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HomeMy WebLinkAbout35660 Burma Reed Dr99 91828-4EBB-CAL191 HOME opv-� `�06�y.9 C) ,0 co��oNP��e� Q Quo PEE �N� Pam' 12602 TELECOM DRIVE, TAMPA, FL 33637 Tah (813) 740-9720 Pax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: 813 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •naM BND = CM, FjsM niMAI, and mmx (m) • IDCIi', SiAlE QODTC4 p -OCCUPANCY - RRSIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB 'MID INTERIOR FDV[3ft — CLASS B •BASIC HIND SPEED — Vu(t=150 MPH Vasd=116 MPH 'SOS _ B • I —STORY RESIDENCE •2—STORY RESIDENCE — MAR BRIGHT AS PER LOCAL AND STATE CODES ABV, A/C A/C T. AMP. BC,ID,. CAB. CLG. CLR. CONC. CPT. C.T. D. DG. D.G. DIA DIM. DISP. DP. DR. D.S. DTL. D.W. EA. ELEV. EQ. Lim.H. EXT. F.GJFX. F.G. FIN. FLR. FLUOR. FR.DR FIG. GA. GAR. DLSP. G.F.I. GL. ABOVE AIRCONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND-FAULTCERRUECIRCUIT GLASS LAV. LDM. M.C. MFR MIN. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLY. PR. PR. P.T. R. BAD. RA.G. REF. RM. RO. S.C. S.D. S.H. SLIT. SHMG. SHWR SIM. SL. SL.GL. STD. SwS TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD ED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCORE EXT DR SMOKEDETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEARWALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOPOFSLABB TYPICAL DATE DESCRIPTION M6A6 CD�g�D ARCHITECTURAL SHEET DESCRIPTION qTFBC � BA a•DATE PG C1—COVER SHEET PG GN—GENERAL NOTES Al -FLOOR PG A2C—ELEVATION "C" 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-WAASSEMBLY DETAILS LL PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS "AS CD'SRE-M&M 024V8 SIDNG ELEVATIONS ADDED o3n6n6 -CPS RE•IbdlD 04/" FOOTMREVISi MRMSOAD O6121M CD'SRE-WIED p2/pyg ADDED CURBLE66 FOOTER AT GARAGE DETAIL (FORT MYERS) ftWA AN PLMANIEL@ICE 03/2" REVISED LNTEL 612E 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 W4A% GARAGR HALL BAT�(MELW] ADDED ADDITIONAL RECEPTACLE IN GARAGE PER 1 SQ.FT. CALC. S 04/l4M REVISED HVAC VOLIMN ON &FT CALL SCHEDULE (MEiLW 06A2/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/8UA (ORL) LWNG 1.828 SQ �. GARAGE aim ea FT. NTRY E16 Sa FT, LANAI W eQ FT Total 23sa ea Fr. 06RU0 ADDED LED L&n s KICRN J 15ATH PER MARK BOUE6 OTASA9 ADDED STONE OPTION ELEVaTK7N C.D (TAMPA) pyTUg ELEVATION G' 6IDNG-ADDED LOUVER � GABLE ROOF Ip/26)IS ADDED OFT. F-V CELNG HEK.HTS OI/ a REPLACE U6P C0#ECTORS BATH W"ON CONNECTORS 04MM REVISE ENCAVENT RADON PLAN DMEN6ICNb 04A7 M OPT. 8'-0' CLG. HOT: ADDED LED LWN FOYER 04/mm OPT W-V CLG. HOT. ELEVATION 'C'• REVISED W001T OF ARCMUAY OS)06R0 ADDED ELEVATION6'L' I W (AIL) STRUCTURAL SHEET DESCRIPTION GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR. HEADER HGT. OR HT HEIGHT INSUL, INSULATION TNT. INTERIOR U.N.O. V.P. W. W/ WD. WOW. W.I. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD RATE HEATER WROUGHT IRON 01" ADDED ELEVAT08 TTG'-?Ta•I -M' (ORL) PG Sl-FOUNDATION PLAN PG 911A—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.1A-DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3—FRAMING PLAN 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 PG S3.lA—DETAILS PG S3.113—DETAILS CLARIFICATION. PG S3.1C-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG SN1-DETAILS 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. 1 N. RONALD REAGAN 8I LONGWOOD,FL32750 PH:407.7748078 FAX; 407-774.4078 www.abdaslgngmuP•com AA A: 0003325 4 9VHDIV. at iAT: SILVERADO LOT #47 BLK #18 PIRAJECT*I 04128. 02-47181 MODTELt 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B 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) LINO. 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 WINDBOR14E 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. STE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 R302.51 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 1318INCHES 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 R30Z5.2: 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/INCH GYPSUM BOARD OR EQUIVALENT, 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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: 1. 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 ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUIMBIMG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE AS APPROVED BY THE BUILDING OFFICIAL. (S 40 ) 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/4' 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 EXTERIOR FM NM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -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 DRYWALL SCREWS AT 17 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 AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 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. >I� L"i N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774.4078 www.abdealgngroup.com AA N: 0003325 }- y VVZ z 44 is kb IeunDiv. ae FioT SILVERADO LOT #47 BLK #18 PROJECT* 04128.002-47181 MODEU 4EBB "1828-CALI" GARAGE ISWMG: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B sw-A. /; ipIIO o oily■■Io - - o'I■■■■■11■Ilo'l■■■Y■■■■■lo o,■■■■Ilo I - - o _ o _ � - - - - 0 - - EPA' - IJ - OI I• - • ::11'11 0p -I 14 - o - - p n oAS REa - r...rBOLLARD OG. PER SLCODE / GARAGE o S : U' 11 TRANS.o o olo �. : T- olo __wfRy - - • / I: - M o �o C oll■■■■■1�0 oil■�■■Ifo � ��nip■lo oll■■ifo II -* 9 SQ.FT. ULc. S LIVWj 1.828 SQ. FT. GARAGE 430 80. FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOrAL 2.362 SGL FT. 001! OIE!■ AID CLAODM I■D LOADS SA■CTODBroom FORS1pII pOI■B 1�PE Sam FOIE awmwvowJoD R3MI1■ MIN. WINDOW 10 8 24/-33 CRITERIA EXTERIOR SWIW' 18 S 24/-31 DR MIN. CRITERIA SSD.MIN. 41 S 23/-2S CRITERIA 16010 O}I.D. 112 S 2CA/-22.1 BASIC HIND 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 STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Ir 71 DI L. TOP PLATE 0 i.1 BAR DETAIL A ALE, I/2' • I'-m' DTL. (�_,-)!ARCH ALE: 1/2 - 1'_0' FLOOR PLAN SCALE, 1/4' - I'-C' NOTE: -2-8 LOUV. DOORW/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS 15ETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (38 MM) IN THICKNESS, SOLID ORHONEYCOMEI-CORE STEEL DOORS NOT LE68 THAN 1 3/8' (38 MM) THICK, OR 20-MMTE FIRE -RATED DOORS. /1 L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH:407-774-6078 FAX: 407.7744078 www.abdosigngroup.eom AA #: 0003325 4 ANs���'�k h b kbk L L' SItn3DIV. al Licilil SILVERADO LOT #47 BLK #18 P1tOJSCT# 0412 .002-47181 MODSIa 4EBB "1828—CALI" GA tAOIC DWING: RIGHT PADS: FLOOR PLAN 150 MPH EXP. B SHINGLE ROOF Ib'Xb0' FyrON DECORATIVE SHUTTERS OR EQUIVALENT 4' RAISED BAND (TYP.) 0'-00'-0' FIB_ 8'-B' BRG. HGT. 0'-0' FIN. FLR, FRONT ELEVATION SCALE: 1/4 • V-0' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER POOR R103.4 OFF RIDGE VENT N N ----------------------- BLDG. W.T. /-FYPON LV12X24 r1O W^i H-A] ll L LAP SIDING AS SPECIFIED (TYP.) 4' FREIZE BAND (TYP.) b' TRIM BOARD (TYP.) COACH LIGHT OFF RIDGE VENT 0'-0' FIN. RIGHT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT AREA OF ATTIC = 2364 SO, FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIREDVENTIIATION AREA 2364/300 7.89 VENTILATION AREA SO, INCHES PER FT. 1144) = 2134.72 SIX IN. MIN. REQUIRED VENTILATION • .5X 1234.72 IN UPPER PORTION OF ATTIC - 567.36 SO, IN. OFF MDGEVENTIUVION AREA = 3155O IN. PERVENT 567.36 /115 TOTALYOF VENTS REQUIRED = 493357 TOTALYOF VENTS PROVIDED 5 'AREA OF ATTIC ISTHE PERINSTER OF THE HOUSE, LESSTHE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL NO OVERHANGS INCLUDED "'a lLw'A '�41w LEIR loll REAR ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH } 0'-O'FIN. FLIP 'a ------------------- N ---------_-_'_--_-------�0'-0' FIN. FLR-0' FIN. FLR LEFT ELEVATION SCALE' V4 . I'-0' TEXTURED FINISH DECO. DTL. A SCALE: 1/2 • I' BRG. 41GT. -O' FIN. FLR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdasigngroup.com AA 111:0003325 7 7 € h 7 �kk a b IL LVERADO OT #47 LK #18 04128.002-47181 MonmIu 4EBB "1828-CALI" GARAGIC 8WMG: RIGHT PAGffi: ELEVATION "C" 150 MPH EXP. B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e USV OUTLET 20 AMP &MOLE POLE IwOV OUTLET IWV OUTLET Vl OF QUnXT WOW To ONTCW pR IIOV CUTLET INSURED SMSRO FA L W4TEI1U•ISR (fAMM R SWANT TYFE) So 220V OUTLET 14)W CaitCTWN SW RATERRpar GRO►0 FAALT 0111"T N(rEIIEtIER S UTC14 O UTCN SWAY OPER SWITCH 4-WAY OPER LIB FO WALL Pottam LOW CEILING LIGHT © LED CL9b LIGHT ©� LED VAPOR FROM L04r O Vp YAPOR PROOF LIONT ORICdBID CAN evamr. FAN 1 CTPI F!R ea FT. 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N!C 2109 NS 20M Eom1O1L • 20 AMP DEDICATED LAU'mRY CBCUIT. • OR t NU.AJm (TOT ON IOTCWMN CIRCUIT) • DIW W Nfft D(SCaS@CT TO eE LOCKOUT IN PANEL • GAT FWCN E»WMT FAN TO NAVE MK CAPACITY OF 00 CPM INTEIMITRNT PER ELECTRICAL PRW- ; - OF SECTION MISS" Isym,@ITwoj • LAUNDRY ROOM RECENRACLC SNIAL.L N dCLSD FAULT CIROWT-INTEPUUn R PROTECTION FOR PERSONNEL ON FEEDERS • WISND PEINOO SNAL.L ON NON METALLIC CABLE PER ELECTRC.4L PRONMONS OF R&M &TN ED (20MI • ALL WORK TO COMPLY WITH ELECTECA PROVISIONS aT1i Ia OEM AND • 1af a LtlYTB1G HIST R[ ENER&Y ENFICIElr TTPt P!R MTV CEILING I LIVING ROOM TO ��D WISTALL CLG FAN ") PRE-wIRE�` BDRM.#1 J-DOX FOR OPT. FAN \\ �I CLG FAN(`,\ i I 7 DINING ;a / PRE -WIRED CLG PAN OOM I �+ 5'-6' — C I 1 SD. \ \ , TCH w- CABINET / I y.� I I L I I �( I GFI L-- ---- L GFI I I LL - \DW OUTLET - --- \ y� OCHER FOR DW . ( LAUN ; -- _ \ RANGE I �[.-.!,T666222 GPI O GFI / \ D \ ---- I BDRW4/ HOOD WIRT E W/ I ♦\� C FOR FUTURE I t _ V PRE WIRED BDRM•#3 , CLG PAN i I I R AI PRE -WIRED CLG FAN II 1 BJ� I P.B. 44' 4FF. 1 w+ GARAGE DOOR \ I / BOLLAR �---WALLMOUNTED AS REI /X PER BLDI \\ �� I I LIGHT W/BUJITCH IN BATH #2 I ® I \ ATTIC II /COI \ 1 \ / w / KEYLESS OUTLET I BDRM, 41Y FIXTURE j IRRIGATION OUTLET e 48' AFF. C' J ENTRY GF GARAGE PRE -WIRED CLG FAN I / \ "° "------------- - - - - - - . \\-------------------------- COACH LIGHT ELECTRICAL PLAN BCALEr 1/4' . 1'-O' LED LIGHTING ® SINGLE LAV. IS BATH 02 I I � I I i I � I I I I dH I I L I I � I LED LIGHTING ® DOUBLE LAV. BATH al ■ FIELD METER LMpy WP Panel MAIN - A PANEL: 8/16 V.A crt breaker VOLTAGE: 1201240 V-1 Ph MAIN: 150Amp M.C.B FEEDER: 3-#1 Cu THWN & 1-#8 Cu (G) in 1 1/7' C. OR 3-#9D AL THVNJ & 1-#8 Cu (G) in 1 t/Y' C. Wlro Peh Sw Da.cd - waft arwK 0"a Waaa Daawl on aw Poi. whe A72 1 20 .. Rae .ela GFI LT7UG 12BO 7 2 6 012 2 20 H1Wation Pump 7000 3 4 1 JSM� s e SIN NC C.U.1 35 2 so Sqw T a PALL - A PANEL: 42 crt breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3. #1 CuTHNM4 & i- #8 Cu (G) in 1 1/2" C. OR 3. #ZD AL THM & 1- #6 Cu (G) in 1 1/Y' C. Wim P.I. I BW weed on walk circuit areuit w.as Da,.c110en Bar P.I. wk. N 12 1 20 sma A htta 1500 1 2 8000 Ran" 50 2 R 012 1 20 Mkroxaw l Ho.d OR low 3 4 012 1 20 Smx Appbnae 1500 5 6 4500 W—fied. 25 2 Na #12 1 20 R 1500 7 a a 12 1 20 farina Rttqvtwlvo AFCI 15M a 10 120a GFI 20 1 #12 02 1 20 Sth GFI RemploWn 1200 It 12 1BOO a.hw.Mr ON 20 / 02 014 1 15 F N)HA1/ Bed. 02 a 43( Both AFCI 000 13 % 5000 GW ON 30 2 NO 014 1 15 tiling Room, laral Ughts AFCI Boo to to 014 1 15 Kitchen, P. . & Dining UghtsAFCI No 17 to 1500 W.I. GFl 20 1 a12 M4 1 15 SO&CPO AFCI 930 to 20 1000 G.ra 0aor arwl 20 1 N2 $12 1 20 U.ft / Bad N I Dan AFCI 12M 21 22 1200 Gan / Eatebr U. S Rw de. AFCI 20 1 #12 S... 23 24 N0 0—A Was AFCI 15 1 04 25 26 NO O-eft Balhwm AFCI 15 1 e14 S ca 'A" 20 30 1000 M ' Wmh an 20 1 #12 S .. 31 22 33 34 S ca !!2tll SE!-- 35 as 3— n ae A 36 5 c iM AIC AINLI eS KVAt%% N2a 70 40 S ce 41 42 SO. Lo . Wd.m.ndbdecatcubb—llM 1e000 2e700 Lwd{ .0 [o tl.mwd bctectodatlm. 111. Demand actor Calculations, ABBREVIATIONS: AFa: ARCFAULTCNtW1TN1ERRUPTER NC: NGNCONCIDEIR LOAD OR: OROINOFAULTNTERRUPTER T.W loadwbod hd-.d a" a2700 ' F1.10000 "tb t 100% 10000 RewIM wWs M40% 13ON Trial AEG le.d Ism LOAD CALCULATION 18 BASED ON NC NON -COINCIDENT LOAD Td.l Cwnaded Lwd Ww. 37W4 Total • a.eh/240 wh 741.3 GanNal Lighting & Receptacle Load Tatty AIC S u-. Fe.t 162 b rt GarmLh & Rw 3 W ) S . Ft. • B4 H111x. 1 at85WLi htat100% Ss TOM G.neA & Rtt Nth 550 Clan# Ta4lvAatk OMW Lh & RN Pawl A 9 817 554E 1% THIN ReaINr 150 AMP ELECTRICAL RISER NOT TO SCALE Ca1EINATION 0110E DISCOHECT SWTCN AND eo A)T EOR40 VOLT M ELECTRIC METm IN 1 FfIASE SLECTNCN. MAIMALS AND BSTALLATIOMS SHALL NOMA SR E4CL.OSIIPE GCI'}LT tlU1N ELECTRICAL PROVISIONS OF 11111111 5YdRW PANEL IT) LOCAL COM AND ALL LOCAL POWER COI poicumapimm !L ALL CONPUCTOPIS SFLALL K 17P'E TBNrtUNLESSN UNLESS! NOTeD onelauseWAOL Manx E Newlca CABLE t6evRlcTl etrRAa(0 NERVICE 0(rRANct POSER CQE•ANY EaKns(r EaNNwa4r TRANMI.OII'� NTERSYSTEM SONON6 TEIIIHAL AT LOW ORADC VOLTAGE CQ B=T" PRDYD! EO AI'S•, W440 VOLT, I PHASE N' M 1 V CU SERVICE GROA D CONNECTED TO BLUCTRCAL SERVICL PROVIDE S R CONFER (OU) IN CONIOdTt ENIGOND FOOTlR STEEL PER 1-1,02' CIA SdIDILE SO PVC CONDUIT OR PROVIDE S •2/0 ALUM" (A) IN 2' CIA WEALS 90 PVC ELECTRICAL FROVMIONS OF THE 1211911.6a CamU1T ISLM SERVICE IS rRDVIOED eY THE ELECTRIC C"AW. COOIOIN ATE WITH THE ELECT= SW DIA x S Fr LONG COPPER CLAD dNeouO ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.0 ealgngroup.com AA #: 0003326 W D BUBDM aB LOT: SILVERADO LOT #47 BLK #18 PROJECT# 04128.002-47181 MCDELA 4EBB "1828—CALI" GARAGE SNDJG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B 1 Dw� 07/27/20 SCALE: 1/4"=V-0" >SIiEET E1 49 PLUMBING PLAN SCALE, V4 . I'-®• TO 2' VTRy VTR KITCHEN SINK wv r\ r AUTO VENT t In /6 2• �. A2 I�3• I�LAY,lI- I InI In� InI V TUB LV In � � WG 3 3 I I 3• 3 111n1-1 8wm 2' n WASHER PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeaWgioup.com AA M: 0003325 C is b St2HDIN. as WTI SILVERADO LOT #47 BLK #18 P1tojzc 04128.00I-47181 MODSIa 4EBB "1828-CALM" GAFZAGE NWMG.' RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B DRnqT ATI : 07/27/20 BCALE: 1/4"=1'-0" 8 P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 814ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT 6YSTEMB INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS 814ALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLOC. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I61 CLASS i AIR DUCT AS PER NFPA WA 2-3.1 4. MM814 AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CWR*MY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET D. ALL EXHAU6T AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE 6ECTICN 603 6. ENCLOSED SUPPORT PLATFORMS SHALL DE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (20I) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT 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/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND DE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC14 DBF BOOSTER FAN OR EQUAL, FANTECH DBF IV DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM ty AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 301.2A HVAC DRAINS SCORIATEO NICKEL /� FIN, FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC I vFL00R SLAB CLEAN -OUT TYPN4 LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LIKE- RETURN TRUNK l BALANCING DAMPER OR 000 O CEILING EXHAUST PAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-TFIRU AIR GRILL SECURE STRAP TO GONC. CONDENSER W/ (2)-3/I6'X2' TAPCONB UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) bXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-9'Xa' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN� NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 " I'-0' ■ 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL327150 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.00m AA B: 0003325 Q � 6 a aunt ae LOT SILVERADO LOT #47 BLK #18 PIWJECT61 04128.002-47181 1[ODELa 4EBB "1828—CALI" GARAGE 8VnNCl: RIGHT PAGE: MECHANj PLAN 150 MPH E I DA 3L- 07/27/20 aCAL M: 1/4"=1'-0" BIiEET M1 8 2X4 TOP PLATE FIER PRE -FAD TRU88 V2' CLCs. DOARD 10' DRYWALL --- T`rI- SECURE BIT. — PLATE TO SLAD W/ Wd MASONRY NAIL • 32' Or — MAX FIN. FLR 2X4 WOOD STUDS *24' O.G. SLAM NVIt:.71w.7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. [TYP. INT. WALL (NON—BRG. ) D1 SCALE, FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION ROM.11 ON J' IDA& SHEATHING ORJ'COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER TYI TYP' ELEVATIONS ON. VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY E/S' GYPSUM BI OR 1/2' HIGH STRENGTH CLOG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT w/ (I)- es (2) COURSE DO NOT CUT THE BOND BEAM REBARS za PIPE THROUGH BOND BEAM 21 SCALE:3/4'.I'-C' ENERGY CODE FORMS ATION R-VALUES ERENCE STRUCTURAL ELEVATION ---R-4.I INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES r : SPECIFICATIONS 4.- REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24. OZ. e' ChM!1/2'GYP. WL. BD/ , WOOD BASE — a . a a.- 4 n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RB08.1.1 ON O.G.B. SHEATHING OR COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA60NW 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING NOTE-. PER SECTION 905.1.1 - FOR ROOF i 4 1—STORY HIP BLOCK WALL (2)LAYER UN ERLAYMENTSYSEM D1 SCALE, 3/4'.I'-O' IS REQUIRED. FOR ROOF SLOPES OF 4,12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 W' TWKK 2 COAT - FORRAM CB"RR PLASM APPLRD Dnacnr TC MASONRY ,So sm COMM MAD v em eM STRICRA41. I•OIe bo P.T. aD ATTACWW TO I" CELL AS MR APP 10VAL N= SRALANT . ISOD pACl41! �: f PMc MAN pm Qw LN DOOR MINlJ w "v'sTm N• on! v_ �. TRACK am&CKM F"TRCD TO moo MIAs W= ,rAnM MIX a4Lv. stM1.— �T NIse oAD DOOR HNWAy TRACK �•= I� 6T• 1' By oncRs TOE TRACE eRnaa» wl PRODUCT A APPROVAL IOa 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS ,yr'O' D1 SCALE: 11/2'•1'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS SYNTHETIC PRODUCT, • EA. END INSTALLED PER SECTION BLOCKING BETWEEN FIBERGLASS SHINGLES R90'S.0 ON J' OAS. 2x PER STRUCTURAL DETAILS OVER DFELT PAPER OR SYNTHETIC PRODUCT, SHEATHING OR }' CDX PLYWOOD SECURED PER METALLED PER SECTION FASTENER SCHEDULE Rwbil ON J' OAB. STIFFBACK AT ALL UPRIGHTS SHEATHING OR P CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE TYP. PRE-ENG WD• TRUSS TYP. MTL. DRIP EDGE MTL. DRIP EDGE O.H. 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES WEEP SCREED PER ELEVATION WEEP SCREED 2x P.T. SECURED PER S/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG. DOARD STRUCTURAL DETAILS R-4.1 INSULATION - 1/2' THICK 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OTC. 1/2' THICK, 2 COAT 1/2' GYP. WL. OD.' CMU PORTLAND CEMENT WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 0'-0' FIN. FLR - 8' Cm a' - e a' 4 N W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING (1)1—STORY GABLE BLOCK WALL D 1 SCALE. 3/4'.l'-o' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 1 c m Ut BZMDIV. Be LAT SILVERADO LOT #47 BLK #18 PROJECT 04128.00 —47181 MODEIs 4EBB "1828—CAU" GARAGE 8WIPTG: RIGHT PAGE: DETAILS 150 MPH EXP. B DA 07/27/20 scAI.E: 1/4"=i'-0" SKEET D1 Ta•. 2X6 P.T. • CENTER OF DOOR HEADER SECURED SV lU 1/2' X 8' J-BOLT W/ 4' MIN. EMOEDMENT W/ 2' X 2' X V8' WASHER • NUT OR UV (2) V2' X 8' ANCHOR 90LT8 W/ 2' X 2' X IW WASHER • NUT B 0 t3SCLIMS 2x4 ON RAT TO 9 K ® UV MAGONRT NAILS, 2X6 6ARAM CWcM = SECWm-D SV (S) N' X 8' J-DOLT OR ANCHOR ® MOLTS, W/ 4' WAMN SMSIEDMENT, SV 2' X 2' X V8' SHER t NUT. (1) WTNN 8' OF TOP, (V UTHN 8' OF THE 87M. (3)EVEHLY SPACED. � IE l9 91 l£1 NWM ALL ANCHORS, SHALL BE N ACCORDANCE TO MAMPACTURER'6 INSTALLATION NSTMCTIONS WIRE aunH NST0W-TIOI,M AIM MORE ATRINGENT GARAGE DOOR (BUCK ATTACHMENT AD41L —.— Rim La I'X4' OR VX2' P.T. NAILER Q Ix4 P.T. OR WX4' MIN. SECURE THRU FRAME t EXTEND I Y4' INTO BLOCK ❑ W/ 116- TAPCONS MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 WD1DOR TO -LACK +3 4 OR +5 4 A 4 SCALE, N.T.S. 2X4:m SECURE TO BLOCK W/' TAPCONS OR MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4l WITHIN 8' OF EACH END t 18' O.G. MAX SPACING. 2Xb:m SECURE TO BL W/2-%' TAPCONBMK BANK SIZE 145 MIN. HEAD SIZDkO MIN. EMBEDMENT I Y41 UTHIN 8. OF EACH END t S. CM IS' O.C. MAX BPACINCs. K' DRYWALL 2X8,a ❑ PX4' OR PX2' P.T. NAILER SEGO BLOCK W/2-%. OOR CASING TA MIN. SHANK SIZE .145 - MIN. HEAD SIZE 300 4 DOOR JAMB OR WINDOW - MIN. EMBEDMENT 1 Y4) TTACN TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' Or- MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') - DOOR JAI® TO BLACK +1-1//2' inl NOtDON TO BLACK " SCALE: N.T.D. +1-1/2" 2X4m SECURE TO BLOCK W/'Y.' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHN 8' OF EACH END t NOTE, STRUCTURAL 2X *'Or- MAX SPACING. MUST BE ON OUTSIDE t 2X6gm SECURED THROUGH SECURE TO BLOCK W/2-%* NON-STRUCTURAL TAPCONS TAPGON MIN. I-Y4 (MB,. SHANK SIZE J45 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 S, cm MIN. EMBEDMENT IY4) •DRYWALL UTHIN 8' OF EACH END t 18' O.C. MAX SPACING4MANUFACTURES X4. OR I'X2' P.T. NAILER 2X&:SECURE TO BLOCK W/236' OA.B. X 4' MIN.(MIRTAP SH SDOOR IMIN. SHANK SIZE .145MIN. CASING HEAD SIZE 300DOOR JAMB OR WINDOW MN. EMBEDMENT I Y♦')ATTACH TO 2X PER UTHIN 8' CF EACH END DETAILS. IS' O.0 MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15/1¢" C 1f1NDO1T TO B K +1-15 1 SCALE, RT . 2X4:m SECURE TO BLOCK W/ 1V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I V) WITHIN W OF EACH END t NOTE. STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Val NON-STRUCTURAL Vo' TAPCON8 TAPCON MIN. 1-)4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 Yi) v cm UTHIN 8' OF EACH END t WALL 18' OG. MAX SPACING.R I'X2' P.T. NAILER 2X8mCASINGSEAS BLOCKW/1-(MIN. B SHAWL SIZE J45MIN. *ACTURE6 HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4) 4 TO 2X PER UTHIN 8' OF EACH END DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMBJAMB(DO NOT EXCEED Y4) DOWINDOW TO BIACKK+221/4'" D E, T . 2X4m SECURE TO BLOCK W/ )1(A' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X IS' O.O. MAX SPACING: MUST BE ON OUTRIDE t 2X6m SECURED THROUGH SECURE �1iO BLOCK W/2-- ,NON-STRUCTURAL TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEOMENT INTO BLOCK MIN. HEAD SIZE -SW • CMU MIN. EMBEDMENT I Y49 DRYWALL WITHIN 8" OP EACH END 4 18' O.C. MAX SPACING. X4. OR VX2' P.T. NAILER 2X8m SECURE TO BLOCK Wn-i(6' TAPCONS DOOR CASING (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. .oft 6w YI MFWf.w"=MDTo mA•A DOOR JAMB TO BLACK +3' El\ ENDOW TO BLOCK +3* \IV SCALE: N.T.D. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHAW SIZE .140 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL %' TAPCONS(MN. SHAWL SIZE TAPCON MIN. I-Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1.41) WITHIN W OP EACH END t a' CM Yj• DRYWALL 18' O.C. MAX SPACING. 2X8m ❑ I'X4' OR I'X2" P.T. NAILER SECURE TO BLOCK WR-%' 2ND 2X SECURE TO TAPGONS(MIK SHANK SIZE STRUCTURAL MEMBER 145 W/12A2d WITHIN 8' OP EACH MIN. HEAD SIZE 300 END A 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8. OF EACH END 4 DOOR JAMB OR WINDOW I8' O.C. MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" %1 1rD 1.10 BLOCK 3" SCALE, KTA. 2X4m SECURE TO BLOCK WN4' TAF CONS(MIR SHANK SIZE J45 MM. HEAD SIZE 300 MIN. EMBEDMENT I V) NOTE: STRUCTURAL 2X UTHIN 8' OF EACH END A MUST BE ON OUTSIDE 4 16' O.C. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4' TAPCONS(MR SHAWL SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT 149 ' DRYWALL WITHIN 8. OF EACH END t 16' OZ. MAX SPACING 'X4' OR I X2' P.T. NAILER 2XSvo SECURE TO BLOCK WA-1/4' )(A• O.S.B. X 4' MIN. TAPCONS (MIR SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN S' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. .m6 rMapmKusJAM* mDMDR 09=0 DOOR JAMB TO BLACK +3-7/18" G WINDOW TO BLACK +3-7 S" E, N.TA. 2X4m SECURE TO BLOCK W04" TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE. STRUCTURAL 2X IB' O.C. MAX SPACING. MLST BE ON OUTSIDE t 2>*m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8• CHU UTHIN 8' OF EACH END 4 Yj' DRYWALL 18' O.O. MAX SPACING. I•X4' OR I-X2- P.T. NAILER 2X8m SECURE TO 15LOCK WA-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SWANK SIZE J45 MIN. HEAD SIZE 900 MIK EMBEDMEiNT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END t TTACH TO 2X PER 18' O.G MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3 3/4" H DOW CK +3 3 4" E, KTA. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdecigngroup.com L AA $: 0003325 yh 4 4H b st mDlrv. ae LOT SILVERADO LOT #47 BLK #18 PRojwT# 04128.002-47181 MODELA 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B .'ice' - • •-. I � 07/27/20CAM 1/4"=l'-0"Pimw 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 13872.12 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 22/31/2020 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-Ri 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-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/20ZO 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-R6 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/SIDELRE 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-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 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 1326S.1-R3 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 UST 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 BLVO; LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 A b k�k sulwiv. ae L02 SILVERADO LOT #47 BLK #18 0412 00 -47181 HODwf- 4EBB "1828-CALI" 0ARA0Z OWDM: RIGHT PAGO PRODUCT APPROVAL LISTING 150 MPH EXP. B Pam 07/27/20 =AmBJCMM 1/4"=1'-0" sxm= D3 PREPORNED CONTROL JOINT- FLANG[ OF CONTROL JOINT* Td BE UNWO TIED TO LATH • a' O=MAX (VEWA SQL DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF 61Wc EXISTS -, BEYOND EXCEPT*TAPLE* IW *%ECI Q�CQfTROLLJOI TOT@1P. DINING INSTALLATION � FASTENERS TO AE SPACED . 1. O.C. MAX VERTICALLY J* T14ICK 3, COAT CEMENT \/ WIND LAYER H2, FOWPOER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (YERTJ Or,. MAX AT OUPP O" WPM LATER 9, STUCCO SNAP WOOD OWAT14NG LJ.�I. W'-', A- M M M 11 LATH SHALL BE CONTINUOUS THASOUQiN JOINT& BUT BE STOPPED TIED AT EACH 810E. PROVIDE 2X4 BLOCKING PER ASTM CIOS! PLACED FLAT MAX. S• to e• 1J®.14 \ FROM CONTROL JOINT WEN / �L \ L FASTENERS FOR LATH TO BE NAILS a - •ti. CONTROL JOINT FALLS ON / eTRJCTURAL STUD STAPLES N COMPLIANCE W/ ASTM VEINS 2. WI@ TIES TO BE (NO. IS) 0ID41e' MORE 3. BLOCKING WHOIW MAY BE IN ADDITT \ TO WALL STUDS PREMIERED PER PLAN / p . ........... m om g- om 0 wo It, r O LF0.D GSIA10aFT.A O lF0.D NiW aFr.A ® L CRAM a FT. S FOLD F �D OL FOLD GGIIIIO a ® L FOLD Grwo • PT. A R. A L aGwe • Fr. s 7. GIOAM a FL S L aIGAw . Fr. e ► CAAM a R. C a TLL T. Co�mCLCW Fr. S TILL PT.O TSO ® .DTTa' R.NS. J C moo O eoTron n�NG. NATION Tow GOAL FOLD. 212 SOL cvT. COAT CEMENT 70W7A VP 2 OOAT (Gs OFGwTALL utOran Ar SOTTa+ o Rxs NIIIIr.cTION. bkm _ APPROVEDMURXHft LAPPED AA MINIMUM OF S' • VERTICAL LAPS (ROLL 4W WE0-ADHERN6 MEMBRANE PLA04NM (COM PATH" W HNOIISE 6 1 S• • ■LL WRAP MATERIAL) OVER 4. ALL 6 NEED TO LATH VERTICAL LAP PEED TO AE TAPED TAPED TO RE V ` WORRY WTH PORTIBER eHEATHMNG TAPE � PL TO lXTONND ONTO MRE I / \ 1' OR LESS PIP[ '- . 6Sri' 9ELF-ADFERM6 MEMERA41 / \ PENETRATION 1 �; FLASHING (COMPATIBLE W/ W" MATERIAL) OVER 4hc4' SELF.ADHERN6 MEMBRANE FLASH O FLASHING VER APPROVED / r ema u,P . teTIL uTw \ MOM IIA 1 FAWNING TO EXR3JD ONTO I -ME X 1 X X X. —` CUT AND OVER.AP ONE SIDE OF �— METAL LATH WELF-ADIERMG MEMBRANE FLAWHM6 arr AND ovEIa.AP ONE SIDE OF 01 RM6 M[MBRM�E 02 STEP STEP STEP KAGNING URA LATER -1, J' THICK S COAT CEMENTOM LATER STUCCO uGtAP I PLASTER • nor P T METAL LATH UI® LAYER R, FORTlIBER WPM LAYER -2, POWIFIAER URA LAYER lO FORTlIBER BUILDING PAPER dWLDM6 PAPER METAL LATH BUILDING PAPER WINES LAYER al, V.6' WELF-ADH[RNG MEMBRANE STUCCO WNAP FLASHING OVER 4W' WELF-ADHERING MEMBRANE INSTALL FASTENERS (CLW'S, FAIM SHOVER APPROVED WOOD BHEATFIMNG STRAPS, STAPLES) AS�'AP• REdWRED TO SEdMC RASFiNG TO ORQID ONTO MICE Am WORE TO FRAMING 4W SELF-ADNlRNG MEMBRANE F.AWHNO OVER APPROVED r rill LATWr HIOUW[ WAlAP. FAWNING TO EMEND ONTO RIRE LAF• 4. OVBR ILL LOP o lib' CON(. BEAD OF SEALANT eeALEr I Ia .r-o' INSTALL APPROVED HouVER AIR INFILTRATION 6ARItl[R OVER WHEATHMYa ir,�—BLASTOMWCOATMG OVER STUCCO/ C V. PINSH (WEE TYP a,A. l WECTION) ® KICKOUT DETAIL NATION rag MAL (SOON) am sowwDomatm SIDE LAPS OF METAL PLASTER OAKS SMALL BE SECURED TO FORMING MEMBERS. THEY SHALL BE TIED BETUM SUPP0M M WTH 0O410-N. (1.21.MI) WORE AT INTERVALS NOT MOORS THAN e• c22a-rrv. AS PER ASTM CW *3 1.81 FOR REPAIR OF TEARS IN WIND LAYERS, TEARS MAY BE PATCHED W A40UN UAVMa TAP[ PER MANP WPEC. OR PEEL 4 STICK WOOD WREATH DUILOI PAPER STUcol WOOD SHEATHING OR CMU WREN LAYER 01, STUCCO WRAP (FRAME ONLY) 1}' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOF/WALL SCREED GS'X$' 'L' TYPE CONTINUOUS GALV. METAL FLAS'11NG (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. Mr—TION PER SECTION R7W BWrkflGWsu Gtq GNGIEYm Edeitw use of Portland mmnl plaster shell � plT Win the application mclulternents of ASTM C 92612A. Installation of exterior lathing antl lrarnstg stall cor" Wth ASTM C 1063312A. LEGEND DRAINAC%E PLANE (WR5 LAYER 1*1, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — - — - — - — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING NOTE: — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-841-01B, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com L AA #: 0003325 J 74 L _ 6 OU13DIV. ore ]LOTil SILVERADO LOT #47 BLK #18 PROJECT# 04128.002-47181 moDZLA 4EBB "1828—CALI" GARAGE 811rWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D � 07/27/20 r CALJ . 1/4"mmf-0" WICT WA1 IF INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FINIS—HO '� FLANGES OF NON -MOVABLE —Z: FRAME OF THE EXHAJGT. 6' SELF ADHESIVE SEQUENCE OF FLASHING TO BE, M. 1. BOTTO2. SIDES, 9. TOP OVER TOP 4 SIDES VENT GAP IS TO DE SET M BED SELF WOOD SHEATHING OF SEALANT AT TOP AND FLASHING LAYER h,E SIDES ONLY. SEALANT IS To D UNIT STUCCO WRAP TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. FORTIFIBER 1441 N. RONALD REAGAN BLVD . 4. E-Z BEAD ALL AROWD PREMANUF. DRYER BUILDING PAPER LONGWOOD,FL32750 I .x:: �.. VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH:407-7746078 i JOINTS AND INTERSECTIONS CONT. SEALANT) UbOD 18, T I'D FAX 407-77440.c APPLY SEALANT AT PERIMETER OF f78 � CONSTRUCTION . U www.abdeslgngrouP.rAm AA M: 0003325 BACKER ROD NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL ON ALL SIDES.y♦ CAUI- — 0 JOINTSEALANT*, ALL AROIIND TOP 4 SIDES O am UAL1 I I PER SECTION R703.7 1 EAwlor Wt M daieft to and° B,gIQ ROD I Exterior use of Portland cement plaster shall comply with the application 6 B DRYER VENT (BLOCK) a -$ .X. requirements of ASTM C 92fr12A. k 6' WIDE STRIP SELF j lathing and framing Installation of with AS I � shall comply with ASTM C 1063-12A. , ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING WRI5LAYER -1,TBXTUMP STUCCO UAZ4P HOODED VENT BUILDING PAPER FINISH .MASONRY OVER 'QUICK FLASH* r — — — - HORIZONTAL WEEP SCREED J•THIGG,3COAT CEMENT PLASTER — -1 7B (FRAME TO BLOCK) METAL LATH — — WRB LAYER 9, FORTIFIBER PIPE THROUGH WALL BUILDING PAPER WOOD SHEATHING Y7 h C a b C1 DRYER VENT (FRAME 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECSJ BUILDING PAPER UNDER 'G FLASH' WRB LAYER 7, h 0 CUT OPENING IN CO STUCWRAP 41, 43 APPROVED HOUSEWRAP FOR BOX INSTALLATION 0 A VENT PENETRATION WRB LATER h, WRAP CUT 'X• INTO SELF -ADHERING MEMBRANE FLASHING SCALE, NTb. APPLY SELF -ADHERING WOOD SHEATHING OVER BOX HAND OVER APPROVED WRB LAYER N STEP #I STEP #2 APPROVED HOUSAPBELOW WRB LAYER h, ELEC. METER FIELD I STUCCO WRAP VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY STUCCO SCRATCH GOAT APPLY TO RAGE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER APROVED PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LATER n, FORTIFIBER CAVITY TO BE FILLED C STEP *3 BUILDING PAPER WITH RIGID POLYMERIC STEP *4 LEGEND ISOCYANOTE-POLY ILEND FOAM ('GREAT STUFF' OR SIMILAR) —APPLY A SILICON ELASTOMHRIC DRAINAGE PLANE IWRB BASE SEALANT AT POINT COATING OVER LAYER °I STUCCO WRAP) THAT ELEC WIRE PENETRATES — AM (eEE TOYP� ICA1 INWAIL BUIBDTV as L.OT SILVERADO LOT #47 BLK #18 PROJECT* 04128.002-47181 HODMLc 4EBB "1828-CALL" GARAGE BWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B APPLY E-Z BEAD—e • e. e • SECTION) OVER 60 MIN WRB LAYER 02 (FORTIFIBER ...... - - AREA TO RECEIVE FCAPAIDE ELT -PROVIDE " e METAL LATH BUILDING PAPER) STUCCO SCRATCH COAT SEALANT AT ALL o .. : I GOAT OF W RO JOINTS LATH x—x—x—x INTERSECTIONS etu STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND , SELF-ADHESIVE FLASHING - - - - - DISCONNECT STEP *5 STEP #(o NOTE: DwR1LT 07/27/20 METAL LATH: LATH TO BE PER SECTION OBCAL,E:l/4"=i'-ELECTRICAL RECEPTACLE R'103.i.1 /ASTM G-841-09, MIN. 2.5 LBS. ELECTRICAL CONDUIT O PENETRATION PER SQ. YARD (UTILITY OR NOMINAL BSEET LATH DOES NOT MEET SPECIFICATIONS) WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOOD BNEATHRG WEATHER RESISTIVE BAItltlER'I UNEATHER RE616TIVE , i \ \\ CARRIER /' / !_.(t• x T bow. � � � -ADI�@RMG uw am""LAP R E PLAWMfs < �` 1 IWO 611E STARTER STRIP / `� BARRIER DER AMSTIVE NG FLAaww-ADFER GALVV METAL _ -�' ' ' GALVD METAL 'r FLA m W FLAOHIG OOD TRIM MEMBER rASM ` UIYaODPH F 6T MB'bER I \ ` SEAL GAP Ur-AULKM \ / OR AFTROVED SEALANT SIDING TO STUCCO cedar. 0 BLOCK TO FRAME �� TRANSITION WOOD TRlOT1ON V- BEYOND WOOD "ATHMG SSAAMEE* �616TIVE D RE616TIVE ♦\ AA�THM . ,.J� / X�j�, ?l TREJEAL �DMG / \ RMG BOARD i BATTEN ice I F6. L�Mp '� � � 1818nvE FF AHR�O 6TARrER 6TRIP / \ `� 1 D,4RtlRElt GOER R616TIVE I `. .. MAONEwNG \ GA .V'D PETAL GALVD METAL 'r PLAS14MG W FLASHMG RFAAgAW- OR HARDE TR" PER ELEVATION C CLA2 A41CYa / \ IIARDIE TRIM PER ELEVATION OR ARO%ED SEALA PPNT -SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6076 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J p� = r a l4 elUDDIV. Be LOT.il SILVERADO LOT #47 BLK #18 PROJECT# 04128.002-47181 MODEZA 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DRINT AB., 07/27/20 mcALE: i/4"=1'-0 SHETEnTr tl tl A4 \ 2x6 SUB-BANb W/I'x4' NOTCH B END, WRAPPED IN PEEL t STICK DRIP EDGE i\\ I\ 1/8' TEXTURED I \ FINISH o WOOD I \\ 1/2' TEXTURED \ FINISH 0 CMU / \\ METAL FASCIA \\ WRAP Ya' FROM \ STUCCO, I' FROM \ WOOD WALL \\ EXTERIOR WALL \ (FRAME OR CMU) \\ 1/6' TEXTURED FIN16H • UVOD, IA' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP WOOD SHEATHING OR C;MU UJRH LAYER 41, STUCCO WRAP(FRAME ONLY) U1RB LAYER 12, FORTIFIDER BUILDING PAPER ----- (FRAME ONLY) 2X6 aU8 SAND Rl ROOFMG CEMENT DRIP EDGE ©FL AN B METAL KICK OUT NOTE: NOTCH FOR 2X& \ SUB BAND ONLY N ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) �l/S' TEXTURED FINISH e )WOOD, 1/2' TEXTURED FINISH ® CMU 2x6 SUB -BAND W/I'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -BAND W/I/*x4' NOTCH A END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / 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 �Z�x x x x x �L>.x x SUB BAND DETAIL ® WALL SUB BAND DETAIL 0 WALL W/KICK—OUT kME 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/Wx4' NOTCH 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 Wll¢'x4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdoWgngroup.com AA0:0003325 74 8 X m m o EiUDDIV. Se LOT. SILVERADO LOT #47 BLK #18 PROJECT 04128.001-47181 MODEIa 4EBB "1828—CALI" GARAOE 8WDM: 11RIGHT PARSE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. B 'D A-4jE. 07/27/20 mcAI.E: 1/4"=1'-0" WA6 r<T:E:ti 28'-8" 9'-8" 15'-10" T-4- FM-12X18 - - - - - - IN I m 4" CONC. 6' r I I� a� SLAB I� ILL Ow J a .03112 1--0" LF-24X24 l 10'-0" 10 • r 1 - FM-12X18 EXTEND 1.1 SLAB 1 112" I I I ' I 1.1 I TO N SLAB I. I I u. I. ( In I. I I I 'I I 19'-0" 1 4" PVC I 0 Q•�.��CHASE 1.1 TE-1 - I N 14-2. WS 112 -8" 17'-8" 5 Y-0" ' I I q I 1 EXTEND ,. SLAB 1 1/2' 2 I -ON CC. �( m fM-12X18 w SLAB a u� r' , ) *31/2 a) 2-71r2 1 1 1.1 R L 1.1 FM-12X18 - - - - 1_ J - c FMC-12X18 FM-12X18 - - 1 - - FMC-12X18 - 4 4 1.1 1.1 10'-2" YAW 2'•B' 16'-0" 2'-8" 21'-4" 14'-0" 4'-4" 39'-8" 3 1.1 FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +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.OINDICATED #5 BAR, OINDICATES #6 BAR,NNDICATES #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 8)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER § OF SLAB SUPPORTED X-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xW1A 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 WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. HO LONG FM-12x12 12" CONTINUOUS 12" - s FM-12x18 12" CONTINUOUS 18" (2) Sb +) " FM-16x18 16" CONTINUOUS 18.1 FMC-12x18 12" CONTINUOUS 1 - a VARI S 24' rM r1' 1441 N. RONALD REAGAN BL LONGWOOD, FL32780 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 F G� IE r 4 6 _49 ILI BM81DIV. A6 LOT: SILVERADO LOT #47 BLK #18 PIWJBCT/ 04128.002-47181 MODEL" 4EBB "1828-CALI" GARAGE OWWO: RIGHT PAGE: FOUNDATION PLAN %150 MPH EXP. B DRurr 'I A1'6"" 07/27/20 8CWX: 1/4"=1'-0" WKS= s1 30" MIN, EACH WAY MONOLITHIC FOOTING Z }} "..v STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED g CELL SEE PLAN FOR SIZE AND ¢ a D CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS11: v°°• Il O r SPACING REQUIREMENTS }} W m U . 11v. -.. — °^. GARAGE DOOR RECESS ° FM coZ O 8" CMU WALL O Z 3 8" CMU WALL .. p CORNER BARS, SAME SIZE AS LARGER BAR I IN FOUNDATION WITH 30" LEG EACH W Lu 8° = 0'-0" J WAY AT ALL CHANGES IN DIRECTIONS w N y ej "1 TOP OF SLAB . ��,�� TOP OF SLAB 0. IS CONTINUOUS SO THAT THE STEEL REINFit. ° I ° I MATCH AMOUNT OF CONTINUOUS BARS �I ?{r CURB FOR e EXT. PORCH SLAB Lo SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1 STORY) 83 18" - • EXT. PORCH SLAB - VARI SEE SLAB SCHEDULE TOP OF GARAGE ° I� v CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET `" �;0. AT EIEV: W/ 12" ISOLATION � �` JOINT (WHERE ^ 6" CHAMFER (2-STORY) pq 24" W/1l2" ISOLATION 4" CHAMFER (1STORY) 6" CHAMFER (2STORV) �" ! K.E.NSITIONS 0'-0" APPLICABLE) i - SEE SCHEDULE JOIN (WHERE APPLICABLE) Z �. EE SCHEDULE a ARE MATE FROM FOUNDATIONS HAVING � FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #6 3, AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 3CALE:34"=1'-0" SCALE:34"=1'-0" CORNER BARS DETAIL DOOR OPENING @ GARAGE q J 4 SCALE: 3l4"=1'-0" SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN, OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/,6d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT EI VERIFY HEIGHT NAILS, 2-ROWS, 4" EI O/C BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE 2"CAPPED j NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O Ll SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 12"x9" WEDGE ANCHOR W/2" BTM, PLATE TO BE PT. W/FLANGE @ BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO `o 8", UNO O FOLLOW ALL MANF. PLATE EPDXY 5-1/2" EMBED. MIN. 16" OC SLAB W110d MASONRY NAIL 16" O/C STAGGERED. = C SPECIFICATIONS FOR SIMPSON SPH4 OR SPHB ADDITIONAL METAL M to ¢ USE AND I BTM AND TOP PLATE CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) VC X 2 1/4" = ci H PREPARATION OF CO HOLE. ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL W REQUIRED WHEN NO U3 UPLIFT IS PRESENT. TAPCONS IL LZyI HOLES, DO NOT USE 10d w w gQo�C x 3" SEE SLAB SCHEDULE a wa„ SEE SLAB SCHEDULE •- 0'-0' a ,P TOP OF SLAB . :. . TOP OF SLAB -! n . 4' CHAMFER (1 -STORY) 6" CHAMFER (2-STORY) a.�= a•. -- ' �_ — 40 ..�, EQ. EQ, EE SCHEDULE EQ, EQ, EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:3/4"=V-0" (W/ UPLIFT) 8 s°ALE:3/4"''-0" (NO UPLIFT) SCALE:3/4"=V-9' LAP TOP PLATE A MIN. OF --------- AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT f CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE g 4: PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO o BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL Lu 16" O/C STAGGERED. U ADDITIONAL METAL v d CONNECTORS NOT /n REQUIRED WHEN NO 8" CMU WAIL UPLIFT IS PRESENT. Z POURED LINTEL CONT. (TYP.) ','p•. 8' CMU FILLED CELL (TYP.) .. - TOP OF SLAB SEE SLAB SCHEDULE .I• _ 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STS2 BOLTS 5" Z MINIMUM EMBEDMENT INTO TOP OF SLAB a • "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 18" O.C. VERTICALLY MAX .a POURED MONOLITHICALLY WITH —5.►�-�� FOUNDATION AND SLAB —^°^---r3 SEE SCHEDULE SEE SCHEDULE . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 SDAIF:34 , a (NO UPLIFT) 10 SCALE:34"=, o" 11 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA k: 0003325 F 6 40) T f SURDM as LOT: SILVERADO LOT #47 BLK #18 PROJECT# 04128.002-47181 m0Dm� 4EBB "1828—CALI" GARAGE 8WDfG: RIGHT PAGE: DETAILS 150 MPH EXP. B i"l N. RONALD REAOAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774 4078 www.abdoeigngroup.com AA B: 0003325 d 6 BUSSIV. Ae LOT SILVERADO LOT #47 BLK #18 [PROJECT# 04128.002-47181 MODEla 4EBB "1828-CALL" GARAGE 9WMG: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B pluNT DATE, 07/27/20 SCALE: 1/4"=1'—O" DOWEL PLAN SCALE: 1l4" = 1'-0" S1.2 1./ TIE VERTICAL REBAR TO HORIZONTAL REBAR WI 10'. HOOK [r-GROUTED BOND BEAM VARIES PER ELEV. Z iv • I .a a Q CLEAN OUT REQUIRED Q FOR INSPECTION • - I TIET/ERTICAL REBAR . • o TO HORIZONTAL REBAR W110" HOOK BAR SIZE 48 BAR DIA. z #3 18" LU >O #4 24" M U #5 30" #6 W, #T 42" HORIZONTALNERTICAL REINFORCING SCALE: 314"=1'-0" z STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND o ( SPACING REQUIREMENTS U �a 0 m Z 8" CMU WALL TOP OF SLAB _ a TOP OF SLAB SEE SLAB SCHEDULE z w a •• BAR SIWBIAR 2 Lu EXT. PORCH SLAB 4" CHAMFER (1-STORY) yW/ 117ISOLATION 6" CHAMFER (2STDRY)JOINT (WHERE 03 cAPPLICABLE) Z MATCH STEEL #5M. REINFORCEMENTPVC CHASE pER SCHEDULE6" PVC CHASE THRU FOOTING THRU FOOTING #T MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774407E www.abdesigngroup.com AA C. 0003326 N M � 1 6 om aysDIV. at LOT: SILVERADO LOT #47 BLK #18 PROJECT/ 04128.002-47181 MODEL.; 4EBB "1828—CALI" GARAGE OWMCF: RIGHT PAGE: DETAILS 150 MPH EXP. B a DATM. 07/27/20 aCALE: 1/4"-f-0" 8*1ZET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 112" 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 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 RZMM 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 (psi) SIZE' REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sx8 (1) #5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 0 0 3'4' (42') PRECAST 2231 4'4' (41 PRECAST 1988 *V (549 PRECAST 1MS 84' (64') PRECAST 1217 V-10' (701 PRECAST 1082 94' (M9 PRECAST 90S r4' (M PRECAST 743 9W (112') PRECAST am 104r (1287 PRECAST 475 11'4- (138) PRECAST 362 17-V (14') PRECAST 337 I" (ion PRECAST 206 W0 (18" PRECAST 279 14'4' (TM') PRESTRESSED N.R. IV-4- (184-) PRESTRESSED N.R. lr4' 07n PRESTRESSED N.R. 1" 1232') PRESTRESSED N.R. 214' MV) PRESTRESSED N.R. 2r-X RM PRESTRERIED N.R NO PRESTRESSED ��=�== Omm101DOm 00MEANA mmovoldm mmmOmmm 0maKzaoov mmm� om m=momov mmOQw" ELM mmomoom 0momomc: mm000�ao m m 0 0 m i..t'^c.^, ['.al' Omm00m0 ommoo oom�v©mv ommoo��r_ IOmm00mzzm oom�t000 ooms�moa Ommm000 ®Icmm x x=xmO oomozz ©(O0m0©0 m�mm OmO Ommmmmm m lOm�00m ®mm00mm OmmO�mm 000mmmo mmmOmmm OmOmOmm OmlOm101Om 0�00®m0 m 10100mml0 0m�®Omm m000m�m 0T889 N.R 124 1 210 1 410 14M 48/ vimFun (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION -ALL PRECAST PRODUCTS ARE TO BE METALLED PER MANUFACTURES SPECIFICATIONS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4tOM'6M SAFE LOAD - POUNDS PER LINEAR FOOT V-W (4T) PRECAST 1025 1 1024 1 1500 1 T-r (42* PRECAST 4'-V (48') PRECAST M5 M3 1309 for (4111 PRECAST W4' (84) PRECAST 502 691 1073 4'4' (541 PRECAST 14- (641 PRECAST 411 411 746 V-V (64") PRECAST V-10' (70') PRECAST 340 330 610 5.10' (70') PRECAST 8'd' (78') PRECAST W7 721 490 &4' (74') PRECAST r4' (Bd') PRECAST 424 sm 383 R6' on PRECAST 94" (112') PRECAST 928 512 230 94' (112) PRECAST tad' (128) PRECAST 284 401 180 tad' (128') PRECAST 11'4' (1111N) PRECAST 250 452 164 11'4' (13n PRECAST 174' (U4') PRECAST 244 402 137 174' (144'7 PRECAST 134' (180") PRECAST 217 324 110 ITW (18V) PRECAST 14'4' (18n PRECAST 2D5 203 100 14'7 (188'7 PRECAST 141r (178r) PRESTRESSED N.R. 284 91 14'-8' (178') PREBTREiB� lVW (18C) PRESTRESSED N.R. 260 83 164' (184-) PRESTRESS® tr4• (2 n PRESTRESSED NA 194 84 tr4- (206') PRESTRESSED lIT4' Mn PRESTRESSED N.R. 148 52 19W PRE 21'4' WAI PRESTRESSED N.R. 126 42 214' On PRESTRESEED 27-V 084") PRESTRESSED N.R. 116 40 274' 0541 PRESTRESSED 24'-0' Olin PRESTRESSED N.R. 1 91 33 24'd' (2M PRE (#)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED A PROVIDE WNMIM r OF BEARING PAST EACH SIDE OF WINDOW OPENING L---------a---- -----J L--------------a--------------a LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 9: 0003325 II y O m ID stmDly. Ac L074 SILVERADO LOT #47 BLK #18 PROJECT* 04128.002- 47181 MODEL: 4EBB "1828-CALI" GARAGE EWIMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B DARE: 07/27/20 DCALE: 1/4"=1'-0 8HL'MT S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL RESAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3!4"=1'-d' PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. i A tN\NpyO .Q NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT, 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAYBE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. T Ik/ OF v F = FILLED Wl GROUT U =UNFILLED .r1\0 NOMINAL # OF #5'S, IN 2N0 BOND WIDTH BEAM COURSE M/ B NOMINAkl6-lT/1 0 Q� HEIGHT # OF #5'S, TOP IT I$ THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1T/1M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- 1T/OMNS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST .3 11r WINDOW Z SILL � SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: i 1/2"=I- TYP. 8"xr ;D[ g;;g_ . .1#5 BOND BEAM mm RR-1#5 TYP. B"xl6" BOND BEAM •.'; 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR B ND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#6 BAR •Y. BOND BEAM GROUT SOLID FROM OP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 Bx8 PRE -CAST CONCRETE LINTEL W/ (1) 05 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-r' BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'•0" LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS me . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN4.3DO SHANK SIZE.145 MIN H SIZE .300 MIN EMBEDM 1/4") 8" FROM EACH EN 18" O.C. MAX. MIN 1-1/4 EMBEDMENT 2X6 (MIN 2 X 3) 2-3M6 T OR DRIVE PIN (MIN SHA SIZE.145 MIN HEAD SIZMIN EMBEDMENT 1 1/4"FROM EACH END AND O.C. MAX. MIN 1.114" EMBEDMENT 2x8 (MIN 2 X 3) 23116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 ZX4 SOLID BLOCKING — 1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAIL SCALE: 3l4"=1'-0" SINGLE #5 CORNER —4v STEEL REINF. OF BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM ruANr-c CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngmup.corn L AA A: 0003325 A rim loo aUDDIde I.O7"+ V. SILVERADO LOT #47 BLK #18 PItOJSCT 04128.00 -4718 MODEL 4EBB "1828-CALI" OAitAGIC a7IDJ0: RIGHT PADS: 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" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H2OA OR LGT2 W/ 10d x 1 112" 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 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. or2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ y� 5 a SIMPSON LTA2 USED TO BRACE TOP OF WALL. B CJt —n —--x--n-- EJ7 CJ, N N CJ3 = x ■ ■ IA Nx Bpx n a tlpn w Mw a pwA w yqu w CJ3 q N 3.1 CJS CJ5 to � 1A A14G 3.1 .—s—.—=—s—=—sass s—= .—.--- ,A 1A .1 =—`i=—•—'—'—_—•—_— :—:sue:—.—.sa..� 3.1 _—_—_—.—.—. .—.—==s. ===®saw=—s.s—=sue _—_—=—•—PREfABgICATED ROOF --—'—.—'—s—.sue.—: TRLIBBE8 ®24.O.C. MAX. ®sasses—•—=—_—`—.—= s—a—•—•—.—•—•—_ ,A r 1A .1 ....... ...... —• .................•— .—.—.—.—.—.—.—. ..=—.—.—.—.—...a,A -.-.---.-.---•- ---- I ATTIC I " —.—.—.—.—.—.—.—s .-.-_-. _-_- --_-_ .-....... All A11 9.—•—:—= A13 ' 3.1 O — A,6 ulut 7 B 7 8 It N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroupcom AA M: 0003326 C ikko 6 gbg 6 gk O iousDm & LOT: SILVERADO LOT #47 BLK #18 PROJECT 04128.60 -47181 MODELc 4EBB "1828-CALI" GARAGE EWING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B �.1 PRDFT DATE: 07/27/20 SCALE: 1/4"=1'—O' FRAMING PLAN 'HNC SCALE: ,/4"=,'-0' S 3 A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 e NAILS TO TRUSS B-(2) SIMPSON HETAI6 TRUSS ANCHOR WITH (12)16d x 1 J" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d 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/ 10d GALV. COMMON NAILS / 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON — "ROOF/WALL/FLOOR HTSM20 W/10 10d TO SHEATHING TRUSS AND (4)114" x 2 1 /4" FASTENER SCHEDULE" TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: A PT SYP #2 2" x 4", # 19M UPLIFT (2) SIMPSON 6", 8" x 4'-W MAY BE ADDED HTSM20 INSTALLED ON W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF O/C TO FACILITATE ONE BLOCK WALL W11010d TO ADDITIONAL. PLY MAX. TO TRUSS AND (4)1/4" x 2 1/4" ACCOMMODATE TRUSS TITEN 2 ANCHORS TO ANCHOR REQUIREMENTS. CONT POURED LINTEL ENGINEERED WOOD TRUSSES @ 24" 0/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) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d Q EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'7(" BRACE SEAMS) 30'-1"TO 60'-0 (3) -A" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ tn" 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 i lY-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS 6DALE:3°"=,'-0" NOTCH DEPTH 1/4'1) O HOLE EDGE >5/8" HOLE DIAMETER 2/5'0 SGL. STUD OUTER 1/3 OF SPAN ONLY EDGE >5/8" PLATE \� III I 3/5'D DBLESTUD STUD NOTCHING AND BORING LIMITS 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 (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HI OA 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 FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'=i'-U' PRE-ENG TRUSS CONTINUOUS BOND BEAM �--- TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngmup.com AA #: 0003325 IS syhhl b b d ntmDiv as LOT. SILVERADO LOT #47 BLK #18 PROJECT* 04128.002-47181 MODEL: 4EBB "1828—CALI" GARAGE SWUM: RIGHT PAGE: DETAILS 150 MPH EXP. B DATE. 07/27/20 1 SCALE: 1/4"=1'-00"" j S3.1A (2) 2X4 No.2 SYP DIAG. —� BRACE W/ (3)12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) X BRACE 30'-V TO 6V-0 (3) "X" BRACE (1) " C BRACE @ CENTER (2)'7C BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE — "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-U' O.C. (AT SHEATHING SEAMS) PRE•ENG GABLE TRUSS STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) W. 2x WOOD FASCIA SEE ARCHITECTURAL TRUSS MFG�• - 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d A SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C ANDAPPROVAL SECURED W/ (2)12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4"=V-0• PRE-ENGINEERED VALLEY TRUSS CONNECTION_ 2 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774.4078 wwwAbdoeigngroup.com AA g: 0003325 � ^g O 70 0 Ip BUDDIV. & LWOSILVERADO LOT #47 BLK #18 itoi cT# 04128.002-47181 MODEL: 4EBB "1828-CALI" GARAGE BITING: RIGHT PAGE: DETAILS 150 MPH EXP. B D T " 07/27/20 SCALE: 1/4"=1'-0" S3.1C A- q L A RIP ROOF iF w ROOF WIND DESIGN PRESSURES NET (GROSS) ASCEY-TT- ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-W END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: *B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT -- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sol GUN NAILS @ 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 RING 0 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SI2E PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (]SANTA) ESR-1539 EXTERIOR SHEATHNG USE 1/2" CDX OR 7116" 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 Sol RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS Q 4" O.C. ,. TOP & BOTTOM EDGES .. N • 2 Z O � w , Wto O ZYZ j= Y 3 w rn N Z$ TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO. RAFTER OR TRUSS annP sucerwur- �� _4 .. ROOF SHEATHING LAYOUT AOR ND ENDWALL BRACING OWE END FRAMING y ZLU w OD w 8d RING SHANK GUN NAILS QZ 6" O.C. IN FIELD S U J} TD O AT . HING ATTACHME0NG TO BE STRUCTURAL GRADE J 2 W C7 U W L) �•- 8d RING SHANK GUN NAILS 0 IT O.C. IN f' U FIELD or 8d x 2 1/2" SCREW SHANK O PNEUMATIC SCREW44AILS Q 12" 0.f3„jN � ro FIELD J\ w a TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2017. 86t EDITION AC1318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE &13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W WOOD. PROVIDE WAR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31C. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 84kL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSON-GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF RANINGB. SEAMS UPPED B INCHES AND SEALED WITH ADHESIVETAPE. ELASTICITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHAU. BE TO DISODIUM ELS OF 0.25 PCF OF A BORATE TI4AT ATIVE FORM -WORK: CORROBORATED TETTRAHEDRALT(DOT), WOOD FOR STRUCTURAL USE SVAL B HE TREAT ED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF OA2 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6Yh EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE 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 WELDED WIRE MESH: WELDED WARE MESH, SHALL BE ASTM AT S5, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED S-O' OC, EACH WAY, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AN SPECIFICATIONS. DESIGN LOADS: D CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. rA UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE NOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPI/WTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. 20 Psf TOP CHORD _Dro cOnDu_ 10 pst BTM CHORD -non-mnamnl TYP. MIN LAPS SHALL BE AS FOLLOWS: R4 BAR - 26" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS O 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. R 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 pst w) No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING 70 MANUFACTURER'S INSTRUCTIONS. 10 Psi 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 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST WIND: DEAD LOAD SPEED=1MPH 3-SECOND OU37 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 (NICE (FBC EXPOSURE B, RISK CATEGORY II) 7) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTTICTIC WITHOUT STORAGE: tOpaf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20P0. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, 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 WILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOW, ROOMS OTHER THAN SLEEPING ROOM: 40W, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY' PUN 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 5301 ASCE 5/TMS 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 r. - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLASSING 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 DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH IT EN PERMISSION 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 COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 101. USE ONLY MECHANICAL VIBRATION CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE SIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE F 2 000 sf, FOOTING DE L O P O EXCAVATIONS SUB -GRADE SLAB SUBRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS. AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, MTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MO( PRIOR TO CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED Tit- PRIOR TO THE ADDITION OF PLASTICIZER, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TtWSTAMPED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSDED 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 90 MINUTES, 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 NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONBg B. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1-1k"FOR Mi AND SMALLER 2" FORN AID LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-UT FORBEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "W OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C470. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy EDT 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B. TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND D OR BUCK FA TENERS FASTENER APPLIGIIDN 81IE TYPE SPACWG PEMAR(3 APPUGTXA SRE I TYPE IePACMG REMARKS 1YI PT FURRING TO GeE IURDENED 000. GAUGE DOOR BUCK 1N'OW. I TAPCONMASONRY 112 EMBE0.11•ENDa3T., MA90NRY100NC. UK i 1Yt" LONG, e•O� TO MABON0.Yh>CNO NOVA ER FASTENER e. 114EDGE GIST. BGO,AL.EXT. DOORS 1. PT, SEE NOTE a GBE NAROENED C00. NAIL t 1IT LONG POIC STAGGERED WMDDWNOpLFABTENED INTO MASatRYHXk1C. GAUGE DOORBUa( TO MABOMiYIOCNC. I-DW." WASHER EX -ON BOLT L•aO YEMBE0., 1'ENp DETf.. P EDGE-T, WINDDw slat -ERAaDBNED cox POG V/INDDW/WaLFASTENED -T. CONTACT THIS ENGINEER FOR SPACING x PT, BEE NOTE a UK 11?LONG. STAGGERED iNro AtxsONnrrcxac. MAsoN+rlco"c. REQUIREMENTS (T111-1 RAPCON II EMBED, P ENO. NON-BEtWNG W000 I EXP-LE- 1'EMSED. I EIID BGal L PT, SEE NOTE a NO WAMIER FABTTEN 1tF dC t?EOd-T. WKL TO C'O SUB A911ER BOLT UdC 018T.,AEOGE 06T. P.rTwlNdw- O.1ae'PAF x21la' - PENS. DIBT,.11? O STEEL COL., SEE W/WARNER 9TAGGEREO EDGE D. NO E 8 N STAPLES LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HLTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOR 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. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-77448078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 J U J C y 4 a 40 lu V glunmv. ae Lois SILVERADO LOT #47 BLK #18 PIROJmcT/3 04128.002-47181 MODMIA 4EBB 1f1828-CALI" GARAGa SwIIdG: RIGHT PAGffi: DETAILS 150 MPH EXP. B 1' -"-� --e ���E�K�►33 DP SUN 07/27/ 00 scALIC: 1/4"=1'-0' >sMS NI i 2136z� f i I,