONS) aSEET PAGM Ia, MlCN/P40ALL. PYGA eRAP (�)­ L" FLASHING ��WA1 N.T.S. INSTALL 6' SELF -ADHERING MEMBRANE FLASHNG OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. b' SELF ADHESIVE SEQUID= OF FLASHNG TO BE, SIDES, OVER TOP H SIDES 1. BOTTOM 2. 3. TOP X VENT CAP IS TO BE SET IN 15ED SELF WOOD SHEATHING OF SEALANT AT TOP AND FLASHING IL LAYER 1, "X SIDES ONLY. SEALANT IS TO DE UNIT STUCCO WRAP TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. LAYER 02, FORTIFIDER 1441 N. RONALD REAGAN BLVD E-2 DEAD ALL AROUND PREMANUR DRYER BUILDMGPAPER LONGWOOD, FL 32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH:407-774.8078 i JOINTS AND INTERSECTIONS CONT. SEALANT) WOOD FAX 407-7744078 APPLY SEALANT AT PERIMETER OF BACKER ROD INON -MOVABLE FRAME AND STUCCO CONSTRUCTION ..y�FMISFF• lOODD PASTpI TO WOOD STRJCTURAL www.abdesigngroup.com AA N: 0003325 ON ALL SIDES,Y4 CAULKING •JOINT ALL AROUND SEALANT • R° G S' CMU TOP t SIDES i PER SECTION R703.7 X, TON.P ECRE WALL .P ECRE Ederlar h Mna and Onterim BACKER ROD Exterior use of portland cement plaster shall comply with the application 6 B DRYER VENT (BLOCK) :x. requirements of ASTM C 926-12A. k_ � s1 STRIP Installation of exterior lathing and framing shall comply with ASTM C:06 -12A. CLEAN MASONRY BEFORE APPLYING. WRB LAYER 1, STUCCO WRAP TEXTU. DMASON¢l I .;.. HOODED VENT BUILDING PAPER OVER 'QUICK - - - -I HORIZONTAL WEEP SCREED 'X, 3COAT CEMENT FLASH' r 7B I PLaIC - 1 (FRAME TO BLOCK) METAL LATH — — WRD LAYER ►2, FORTIFIDER PIPE THROUGH WALL BUILDING PAPER WOOD SHEATHING gg 0 DRYER VENT (FRAME 6' SELF ADHESIVE FLASHING (INSTALL PER MANUP. SPECS.) B' BUILDING PAPER 1 UNDER 'QUICK FLASH' WRB YWRAP CUT OPENING IN STUCCO APPROVED HOUSEWRAP FOR BOX INSTALLATION C A VENT PENETRATION STUCCO WRAP CUT 'X' INTO RIWG MEMBRANE FLASHING t i SCALE: N.T.B. APPLY SELF -ADHERING WOOD SHEATHING RANEI IWx pyEMR BOX FAN# OVER APPROVED UJRB LAYER 1 STEP #1 STEP #2 APPROVED WOUSEWRALP OW WRB LAYER 1, STUCCO WRAP ELEC. METER FIELD I �ELEC. VERIFY LOCATION METER FIELD TT VERIFY LOCATION CUT SUCH THAT 9 APPLY 60 MIN SELF-SELF NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY STUCCO SCRATCH GOAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER APROVED PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER R, FORTIFIESER CAVITY TO BE FILLED STEP #3 BUILDING PAPER WITH RIGID POLYMERIC 61EF "i LEGEND ISOCYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMER(C DRAINAGE PLANE (WRB BASE SEALANT AT POINT COATNG OVER LAYER Of STUCCO WRAP) THAT ELEG WIRE PENETRATES 9EE T�YP� ICAL FINISH BUBDIV. Ab LOT SILVERADO LOT #51 BLK #18 PROJECT# 04128.002-51181 HODEIJ 4EBB "1828-CALI" GARAGE 9WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B APPLY E-Z BEAD °sa-a SECTION) WRB LAYER 02 (FORTIFIBER - - - - - GRADE 0' ° BUILDING PAPER) AREA TO RECEIVE ° METAL LATH FELT -PROVIDE STUCCO SCRATCH COAT SEALANT AT ALL n METAL LATH X—x—x—x t I GOAT OF PAINT WRACK- JOINTS AND ROLL PRIOR TO INTERSECTIONS L ....° STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND f93723 SELF-ADHESIVE FLASHING - - - - - DISCONNECT STEP 05 STEF #ro NOTE: PRINT 07/27/20 METAL LATH: LATH TO BE PER SECTION O ELECTRICAL RECEPTACLE DATE: i/4"=i'-o" R�03.1.1 /ASTM C-841-09ELECTRICAL CONDUIT , MIN. 2.5 LBS. O PENETRATION °SET PER SQ. YARD (UTILITY OR NOMINAL TAT ^ LATH DOES NOT MEET SPECIFICATIONS) 1/� fi LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x StUGCO SIVE FLASHING - - - - - k 2 1/22 k CORNER BEAD (FASTENER 4 SPACING o l' O.C.) CMu V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD L ONGWOOD, FL 327W PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003326 a mill SVHDM J I.oT SILVERADO LOT #51 BLK #18 PROJECT# 04128.002-51181 1[ODEL- 4EBB "1828-CALI" GARAGE BTfU=: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DAA E 07/27/20 SCALE: 1/4"=1'-0" SHEET WA3 2x6 SUB-BANt) W/1'x4' NOTCH tv END, WRAPPED IN PEEL 4 STICK DRIP EDGE I\ 1/6' TEXTURED I FINISH 6+ WOOD I �� 1/2' TEXTURED FINISH m CMU METAL FASCIA \� WRAP Ys' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) \� 1/8' TEXTURED FINISH • WOOD, V2' TEXTURED FINISH • cm METAL LATH METAL FASCIA WRAP OR OSHEATHIWx WRB LAYER 01, STUCCO WRAP (FRAME ONLY) — WRS LAYER 02, FORTIFISER BUILDING PAPER (FRAME ONLY) 2X6 SUD BAND � ROOFING CEMENT DRIP EDGE ©FLAN B METAL KICK OUT \\ NOTE: NOTCH FOR 2X( \`\ SUB BAND ONLY N ROOF KICK OUT REMOVED \\ �\ FOR CLARITY ` ROOF DECK (BEYOND) oo \\/,__24DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) 1 �1/5' TEXTURED FINISH `\ / WOOD, 1/2' TEXTURED FINISH * CMU - 2x6 SUB -BAND W/I'x4' NOTCH S L * I END, WRAPPED IN PEEL 4 STICK ®E " E VA T I OI 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'-O' SCABBED TO TRUSS W/12d NAILS 6'-0' O.C. MAX. 2x SUB -SAND W/Wx4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL x x x x x x x x x x x X x x x x x x x X x x x x x x x x x x x - x x x x x x x x x x x - x SUB BAND DETAIL ® WALL W/KICK—OUT 1ME OR CMU T 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/11�'x4' NOTCH S END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY ? OR CMU KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 11 N. RONALD REAGAN SI LONGWOOD, FL 32760 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 F r � y m � C SILVERADO LOT #51 BLK #18 RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH W. B DATE 07/27/20 SCALE: 1/4"=l'-0" SHETVdAE�T� 6 39'-8" 28'-8" -4" 9'-8" 9'-6" 15'_10" 3'4" --FM-12X12 1 FM_12X784"CONC. SLAB4_3112-24X2410FM12X18 I--FXTENFD 1.1 SLAB 1 1/2' I • I I 1 1.1 I TOP OF I SLAB 5 r` . I I I �I I I • I� I• I I� I �I I I I� I 15'-8' I 4" PVC 1 o HASE 1.1 TE4 — *-5 112 I 412-8 17-8 -_ 5 X-0„ I I I s I I y LLI . i 1 EXTEND ',' SLAB 1 1/2" 2 14 CONC. �I m FM-12X18 m 1.1 I I SLAB a wl .. I ' • I I A,-3 1/2 03 al L----1 *7 112 1 1.1 L 1.1 FM-12 _ 0 F -12X18 FM-12X18 FMC-12X18 4 4 1.1 1.1 10'-2" 3'-10" 2'-8" 16'_0" 2'-8" 21'4" 14'-0" 4'4" 39'-B" 3 VIE IV FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'.0", SEE SURVEY PLOT FOR NAVD. 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 112" 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. 11.13INDICATED #5 BAR, MINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30', #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 53D-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" OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED Y-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF, REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x12 12" CONTINUOUS 12" - s FM-12x18 IT CONTINUOUS 18" FM-16x18 16" CONTINUOUS 18" - s FMC-12x18 12" CONTINUOUS 18" - s VARIES 24" s (-)0"4„ 1441 N. RONALD REAGAN 81. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 L4 Z 6 1 gbg 6 o a SUDDM Ae LoT: SILVERADO LOT #51 BLK #18 PROJECT/1 04128.002-51181 MODEL: 4EBB "1828—CALY" GAMAWOM 8WING: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B D TE 07/27/20 8CALE: 1/4"=1'-0" 8HEET S1 z, 3s(�98 �'wr s� 39 MIN. EACH WAY MONOLITHIC FOOTING 4 Z + r. p Z STEEL REINFORCING IN GROUTED `� ^ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND D L SPACING REQUIREMENTS :.I, SPACING REQUIREMENTS P_ m GARAGE DOOR mW V W RECESS a. h Q FM I J 8" - Z 8" CMU WALL O 8" CMU WALL I° .I CORNER BARS, SAME SIZE AS LARGER BAR w W = O - b ro Z +- 0'-0" IN FOUNDATION WITH 30" LEG EACH "'llll LU b� +- 0'•0" 0 ei„i' I WAY AT ALL CHANGES IN DIRECTIONS N y TOP OF SLAB - - TOP OF'" I .. % SO THAT THE STEEL REINF. IS CONTINUOUS II' MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ••- EXT. PORCH SLABER TANDBARQUANTITY E SLAB SCHEDULEBAR SIZE 48 BAR DIA. (1STORY) #3 18" EXT. PORCH SLAB V RI SEE SLAB SCHEDULE TOP OF GARAGE Io� � v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET %=0. AT ELEV: W/ 1/2" ISOLATION (WHERE ER (2STORY) #4 Y4" W/ 1/2" ISOLATION 4" CHAMFER(ISTORY)JOINT 6" CHAMFER (2STORY) APPLICABLE) ZDULE 30" JOINT (WHERE APPLICABLE) Z �..�EE SCHEDULE#5 A WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST TITY #6 42" N AND BAR QUANTITY NUMBER OF BARS (Ia. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:3a"=,'-o" 2 @ GARAGE SCALE: CORNER BARS DETAIL 3 DOOR OPENING 4 - SCALE: 3l4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON GHT 4 NAILS, 2-ROWS, " O/C BTM. VERIFY HEIGHT VERIFY NAILS, 2-ROWS, 4" O/C BTMHEIGHT , LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN ui 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 j o' NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GAL GALVANIZED GALVANIZED PIPE O SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE WNW WEDGE ANCHOR W/ 7' BTM. PLATE TO BE PT. AN @ BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 8 UNO PLATE EPDXY 5-1/2" EMBED. MIN. ® 16" OC SLAB WI10d MASONRY q FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. SPECIFICATIONS FOR Q BTM AND TOP PLATE ADDITIONAL METAL UP I ANCHORS WI 10d x 1 112" CONNECTORS NOT SECURE FLANGE TO F- PREPARATION OF 0 COMMON NAILS FILL ALL REQUIRED WHEN NO A SLAB W/(4)1/4" X 2 1/4" TAPCONS HOLE. w Ir HOLES, 00 NOT USE 10d w UPLIFT IS PRESENT. U z 3" w SEE SLAB SCHEDULE K SEE SLAB SCHEDULE g p QO < G TOP OF SLAB _\ . TOP OF SLAB 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SCALE: 3l4"=1'-0" MONOLITHIC FOUNDATION -f INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL 6 r SCALE: 3l4"=1'-0' (W% UPLIFT) o SCALE: 3/4"=1'-0" (NO UPLIFT) SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 11 CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYP No 2 STUDS SEE Q a PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO O Y BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/,Od MASONRY NAIL C Q W 16" O/C STAGGERED. ADDITIONAL METAL w U a a CONNECTORS NOT REQUIRED WHEN NO R N O 8" CMU WALL UPLIFT IS PRESENT. Z +- POURED LINTEL CONT. (TYR) ;: 8" CMU FILLED CELL (TYP.) +0'' - TOP OF SLAB l SEE SLAB SCHEDULE e 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- 0 Z Z - MINIMUM EMBEDMENT INTO TOP OF SLAB n^ f "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND m CENTERED UNDER WALL AND Lf 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE I --SEE SCHEDULE FOR BAR SITE V FOR WxD, BAR SIZE BARWxD AND BAR QUANTITY ll"` AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL AND COL. PADBLOCK WALL CONNECTION 3/a"=1'-0" (NO UPLIFT) SE221!�[G SCALE:34"=1'-0" 1 1 SCALE:3/4"=1'4' Ii N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-77445078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h y � 9LJHDIV. & I.OT: SILVERADO LOT #51 BLK #18 PROJECT/ 04128.002-51181 MODEL. 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B rpnnrrDA 07/27/20 SCALE: 1 /4"=1'— 0" SHEET S1.1A DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdesl$ngroup.com L AA #: 0003325 h IN r C m C �oq O SUDDIV. Z I/OT 14 SILVERADO LOT #51 BLK #18 PROJECT# 04128.002-51181 MODEL.• 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B DATES• 07/27/20 9CAXJC- 1/4"=1'-0" eIiEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK -GROUTED BOND BEAM N m® #5 BARS I—E-1 m.j 8" ,- CLEAN OUT REQUIRED FOR INSPECTION C1 e 1: TIE`/ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z� #3 1B. #4 24" m U #5 30'• #6 36" #T 4r HORIZONTAUVERTICAL (D REINFORCING SCALE: 3l4"=1'-0" z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS y F�- [QII U J Z 8" CMU WALL o TOP OF SLAB - c - TOP OF SLAB SEE SLAB SCHEDULE W a > ' n EXT. PORCH SLAB 4" CHAMFER (1-STORY) en QU W/ 1/2" ISOLBAR SIZE 48 BAR DIA. ATION 6" CHAMFER (2-STORY) #3 18" JOINT (WHERE { #4 24" APPLICABLE) Z_ MATCH STEEL #5 30" REINFORCEMENT 6" PVC CHASE 36„ THRU FOOTING PER SCHEDULE #7 42 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 0HRU FOOTING SCALE: 3/4"=1'-0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 0: 0003325 y ppp dC :+ tt��y O � b 9uBwv. Le Lop SILVERADO LOT #51 BLK #18 PROJEOT# 041 8.002-51181 MODRU 4EBB "1828-CALI" GARAGE BWrKG: 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 Wl (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.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 (pe1J SIZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Sal MASONRY 3D00 Sx8 (1)#5 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 48MF6MA SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH -- - ms 64r (42') PRECAST 2231 4'4r (46') PRECAST 1SS5 4'd (64-) PRECAST 1MS 64- PC) PRECAST 1217 6'-10' (7n PRECAST 1062 6d (78-) PRECAST ON 74r Rn PRECAST 743 9-4' (112') PRECAST 564 lad (IMM PRECAST 475 /1'-V (13n PRECAST 362 lyd (144') PRECAST 337 164' (16n PRECAST 286 iBd (ISM PRECAST 279 14'4r (176') PRESTRISISED N.R. 164- (164') PRESTRESSED N.R. irW On PRESTRESSED N.R. 1S4' P21 PRESTRESSED N.R. 21'4' (2551 PRESTRESSED N.R. 2r4' C2549 PRINITRESSED N.R. 24'0 PRE87RESSED '0m0000m D�EmOmmEno mm0000� oomomo� 0m00000 0®�0�00 m®mOmmm mmomoom m000m00 mmm000_"!Q� 0mm00m0 �O"OAK=QW 0""0©00 OmmOmG.,Q� 0mmmmm0 o��ml�E�O oom0mov oomm�oo ®omommv ®�6�7mm00 m0mmmm0 �� NN�� ���mmm0 �010���0 �0��Wm�0 0mm©mom (25S) N.R. 12 M 4m ee1 I m/ I tom I IM (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'BAFE LOAD TAS ES' BY CASTCRETE MAY 201E EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 8" PRECAST & PRESTRESSED U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4&W.6MA S71FEE LOAD I I tamr-6MA I SAFE LOAD - POUNDS PER LINEAR FOOT 6d (42") PRECAST 1025 1024 1 1658 1 3'd N29 PRECAST 'm (481 PRECAST 78b 7S3 13M 4'd (4n PRECAST 4'4r (541 PRECAST 5112 5B1 1073 4'd (64-) PRECAST 64' (64') PRECAST 411 411 746 64' (641 PRECAST V-10' (71Y) PRECAST 340 339 616 F-10' (70') PRECAST 64r (7M) PRECAST W7 721 490 6d (78') PRECAST Td (90') PRECAST 424 534 383 rd m PRECAST 74- (117) PRECAST 326 512 230 9'4" (112') PRECAST 1014r (12n PRECAST 264 401 180 tad (121n PRECAST 11'4' (135) PRECAST 20D 452 154 11'4' (138') PRECAST 124r (144') PRECAST 244 402 137 17d (144D PRECAST 13'4- (IW) PRECAST 217 324 110 13'4' (IW) PRECAST W-V (16r) PRECAST 205 293 100 14'd (18" PRECAST 14'd (17n PRESTRESSED N.R. 254 $1 14'd (17n PRE 164' (184") PRESTO N.R. 250 83 1" (1341 PRESTRESSED lr4' (An PESTRESSED N.R. 194 64 1rW (20S') PRESTRISISED 174' M21 PRESTRESSED N.R. 148 52 194' (232') PRESTRESSED 21'4' (25S') PRESTRESSED N.R. 125 42 21'4' Win PRESTRESSED 2r4r (2641 PRESTRESSED N.R. 116 40 2r4T" (2541 PREB/idESM 24'd (29" PRESTRESSED N.R. Si 33 24'd CM-) PRESTRE88ED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUCT8 BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING L----- mm1----- m—mJL — — — — — — — — — m m m m — -A - — m-- m—m—4 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 1 ry� C kok b iKKo 6 4n lu 0 etMDIV. & TAT SILVERADO LOT #51 BLK #18 PROJECT 04128.00 -51181 MODEL: 4EBB "1828-CALI" GARAGE BTW# NG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B DA E`: 07/27/20 SCALE: 1/4"=1'-0" >siiE CT NOTES TO THE INSPECTOR/CONTRACTOR TYP.6"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D 1#5' 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �e \,\ PLACE STEEL HEIGHT. �OF REINFORCING (L2) 4. THE LAST COURSE WILL. BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND r\G� 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"x16" FtP\' S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / Di TOP OF THE LINTEL. 1- g" I- a— LlLN. RONALD REAGAN BLVDVERTICAL REBAR W/ 10" HOOK6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. NGWOOD,FL32760 y�8z16 DBL.BOND TOPOF PH: 407-774.6078 BEAM WI (1)#5 BAR BOND BEAM AX: 407-774.4078 \O EACH COURSEw.abdesl8ngrouP.cOM G 8z8 BOND BEAM TOP OF AA #: 0003325 • OQQ.�\� W/ (1) #5 BAR BOND BEAM t30"TYPICAL F = FILLEDW/GROUT .t\U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL.#5 BAR INND BEAM rc//// /—BEAM COURSE SEE NOTE 5 16-1 T/ 1 1 V 1 / SX8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) EF NOMINAL—�� Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY CORNER 0 OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION OF BOND BEAM THAT xFXX-1i/iM/oB INDICATES DOUBLE BOND BEAM #OF #5'S, BOTTOM BxB PRE -CAST CONCRETE &REIMNFORCING AND XFXX - tt/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER SCALE: 3/4"=l'-U' IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX- 1TflM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN WINDOW SIZE.K SIZE.145 MIN D 300 MIN EMBEDMENT NT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT !S (3 C iq iD _�l ^ 2x6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST `a tb" - OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') B' SLOPE FROM EACH END AND 18' O.C. MAX. MIN i-114" n EMBEDMENT iN 2x8 (MIN 2 X 3) 2-3116 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/ I a,EMBEDMENT O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END p EMBEDMENT OSB TYPICAL MASONRY WINDOW CMUWALL HEA7HING SILL CONSTRUCTION G ARCHWAY FRAMING DETAIL SCALE:11l2"=1'-0, 5 SCALE: 314'=1'-0" r SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM aysa:v ac IAT: SILVERADO LOT #51 BLK #18 PROJECT# 04128.002-51181 MODET. 4EBB "1828-CALI" GARAGE a1IING: RIGHT PAGE: DETAILS 150 MPH EXP. B PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM NGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3l� 0" DATE. 07/27/20 aCAL.E: 1/4"=1'-0" MEMET A.S2. 1A r SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM aysa:v ac IAT: SILVERADO LOT #51 BLK #18 PROJECT# 04128.002-51181 MODET. 4EBB "1828-CALI" GARAGE a1IING: RIGHT PAGE: DETAILS 150 MPH EXP. B PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM NGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3l� 0" DATE. 07/27/20 aCAL.E: 1/4"=1'-0" MEMET A.S2. 1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" 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 CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER I 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 / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJ1 J7 n CJ1 I CJ3 = n n„n n 1A I dNn u0n ynx ntln x pryu gpu 71i x CJ3I II 3.1AB CJ5 ..a..==u n i x n n x n u u =� CJ5 1A LIJ 1A 3.1 A10G 3.1 . a.... .=.av=:.ss - ......... .....axk _ .... =.aQ . __.:. =..s . _.: . .=s=a ...asp ..®s .. F'REFABRKA71OF _.�.�.�= 2 7RU88E8 @ 2P O-C. MAX z a AlAl C I :.... .... ..... a.®. �ACrESSry. a 1A to 1 A3 ..-----....=._. 1A 3.1 GTASGE to 3.1 L 3.1 w 9� --r Cl Bl EJ2 �,a s B2GE 8 7 3.1 3.1 8 7 FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 327W PH: 407-7746078 FAX: 407-774-4078 wwwabdeslgngroup.com AA #: 0003325 C 6 STJHDIV de LOT: SILVERADO LOT #51 BLK #18 PROJECT 04128.002-51181 MODEL: 4EBB "1828—CALI" GARAGE SV►LNG: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B 3I Dw� 07/27/20 SCALE: 1/4"=1'-0" SHEET 6. S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Od x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }'NAILS TO TRUSS DBL STRAP, i EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ iOd GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON "ROOF/WALLIFLOOR HTSM20 W/101od TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE" TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON 6", S' x 4'-0" MAY BE ADDED HTSM20 INSTALLED ON PRE-ENG TRUSS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF OIC TO FACILITATE ONE BLOCK WALL W/10 IOd TO ADDITIONAL PLY MAX. TO TRUSS AND (4)1I4" x 2 1/4" ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS. CONT POURED LINTEL ENGINEERED WOOD TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 13 1 b -- TYPICAL TRUSS/ CAL : 4"=1'-0" GIRDER CONNECTOR(§) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS AG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) N-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/ 1/2" 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. tE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED _ 10'-0" O.C. MAX, SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=1'-0" DEPTH 114*0 —HOLE EDGE >518" —HOLE DIAMETER < 2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY STM.- PLATE STUD NOTCHING /01 AND BORING LIMITS EDGE -5/8" HOLE DIAMETER - 3/5•D DBL. STUD THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 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 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES, 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-O" �-- TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1441 IN RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 O Z F rJ C 1 b SUDDIV. AC LAT: SILVERADO LOT #51 BLK #18 PROJECT* 04128.002-51181 MODZLa 4EBB "1828-CALI" GARAGE 91MCO: RIGHT PAGE: DETAILS 150 MPH EXP. B . .c• •iz 7Tj • '- K v F—PRDFTDA 07/27/20 BCAL.Z: 1/4"= V-0" SHEET S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O WOOD PRE-ENG'D G'D SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS O O.C. (TYMAX FOR STRAPPING O 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)10d's Q EACH TRUSS TO BE INSTALLED Q 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 www.abdosigngroup.com L AA N: 0003325 O kbK 6 c 4 mmmmmo BTJHDrv. ae L071 SILVERADO LOT #51 BLK #18 PROJECT* 04128.002-51181 HODEIa 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: DETAILS 150 MPH EXP. B 3i DA 07/27/20 BCALE: 1/4"=1'-0" SHEET S3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE Wl (3)12d Q EA. 4'-U' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) X BRACE 30'-1"TO 60'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER PRE-ENG GABLE TRUSS (2)"X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-E FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFWWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIAfZFNGINEERED NNECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED Wl (3) 16d WOOD GALV.COMMON NAILS. 4" O/C, lx2 SECURED W/ 10d DRAWINGS GALV.COMMON NAILS CONT. 2x4 RAT RUN 12" O/C AL SECURED W/ (2)12d's (aj MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3f4"=l'-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION � SCALE. N.T.S. 1441 N.RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA t 0003325 b aUDDIV. ae WTI SILVERADO LOT #51 BLK #18 PROJECT#E 04128.002-5 181 MODEU 4EBB "1828- CALI" GARAGE STUNG: RIGHT PAGE: DETAILS 150 MPH EXP. B 07 9CA.M: 1/4-= V-0" MMET s3.ICI GABLE -ENO ROOF WIND DESIGN PRESSURES NET (GROSS) AScrr-Tff-- ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= W-17 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 7/19' O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. S/8 COX EXT. PLYWOOD, WITH Sd 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 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 112" 0.120" 170,000 RING SCREW SHANK 16-20 RINGS ER INCH) 8d SCREW SHANK 2112" 0,120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J z C1 W ] Z n v2 CI . D y Q z O . a Q Y Z Z W S C7 �L) LOU JuU�� J U n O �U, a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO. RAFTER OR TRUSS onnc aucerwur_ ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS - Q 6" O.C. IN FIELD ` P. EXT. HIN A CH EN ROO S EAT (O.S.B. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS @ 12' O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.G.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/1r. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SEE. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017. 861 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/1'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACf 318-14, BUILDING CODE REQUIREMENTS PROVIDE SASE CONTINlX2U5 POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSaN-GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC„ SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FB = 1100 PSI AND A MODULUS OF :ILLS, FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED BINCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY 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 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, 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 EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 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. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING 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. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, 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 WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 'CHAIRS SPACED 3'-0' OC EACH WAY. 2 TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-0GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036- AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES A FOUND. RE REBAR SHALL BE ASTM A815 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A81 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS; All THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIIWTCA BCSI 1° ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER NGIN ER'S E COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD HKxHmTlCurrent REVIEW. TYP, MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 PSf BTM CHORD -rwn-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36° CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD 20 psf TOP CHORD (7 per w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 DO WINO: DEAD LOAD SPEED =17) MPH 3- SECOND GUST 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 (ASCE EXPOSURE B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS. FEASIBILITY& ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLEFBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) 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 AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOPS}, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30ps1, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40Psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE SEMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8- WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "W 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION, AND/OR FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORSVERTICAL AN R VERT L THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY 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 SEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, 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: 97H EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38, Fy = 36 l sl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B. Fy = 48 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-OPFGRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PPoORTO CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5' M- PRIORTO THE ADDITIONOF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-940R MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN w MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3-FOR CONCRETE CAST AGAINST AND PERAMNENRY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER' 1-Irl" FOR At AND SMALLER2" FOR 08 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1/7 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-0FF4HE-NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICAMIN 312E TYPE SPACSJG REMARKS APPL1-1- S¢E TYPE SPACING REMARKS 14PTFURRING TO CASE HARDENED COL S O'C -DEDOOR SICK IP DW. TAPr'JNMASONR V B. aC -EMEED.,4°ENDDST., MASONRY/GONG. LpJO. TO MA90NRY/WNC. NO WASHER FASTENER 119°EDGE OLST. SGD, AL. EXT. OOOR9 CASE HARDENED COIL COIC WWOOWiD00FL FASTENED ---EDOORBUCK I- WI EXPANSION BOLT 2A"O/C -EMBEO.d'ENOOIST., Ix R, SEE NOTE. NAIL11II LONG. STAGGERED INTO MASONRYICONC, TO III-YICCNC. WASHER 3'EDGE DIST, Wl-CASE HARDENED LOLL IN O/C WINOOWIOOORI FASTENED ME.LSTRMro CONTACT THIS ENGINEER FOR SPACING 1. PT, SEE NOTE6 NAIL I III LONG. STAGGERED INTG MASONRrIC- MABONRY/0-C. REQUIREMENTS EXT. SWINGDOOR (2)11SDM. 'TAPCON 1S"DIG 114" EMBEO,CENp. NONBEARINGWWD EXPANSION d'EMBED. P'END 2d OIC BUCK 2x PT, SEE NOTES NO WASHEp FASTFfR GIST„111IE0GEDIST. WALL TO CONC. StFS ASHER DIST.,9'EOGE DIST. 2x PTWINpON SICK 0,195°PAF x211B" 9"O/C d" EN., DIST.. 111Y' PT TO STEEL COL., 9EE WIWASHER STAGOFAED EDGE DIET. Re 1. STAAPPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS i0 FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SWILL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE RAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN B LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407.774.4078 www.abdesIgngroup.00n AA #: 00031111h. 300HUME SVSDIV ag I40T: SILVERADO LOT #51 BLK #18 PItOJECT# 04128.002-51181 MODEXA 4EBB 161828-CALIFF GwRwGE OWDM; RIGHT PwGE: DETAILS 150 MPH EXP. B t: < 4 1 it