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HomeMy WebLinkAbout7055 Silverado Ranch Blvd99 1828-4EBB-CAL199, HOMESi"�.. ht VgORK �;Of?ES FI.ORiDABUti�.��t,�t� �.�>4 �A i tOl�L AND THE i�CITY ORCiINAPICEE y 1f Ott ;1` r.'•+ 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONSABV INDEX OF DRAWINGS • FBC RESIDENTIAL 8TH EDITION (2017) A/C ABOVE CONDITIONING MIN MANUFACTURER R DATE DEBCRIPTION ovxws COSW&E0 ARCHITECTURAL SHEET # DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 *FLORIDA FIRE PREVENTION CODE BTH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION •ALL LOCAL AND STATE CODES •OCCUPANCY - RESIDL;NTUL. GROUP R3 :CONSTRUCTION TYPE - VB �p� ��pp� �MLN. INTERIOR FINISH - CLAM B *BASIC WIND SPEED - Vult=150 MPH EXPOSURE - B =118 MPH el -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ADJ. ALT. AMP. BD. CL CAB. cL.G. CDR. CONC. CPT. C.T D. DO. D.O. DIA. DIM. DISP. DP. DR. ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINS[ ceLLBJG CLEAR CONCRETE CARPET CERAMICTILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR M.T. METAL THRESHOLD MTD. MOUNTED MTL. METAL N.T.S. NOT TO SCALE O.C. ONCENTER PL PRSH BUr ONE P.B. PUSH BUTLYRJ PH PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER RAD RADIUS R.A.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOUDCOREEXTDR O@@/M wn RIC UPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAI—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PJVIiAS CO'SRE-I5&ED c"m Som ELEVATIONS ADDED 0346/18 CDSRE•ISaED 04fiW FOOTNG REVISION PERM BO ES Rill B CD'SRE•IE&ED O!/1A9 ADDED CIJIREI.E56 FOOTER AT DARK# DETAIN, (FORT FI1'05) OMAS PLANHAINf6UNCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA D.S. DTL. D.W. EA. ELF . EQ EXIT DOWNSPOUT DETAIL DISHWASHERSHT. EACH ELEVATION EQUAL EXHAUST S.D. SMOKE DETECTOR S.H. SINGLE HUNG SHEET SHTHG. SHEATHING SHWR. SHOWER SSIMILAR SL SLIDING PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WAS -WALL ASSEMBLY DETAILS . , C Lis �7 Lry�s Iwo 11a GANaAc,E 4� Ba FT. AR No. 93723 ENTRT 16 Ga FT. LANAI OD sa FT. EXT. F.GJFX. F.O. EXTERIOR FIXED GLASS FUEL GAS SL. GL SLIDING GLASS STD. STANDARD SWS SHEAR WAIL A.B. DESIGN GROUP, INC. TOTAL 2362 BG1. FT FIN. FUR FINISH FLOOR SECTION TEMP. TEMPEREDGIASS K. THICK 1441 NORTH RONALD REAGAN BLVD. OfLT FI DR. FRENCHSDOOR TOC. TOP OF CURB LONGWOOD, FLORIDA 32750 FT CA FOOTING GAUGE T.O.P. TOP OF STATE T.O.S. TOP OF SLAB Tel: (407) 774-6078 OAR. DISP. O.F.I. GARBAGE DISPOSAL GROUND -FAULT TYP TYPICAL U.N.O. UNLESS NOTED Fax: (407) 774-4078 OL, GYP. BD. CIRCUIT INTERRUPTER GLASS GYPSUM BOARD OTHERWISE ISE V.P. VAPOR PROOF W. WASHER STRUCTURAL SHEET # DESCRIPTION PG Si —FOUNDATION PLAN PG SI.2-DETAILS L PG 53.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S—DETAILS PG S3—FRAMING PLAN H.B. HOSEBIB W/ WITH H.C. HOLLOW CORE wD. WOOD LODHTT ER wnw. WINDOW HOT ORA ERWHEATER INSUL INSULATION W.I. WROUGHT IRON TNTBUILDER INTERIOR LAV. LAVATORY LUM. LUMINOUS Mc, MEDICINE CABINET DRAWING / CONTRACT DOCUMENT REVIEW THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DI DESCRIBED THIS DRAWING SET) ARE UNCLEAR T R PG S3.1A—DETAILS PG S3.1C—DETAILS PG S3.1—D AND IN NEED FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PG SNl—DETAILS AILS PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. •1 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesWgroup.eom AA S: 0003325 of a L3 L3 MSTLJaDIV, a. IATs SILVERADO LOT #62 BLK. #6 F1RO"=T# 04128.002-62061 L[ODXMLS 4EBB "1828-CALI" OAItAG M 8VZN0: RIGHT PAGIM: COVER SHEET 150 MPH EXP. B DATM 3/08/19 eCALM 1/4"=1'-O" 11313cm C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE INCOMPLIANCEWITHTHE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. S. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTAL LED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. & THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302&1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1JA3INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30252: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.28 GAGE (0.48 k" SHEET STEEL P 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 R3M6 & TABLE R302A THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /6-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSOBE PROTECTED BY NOT LESS THAN %%NCH GYPSUM BOARD OR EQUIVALENT, MITE 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, OWSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-0" BEYOND NEWFOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CATY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 0. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA - THE ENGINEERED WOOD ASSOCIATON : 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY MATH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE S FT . SQ. KU MMG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3OD5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTKXJ P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINMHES i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7%' 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-C106312a. 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-CIO63 -I IA AND R703.7. FM REWTANT C0NSTRUC710N UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2"GYPSUM BOARD.R302.7. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosWngroup.com L AA 8: 0003325 R h � o u,W W tl+ a 6 aulmLV. at Lom SILVERADO LOT #62 BLK. #6 IFIWJWT# 041 -6 06 MODWLa 4EBB "1828-CALI" GAIRAGM QVrDTG: RIGHT PAGak GENERAL NOTES 150 MPH EXP. B n„o o oYYYYIo � 1sIYY.YIIIIYfn:1.Y1YYYIYY'n nYY.YIo � o olY1YY110 ' — � olo ' p � 11 II a � Mm o � o i I � Air . of ® - . ,V OLLAII SAS RECL - o ME o . - v1GAMOE o In p 1 J' • On arRIr, 31ms We TRAN6.o .. o 'E I d i I- oIYYYYYIo o1�.YYY�o .° �.� o'JYYIo oJYE10 �I SQ.FT. CALC.S LIVING *28 Sa. Ft. GARAGE 430 Sa. FT. ENTRY 16 Sa. FT. LANAI 88 Sa. FT. TOTAL 2362 Sa FT. BIII�IY� O�MIE0LF01�� 01®YIO/ "ME 09 10 YFNIND OW MWO AID7WE FOOTAGE MIN. WINDOW I® 5 24/-33 CRITERIA EXTERIOR SWING IS S 24/-31 DR MIN. CRITERIA SJSD. MIN. 41 5 23/4% CRITERIA 16010 CAD. 112 5 2CA/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, 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. CoMmy C �L TOP PLATE 9 �n BAR DETAIL A SCALE, V2'"1..0. B ARCH I DTL. FLOOR PLAN SCALE, VI " 1'-0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS FSETWEEN THE GARAGE AND RESIDENCE SHALL ISE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID ORHONETCOMB-CORE STEEL DOORS NOT LESS THAN 131V (36 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. Ii N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigrtgroup.com AA #: 0003325 , o b r TinODIV. 8/ ICIT:SILVERADO LOT#62 BLK. #6 somon CT* 4128. 02-62061 MODEM, 4EBB "1828—CALI" 0AVLAGZ 1151FING: RIGHT PAGEL FLOOR PLAN 150 MPH EXP. B F'PRIW 'I DATM 3/08/19 1ICAI.101: 1 /4"=1' - O" Ei2iY1>QT Al 8NMGLE Rot FYPON eKTlam OR EQUIVALENT w' c e •1-19'-V' 5LDG. HGT. FYPON LVI2X24 OR EQUIVALENT SFIAKE SIDMG AS SPECIFIED (TYP.) W IRMIZE SAND (TYP.) 6' TRIM EIOARD (TYP.) 6' RAISED ELAND (TYP-) /�1■I■1�1■I■1�1■I■1�1\\//■1�1■I■1■1�1■1■1■I■1■�■I■111■I■i%1�= = -- 6f 0111 , ����� �1111 ■� ���� ■sdill 1001III ��i isi i�i ► „�, ■■ LE� i ► i i i i iI i�i i miliommi immili a' -a' BR3. FRONT ELEVATION SCALE: 1/4 . -0 TEXTURED FINIBN OFF RIDGE VENT 6 OFF RIDGE VENT ARFAOFATIIC = 2364 SQ Fr. NET FREE VEMA7gN AREA RIMMID x ]/30D REOWREDVENILATIONAREA = 2354/XD = 7AS VEETRATIONAREA X SQ INCHES PER FT. II441 = UX72 SQ IN. MINAMCNIR®VENTILATION .SR 51T4.72 IN LAIM PORTEIN OF ATTIC x 5035 Sa IN. OFF RIUFEVENIAHON AREA = US SQ IN. PERVERT SP36 nss 117FAL#OFVENTS REQUIRED = ARM WTALEOFVENIS PROVIDED = S 'AREA OF ATTIC ISTHE PERIMRE! OFTHE HOUSE, LESS THE OVE6NNG (ERTERIOROF WALLTO EOE IOR OF WALL. NOoVERNANCS INaUDmI OFF RIDGE VENT 12 0'-0' 5RG. HGT. 01 m no E LEFER ILI I- moss-m-, 6 REAR ELEVATION SCALE: /4 - I'-®' TEXTURED FINISH 'a i- --------------------- RIGHT ELEVATION ALE: I/4 - I'-0 TEXTURED FIRM OFF RIDGE VENT OFF RIDGE VENT - N. GR D ®'-m' FIN. FLR 2' I N N I\ 71 -4- DECO. DTL. ,(-A)DECO. In - F-®' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774.4078 wwwAbdeslgn8roup.som AA M: 0003325 I It �8�8il. ;3 sUDD3M as WTE SILVERADO LOT #62 BLK. #6 P3W J=TIp 04 8.0 -6 06 awaa:.E 4EBB "1828-CALI" 0AMAGN MIMM S RIGHT PAGE: ELEVATION "D" 150 MPH EXP. B ROU1119 A ABCUCHACPA M NO 937= , aw� 3/C /19 dICAXJb LEFT ELEVATION SCALE. V4 - I'-®' TEXTURED IRMISH ELECTRICAL LEGEND DESCRIPTION SWITCH CH V CH ITCHON T 1 HERMOSTAT E RECEPTACLE (COV/20-AMP POLE) 10V DUPLEX RECEPTACLE =0 10V DUPLEX RECEPTACLE (EQUIPPED TN GROUND FAULT RI�TERRAMPER RESISTANT TYPE) DUPLEX OUTLET(HALF OF OUTLET ME D TO SWITCH) RIOR WATERPRDOFKiI CEPTACLE (GROIAD FAULT TEIlItPTER) j4b IOV QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR TED) 20V RECEPTACLE (4 U2RE CTCR) HCUNTED LIGHT CILNG MOUNTED LIGHT ENT LIGHT Lw rr SCONCE PRE -TIRE T FAN WITH LIGHT (1 CPM PER SO. PT.I YG6 BIL.B LIGHT FIXTURE a066 BtLIS LK.NT FIXTURE S@63° 9 DULD LKWT FIXTURE v IT' TRACK LIGHTNG TTIC LIGHT WTH FULL C 4AN }�( ER CABINET LOW ® h4' PLUORESCENT LIGHT (RECESSED) m 'A4' FLUORESCENT LONT (SURFACE ow, FLUORESCENT LIGHT (RECESSED) • x O CESS LKiNT GESS LIG•IT (VAPOR PROOF) MOUNTED LWY URT14 J-BOX . FAN (FELD VERIFY ) I.CQ Ipar-AL METER (FIELD VERIFY WALL MOUNTED) CEILn-0G MOUNTED) MOUNTED PAN j7TvJACK (1 CFM PER SO. FTJ ACK CTCCTCR (GEILMG MOUNTED) )T NOTES, LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TORE VERIFIED • HOMEOUIER PRE -CONSTRUCTION MEETING. • ALL 15 A 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 2I0.I2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISNIUMWEIt DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXWAU&T PAN TO HAVE MN CAPACITY OF 50 CPM NTEIOMITTENT PER TABLE MBOTA OF FBCR 6TH EDITION (20fl), • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND PAULT CIRCUIT-NTEItl�PTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL DE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(ISX2) • ALL RECEPTACLE TO Be TAMPER -RESISTANT TYPE • ALL LAMPS SN SEI D BY II D ! AND TOF L10,NITING MI18T BE ENERGY EFFICIENT TYPEPERFJSL ENEI.9Y CONSERVATION R (RESIDENTIAL CNEGY EFPICIENCY) 2101. 61h EDITION R4041 CEILING ------------- AN MTD. LIGHT TO BE 1 ,'i•IeE-WIRED LIVING ROOM INSTALLED, I CLG FAN PROVIDE I G J PRE -WIRED \ J-BOX FOR \\ �I CLG FAN #: OPT. FAN P I t& / DINING ROOM I in 1 I _ 1 SWITC14 T OUTLET - - - - F 1 I CFI GFf / 1 SING / Yl1Y✓IiRll J,•fSL.i.].a --nil HOOD WIRE Wl-/ OUTLET FOR FUTURE MICRO PRE -WIRED \ CLG FAN 1 I / PRE -WIRED CLG FAN OIISNUI ES PRE -WILD / CLC FAN �'m // 0. I BATH ti A ' 1 BDRM.4/ I / /� I I l i 8 PRE -WILD 1 II CLG FAN ' 1 � l I R AI I GFI 44' � PG I ItA�CsRE \\ - - - - - i OFF.DOOR 1 i 1 1 \ L4_ J I \\ BOLLARD AS REQ. y,y \ WALL MOUNTED PER BLOC. LIGHT W/SUATCH IN CODE \ 10 1 ATTIC I IS/CO 1 \ / \ ( 16 CLG! 51 KEYLESS OUTLET _ FIXTURE w' L07 FIELD METER VERIFY �E�DEEE ®OOOiE 1�E®� [�E1�EEEEEE EJ•����� -�EEMK=Zm 7= NNW MEN ]RUN MENOMINEE ®®0000 ®mO©® ffmm lSF1��0SJ• = O ®0EEB--�E�711111f� O ESFfoi'f^'-T-�TS'd>♦tt♦ r>•l���'T^.�ifat"� NINE m i ®om ®Rsm�mo 110m WUNKMO^" 11114OZZ�RD01111MIEN "=I ���s�a�Ea offm E�s_4• - cao�::� �EEE1� H Sao—�©o© �RIIIIRI�t��l:J• OLM MILM u a:ao�� mum m - MR �t 150 AMP ELECTRICAL RISER FROVICX: 34/0 C4 THWN • K CU N 2• 0010UR OR 3 WO AN., TNIW . PI ON 1N 2• CONDUIT. (CONEUT TO TERMINATE ABO.N£ SOFFIT • OVE904ANO<1 % \ IRRIGATION NOT TO SCALE CO.ONATION SERVICE \ \ OUTLET • OUTLET DISCONNECT SWITCH AND - - OFF. EN GERAL NOTES, M ELECTRIC METEIN R _ yy++ GFf A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL Neu 8R ENCLOOURE GARAG GARAYAN COMPLY WITH ELECTRICAL PROVISIONS OF TIE [EIM.SUi 1 /- 1 EelTlar,l r7elii LOCAL CODES AM ALL LOCAL POIM 00111-ANY RECYMOMENTS, ISOMF ,P� FOR B. ALL CONDUCTORS SHALL BE TYPE RUN171,M UNLESS IM on NOTED OTNERUISE. TNBJU'►ION! SERVICE \ -------------------- sawqlow ._----------------------•_- POUER COFPANY OPT. TR4NMOR"!R INTERSYSTEM BODING COACH TEIMNAL AT LOW LIGHT GRADE VOLTAM CONNECTIONS ELECTRICAL PLAN SCALE: 1/4' ■ 1'-0' W AMP V240 VC I PHASE CANA TELEVISION awrmmmr PROVIDE BO AMP, Wa4O VOLT. 1 PHASE SECONDARY/ I V CU SERVICE GROUND C4N ECTED TO MACTRC4L SERVICE. PROVIDE 3 M COPPER (CU) N C.ONC2ETE ENCASED FOOTER STEEL PER 1.1/2" VIA SOREDULE SO PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE IBM 6W 2AD ALUMN PI (AL) IN2" DIA 60401.11.1 80 PVC EDITION (2SIl). CONDUIT LNLUG SERVICE 16 PRONOED BY RE ELECTRIC COMPANY. COORDINATE UT14 THE ELECTRIC sn" DIA X 6 PT LONG COPPER CLAD GROUND ROD COMPANY FRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdes4ftroup.eom AA I: 0003325 h IN SP IP "lilies fill rinmiv. as r oT, SILVERADO LOT #62 BLK. #6 rnon=T# 04128.0 2-620 1 moD 4EBB "1828-CALL" GARAGN BIVE TC h RIGHT PAGE ELECTRICAL PLAN 150 MPH EXP. B [r� Dw3/09/19 SCA* M 1/4'=1'-0" allm T E1 To PLUMBING PLAN SCALE, V4 . I'-®• 2' vTR VTR KITC14EN SINK uy �• AUTO VENT I ��/ 2' TUB I �LAv 1 j.I/2 LAV 2 I I WC 3 3 1 I 3• 3 II/2�I L N WASHER PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX:407-7744078 www.abdeaWngroup.com AA 0: 0003325 m x a 0 8 A nuumv. as LOT: SILVERADO LOT #62 BLK. #6 PUOJWT* 4 8 2- 2061 MOD 4EBB "1828-CALI" GARAos BVFnM: RIGHT PAOM: PLUMBING PLAN 150 MPH EXP. B D—ATj&- 3/08/19 ecALM 1/4-=1'-0" olva T P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICMG, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS ALL BE CON6TRLICTED OF A VALUE OF NO LE66 THEN R-6 RATING. ALL 6EAM6 SMALL BE SEALED WITH GLASS FAD a MASTIC. AND INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SMALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY C 4 MEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (20M) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SMALL BE CONSTRUCTED IN ACCORDANCE TO PBC iTN EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOM6 CONTAINMG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MEGMANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SMALL HAVE UNDER -CUT DOOR& FOR MACE -UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND POO 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SMALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL.. FANTECM DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFJOER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN a LIGHT O/A OUTSIDE AIR ® TWERM0STAT ® PASS-TNRU AIR GRILL NOTE+ ALL HVAC TO HAVE PROPER PANS W/ DRAM SECURE STRAP TO GONG. CONDENSER ATTIC ATTIC61MPSON W/ (2)-3/I6'X2' TAPCONS WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENA T y AIR RETURN 4 �� SECURE STRAP TO UNIT W/ (2) bXI 1/4' SHT. MTL. SCREWS RUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINER CONDENSER UNIT AIR HANDLER_____y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE NOTE, MAIN �D• DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURVVIN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS S(:ORIATED NICKEL BRONZE FL. F+L . /- FIN. FLOOR OR WALL COUNTERSLk YC CO. PLUG � SEE BPEG. BRA66 PLUG FITTING OR EXTENSION TO SOIL OR WASTE A6 REQUIRED //-- WADE 8240-K J06AM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FIN. GRADE OR PAVMG I'-8'X6' CONC. FITTING OR EXTENSION TO &OIL OR WASTE AS REQUIRED nFLOOR SLAB CLEAN -OUT (T�) �EXT. GROUND CLEAN -OUT (TY�PN.) NOTE. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE, 1/4 . I'-0' Do 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774-4078 www.abdosWigroup.com AA M: 0003325 [lie a rA 0 a Is%mvxv. as Lom SILVERADO LOT #62 BLK. #6 rnoj CT* 04128, 2— 06 MOD31sr 4EBB "1828—CALM' GA1tAGM BlrZN N RIGHT PAGIM MECHANICAL PLAN 150 MPH EXP. B AMMECT rn YALSOUCHACRA AR NO 02743 Dw"q• - 3/08/19 8CALM 1/4"=1'-0" 82210" M1 2X4 TOP PLATE PRE -FAD TRM 1/2' CLG. BOARD IR' DRYWALL Wr 2X4 WOOD 6TUD6 .24' O.C. GLAD FN PLR, NOTE: bTUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I&' OjC. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. 1 TYP. INT. WALL NON—BRG. 21 SCALE. FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.LI ON J' O.6J5. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 9/S' GYPSUM DC OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 9 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE: 3/4'■I'-V' ENERGY CODE FORMS ATION R-VALUES IRENCE STRUCTURAL R-4J INSULATION WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. PURRING — STRIPS • 24. OG. S' CMU L?' GYP. WL. BD._ WOOD BASE — FIDERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.LI ON J;' ObJS. SHEATHIN0.5 OR i' CDX PLYWOM SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT LQ' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �am row a" LK 2B GAS LINE TLLRU BLACK ro FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON I' 0.88. SHEATHING OR P CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS DEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ♦ � � �����_ I J4�O�TO�Ti�000i�iTisO�� }� �rrwo AFPXVcTvv. Am. �" •••� `oanaa4D Do= �rx ne4ac er onus s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90S.0 ON a' O.Sm. STIFFBACK AT ALL UPRIGHTS SHEATHING OR;' CDX PER STRUCTURAL DETAILS PLYUJDOD SECURED PER FASTENER SCHEDULE PRE-ENG UID' TRUSS TYP. MTL. DRIP EDGE O.H. PER ELEVATION 2x FASCIA PER /// ELEVATIONS CONT. 2x RAT RUN SECURED PER / STRUCTURAL DETAILS J/ VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED 51W GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WRJDOU! ATTACHMENT AB PER PORTLAND CEMENT MANIJPACTURE6 SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL bQ P.T. FURRING STRIPS • 24' O.C. 1/2, GYP. I.I.L. BD. GMU WOOD BASE 0'-0' FIN FLR _ _ J 0'-0' FIN FILM. 0'-0' FIN. FLR � _ 0'-0' FIN FLR a. a. a e' CMU a' .'a .'a W/ WINDOW OPENING LL B TYP. WASECTION W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NorE: NO OPENING PER SECTION 905.1.1 - FOR ROOF S 2:TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2)OLAY ERIUNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL .� SCALE. 3/4'•I'-0' IS REQUIRED. FOR ROOF SLOPES 1 SCALE. 3/4'0.0' OF 442 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4069 TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoeWWoup.com AA 0: 0003325 o q x 0 Lo 1111 flits!to 8 Ilumirv. a LOTt SILVERADO LOT #62 BLK. #6 PROJRCT* 4 2-6206 MODAZA 4EBB "1828—CALL" OARAGN 51F1NOi RIGHT VAG& DETAILS 150 MPH EXP. B Dw3/08/19 8C,VM 1/4"=1'-0" omtx T D1 A -BOLTS 4' B'10110 ' MN EVENLY FROM FLOOR TO Ell �—w ;��— 1a1;—_- a_--Bm�C W/ CUT NAILS. SIDEM 2XS OARAd,C DOOR SUCK W (S) ® )INV A -BOLTS W ISMEOMENT MN W/ 2W WASNER AND NW SPACED EVENLY FROM FLOOR TO Q,ARA6E DOOR 14DR IN JOINTS RRIOR TO FLLN6. 1.2X6 Pr BLOCK • CENTER OF ® DOOR HEADER OKI) JIW' J-DOLTS 4' 01WOMENT W/ 2'X2')di' UASFER AND NIT. ® Y4aTEs, 10 r ALL BE ACCORDAN E TO P~ACTUER'S INSTALLATION INSTRUCTIONS VA4ERE SUCH NSTM=IONS ARE MORE STRRIOENT GARAGE DOOR 1 BUCK ATTACHMENT \zvCruz vr.r-r 8' CMIJ DRYWALL I'X4' OR IX2' P.T. NAILER b,4 P.T. OR IY4 X4' MIN. SECURE THRU FRAME 4 EXTEND I -A' INTO BLOCK W/ T%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT 144 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING \'DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURE& DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3�4 OR +5/4 • BLOCK + 0 + L A SCALE: N.Ts. 2X4,m SECURE TO BLOCK W/ W TAPCON6 OR (MIN. 614AM SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6,m SECURE TO DL W/2-%' TAPCOtWMIR tbAW, SIZE .145 MIN. HEAD SIZd)AVO MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8• iS' OG. MAX SPACING. Y). 2X&, mo a I'X SECURE TO BLOCK W/2-El(N,' TAPCONB (MIN. 8HANK SIZE .146 MIN. MEAD 612E 30® DOOR MIN. EMBEDMENT I Y4) TT WITHIN 8' OF EACH END 4 MANUF CMU DRYWALL 4' OR PX2' P.T. NAILER OOR CASING JAMB OR WINDOW AGH TO 2X PER ACTURE6 DETAILS. 18 Or— MAX SPACING. NOTE: SWIM AS NEEDED TO PLUME; JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-1/2 1/ TO BLOCK +1-1/2" E: f$. 2X4= 6ECURE TO BLOCK W/ 2XS' TAPCON6 (MIN. &HANK 612E 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACI4 END 4 NOTE, STRUCTURAL 2X I6' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 MOW SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL ' TAPCONB TAPCON MIN. 1-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • GMU MIN. EMBEDMENT I Y4) • DRYWALL WITHIN W OF EACH END 4 18' O.C. MAX SPACING. X4. OR IX2' P.T. NAILER 2X6,® SECURE TO BLOCK W/2-%, 7(a 09D. X 4' MIN TAPCON6 (MIN. 614ANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END / MANUFACTURES DETAILS. IVOr- MAX SPACING NOTE, SWIM AS NEEDED TO PLUMB JAMIS (DO NOT EXCEED V) DOOR JAMB TO BLACK +Lilyy 1j" n N[NDO11 TO BLOCK +1-15/ S ZSCALE, KT . 2X4,m SECURE TO BLOCK W/ 21h' TAF'CONS (MIN. SHANK SIZE .W5 MIN. HEAD SIZE 3W MIN, EMBEDMENT I A*) WITHIN a' OF EACH END 4 NOTE, STRUCTURAL 2X IVOr- MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/U-%' NON-STRUCTURAL Ilb' TAFCONS TAPCON MIN, I,Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 6, CMiu WITHIN 8' OF EACH END 4 JS' DRYWALL O.C. MAX SPACING' ❑ 2' P.T PX4' OR I'X. NAILER 2X8m SECURE TO BLOCK 114-11(a' CASING TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMIS OR WINDOW MIN. EMBEDMENT 1 Y4 J—ATTACH TO 2X PER WITHIN 6' CF EACH END 4 MANUFACTURES DETAILS. IW O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLU•IS JAMB (DO NOT EXCEED 49 OR JAMB 21/4- iT1 IIDnmw , MY . TO B OCKK+2 2X4m SEA�6TO BLOCK W/ (MIN. 6HANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X B' O.C. MAX &PACING. MOST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK IW2-tXa'TAPCON NON-STRUCTURAL X•' MIN. I-Ys' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 )4' DRYWALL WITHIN 8' OF EACH END 4 18' O,C. MAX SPACING. ❑ 'X4. OR I'X2' P.T. NAILER 2XS® SEE�STO BLOCK W/2-if.' OOR CASING (MIN. SWANK SIZE .145 4 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. wmw M. Toww t,Nu W. wm e,C7or) DOOR JAMB TO BLACK +3` /u+1 •DUDOT TO BLOCK +3" " SCALE, N.T.S. 2X4m SECURE TO 15LOCK W/ �(a' TAPCON6 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 J WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X W O,G. MAX SPACING. MUST ISE ON OUTSIDE 4 2X64so SECURED THROUGH SECURE TO BLOCK W/2-%' NON-BTRUGTURAL TAPCONS(MIN. SHANK SIZE TAPCON MIN, I-Yi 145 EMBEDMENT INTO BLOCK MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y4) 8' OF EACH END 4 8 CM B' O.C. MAX SPACING. N DRYWALL 2xilm I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%- X SECURE TO TAPCONS(MIN. SHANK SIZE TURAL MEM15ER �eVft .145 WITHIN 8' OF EACH MIN. HEAD 612E 300 D 6' TO 8' O.G. MAX MIN EMBEDMENT I Y49"-DOOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW UY O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAYS TO BLOCK +5" FI TO BLOCK +" 2X4m SECURE TO BLOCK W//4 TAPCONS(MX SHANK 61ZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 16. Or- . MAX SPACING. SECURED THROUGH 2X6,® SECURE NON-STRUCTURAL 21fa' TO BLOCK U1I-114' TAPCON MIN. I. TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT 1 Y4') )V DRYWALL WITHIN 8. OF EACH END 4 IVO.G. MAX SPACING. 'X4' OR PX2' P.T. NAILER ® 2X8 ❑ SECURE TO BLOCK WA-1/4' )6- O.S.D. X 4' MIN. TAFCONS (MIN. &HANK 61ZE .143 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4J DOOR JAMS OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 10' Or -MAX SPACING. MANUFACTURE& DETAILS. uoNS wNn 44mmNa m.uN�.,w,00eor NON®ri DOOR JAMB TO BLACK +3-7/18" IW 7'0 BIOC +3-7 S` C' SCALE, NT . 2X4m SECURE TO BLOCK W/Y4 TAPCONB (MIN. SHAW SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END • NOTE, STRUCTURAL 2x 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECUR2Xbomm H TO BLOCK UU/I-U4' NON-STRUCTURAL Ilia' TARO TAPCON MIN. 144 (MIR SHANK 812E .145 WAON6 (MIN. S EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' CMIIJ WITHIN W OF EACH END 4 )g DRYWALL UY O.C. MAX SPACING. PX4' OR PX2' P.T. NAILER 2X84sa SECURE TO BLOCK WA-1,14' ' P.T. X 4- MIN. TAPCON6 CASING (MIN. SWANK SIZE .148 MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACFI TO 2X PER C. IV O.MAX SPACING. MANUFACTURES DETAILS. NOTE, SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAI® TO BLOCK +3 3/4` 11 M W TO BLOCK +3 3/4' "TV T . •1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesoi roup.cmn AA S: 0003325 , y � a 1p 8 A 3 to g mtV>lDIN. At LOT. SILVERADO LOT #62 BLK. #6 04128.002-62061 1LODImLE 4EBB "1828—CALL" GARAGN ImwZNOt RIGHT PAOIM DETAILS 150 MPH EXP. B Dw� 3/OB/19 sCAIM 1/4"=1•-O" simmimT D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12131/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL17232.3 FL17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/31/2019 FL15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL1S353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/2112022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIORTO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W. FLORIDABUILDING.ORG CONTROL DATE:01/14/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.e hd esi8n8ro uPxom L AA M: 0003325 2 O o svaasv ae mmgi SILVERADO LOT #62 BLK. #6 PROJm " 04128.002-62061 J►�oamr� 4EBB "1828-CALM" GAnAGm EVrXNG: RIGHT PAGm: PRODUCT APPROVAL LISTING %150 MPH EXP. B Dw 3/08/19 ■QAI.m 1/4'=1'-0" rll;mmT D3 PR6CR" ED CONTROL. JIOM PLAW14 OF CONTROL JOWO id M WIPW TIED TO LAIN a S' = MAX (VERT.A NOTE, DO NOT FASTEN CONTItlL JOIN TO WALL EVEN F STUD EXISTS BEYOND DgCEPr STAPLES SV SC'COon EUND ROL JJONT TET C #. DURING INSTALLATION —� PAbTMM TO BE SPACED • I'Dr— MAX VERTICALLY — \ \ PLC S COAT CEMENT \ 00 LATER 4. POR MMM EWLDNS PAPER APPROVED METAL LATN PASTEED n' rVERTJ Or— MAX AT SUPPORTS UM LAYER at 671,11000 WRAP WOOD SWEAT~ Y to Y ZZ LATH SMALL NOT O1F W M CONTIAIOUN •' 10 a• •• ro •• TH ROIIGFI CONTROL MK JOINTS Bur SMALL DE STOPPED AND TBD AT EACH SIDE PER ASTM CWb3 PROVIDE IT T)e)AI FLA2X4T MAXELO6' PLACED PLAT MAX b' TO e' \ RRd'7 CONTROL JOINT IUEN CONTROL JOST FALLS ON Nam \ 1. PASTEEM FOR LATH TO M NAILS OR i / STR)CTURAL eT1,0 srArtEa N CLTFLI.4INCE Wv AbTn clan r 2. WNM TES TO S E MO. W DO4T6• WRE 3. BLOCKING SWOM MAY M N ADDITIT \ To...... STtm REdNIRED PER PLAI.1 OLKAD NWIO •MLA ®F� Oul Pao ►uo . MLA 7. OIltle • Pr. D • CANAIR • IR.O Ot POUR 11111111001110 • Pr. A x alF.w.M.e orLo • ® t FOLD N11M0 • M. A xgt�,IRt•M.s COMAN Pt. 4 ►"M.0 MR M. e nl M.O Tl71DeA SOTTOM M.MtlR 0 PLANNI InOO. r CEMENT Lit Ar d COAT NGL4 APPROVED IlUILDNG WRAP $HALL DE LAPPED A MNIHM OF b• a %4WICA1 LAM (ROLL SIDS) 4 V • HORIZONTAL LAPS, ALL SEAhE NEED TO BE TAPED WITN FOR1ti 81Ei,TINNG TAPE �/ pc X X X—� I LATH VERTICAL LAP TO DE 1' JC Jt�7—� y METAL LATH WPM LAYER % $TVCO 3ARIARs OAlB LAYER s2, PORTRWR / \ \ M PAPER / I PER LAP Q KICKOUT DETAIL hKm SIDE LAPS OF METAL PLASTER BASES SHALL DE SlGUIpED TO PRMING MEMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS WITH Oi4TS-IN. (LM-MM) WIRE AT INTERVALS NOT MOM THAN S' (22%-AMA AS PER ASTM CIM3 TAL FOR REPAIR OF 75APO N UM LAYERS. TEARS MAY M PATCHED 111i WRAP TAPE PER MANIP. SPEC. OR MRL N STICK YAM LAYER 17. PORTFMMM u) t BUILDING PAFlRfIRAM COLT)RRe LAYER b - ewco tutAPIRUF: oli» LP UTSIR/ Q IISRL.D•16'R, aVDe NULw FLMtlS, NOP I (RAM OR cm ROOF I er INLL IdAeHIa3 9[ `• IUnFLAei•D ns I e.TAWAIL, �. � \ \yyy����AA PUT �y / MRR 09 1gran)w OR III;OSR IT NI e1M0LR IRLIOI.tl N3LY.L IgtxfOlR AT PROM p b0! 1 IWIDrKIIOIb n1I.D 160Y mxn OAR. UAW 17pYNCALLY FY1N 1. OG 11AtC 4' PAW" NOWNOWFAS"N WOOD "ATI BULDI PAPlF er= 4'x4' SELF-ADIERNG MEMBRANE K ASINNG (COMPATIBLE WV NOM WRAP MATERIAU OVER APPROVED MOUE! WRAP. I. OR LESS PIPE PENETRATION Cur AND OVERLAP ATE SIDE OF / SELF-ADMRM MEMBRANE —� FLASNM6 STEP 01 C 3 COAT CEMENT RI LATM WO LATER ti STUCCO WRAP INSTALL PASTENERS (CLIPS. WOOD SHEATHING STRAPS. STAPLES) AS — PW5WIP D TO === PPG WINE TO RRAMNG WOOD SHEATHING OR CMU WRIS LAYER el, STUCCO WRAP (FRAME ONLY) d' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER 4('OF FT] 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. Jr. bk►' SEJ-AD1 MRM FB'ERAM R.AGNIM (COMPATIBLE Wy NO" WRAP MATERIAL) OVER 4W SELF-ADNERING MEMBRANE A-ASNNIS OVER APPROVED IIOIEE _X FLIMIMG TO EXTEND 01IT0 FMPE IIIM LAYER R. FORTPIDM SULD04 PAPER METAL LATH Skb' SELF-ADIERNG t'b R.ASINNG OVER 4k4' SELP-ADWMNM MEMBRANE R.MHNM OVER APPROVED 4'A4' SELF-ADWERING MEMBRANE FLASHNG OVER .APPROVED HOUSE WRAP. lLAEIRi9 TO lXts.D oNm MAE W CCNT. BEAD OF SEALANT INSTALL APPROVED WCLSM NAP AIR PPILTRATICN BARKER OVER MEATNN3 ■LMTOM NG COATING OVER STUCCO/ QV. PNRH (SEE TYP WALL SECTION) SECTION PER SECTION 2 .T B4Nbr11RIYD eM e1R111dID Exterior use of poilland amem plaster shall amply wfh the eppliation regUmm ,ft of ASTM C 926-12A ImtellaRon of exterior lathing and framing shell comply wdh ASTM C 1963-12A TAIL ( 1 _W II DRAINAGE PLANE (WR5 LAYER 1*1, STUCCO UJRAP) OP WRB LAVER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING ------ NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-84i-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-77443078 FAX: 407-774.4078 www.abdeoWngroup.com AA e: 0003325 b 7C efile, 1p [PADJWT# trmv sat 1402" SILVERADO LOT #62 BLK. #6 04128.002-62061 U*Dzu 4EBB "1828-CALI" GARAGN 87RNG: RIGHT PAC]& WALL ASSEMBLY DETAILS 150 MPH EXP. B rpnDm 11� DA3/OB/19 ISCAIM 1/4"=1'-0" slirm" WA1 BACKER ROD BACKER ROD WRB LAYER 1, STUG40 WRAP INSTALL 6' SELF-ADHERMG MEMBRANE FL46HMG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NCN-MOVABLE FRAME OF THE EXHAUST. VENT CAP 16 TO BE SET M BED OF SEALANT AT TOP AND ODES ONLY. SEALANT 16 TO 15E TOOLED 60 AS, TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTEROCCTION6 APPLY SEALANT AT PERIMETER OF NCN-MOVABLE FRAME AND 6TUCCO ONLALL SIDES, Yi CAULKING 0 JOINT PER SECTION RM.7 ESdEbrkdft andd Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 92612A. Installation of exterior lathing and framing shall comply with ASTM C 1053-12A. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH UM LAYER Q, FOIRTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R1031.I / ASTM C-64-1-0S, MIN. 2B LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES 6B DRYER VENT VENT (BLOCK) BUILDING PAPEF OVER 'QUICK FLASH' PIPE THROUCsH WALL 6' SELF ADHE$h FLASHMG (META PER MANUF. 6105 BUILDING PAPEF UNDER 'QUICK K A VENT PENETRATION SCALE, N.T.B. MI�G/.� IV IiGt,iGIVG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BAGK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 41, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP 141_�EL£C. METER FIELD BELOW VERIFY LOCATION GUT SUCH TWA No MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FA EDGE AND ONE lU LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 'O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 6® MI GRADE 'D. PO FELT-RM SEALANT AT JOINTS, AND INTERSECTIC WOW SHEATHING WARS LAYER 9. STUCCO WRAP WRB LAYER Q, FORTIFIBER BUILOMG PAPER METAL LATH FASTEN TO WOOD 6TPUCrURAL MEMBER • V OZ. MAX 6' WIDE STRIP 6ELF ADFE6NE FLASHING. CLEAN MA60NW BEFORE APPLYMi V FN10M a MA50NW ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) UIRB LAYER'I, STUCCO WRAP GUT 'X' INTO SELF-ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UIRB LAYER STEP 1*1 STEP 1*2 WRB LAYER'I, T WRAP STUCCO P APPLY 60 MN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ® SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP *4 ..F. _7•1 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP '5 STEP *1(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN B.W. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407.774-4078 www.abdeslgngroup.com AA M: 0003325 y 8 D a ��Sse IP ounDiv. ae LOT:SILVERADO LOT #62 BLK. #6 1OJMT* 04128.002-62061 �D 4EBB "1828-CALI" GARAOD jW5j is RIGHT 1 PAOak WALL ASSEMBLY DETAILS 150 MPH EXP. B R 3/00/19 1/4"=1'—O"AS LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - 1, 2 1/2" k CORNER BEAD (FASTENER 4 SPACIW-% A 'I' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1TL � p�CORNER BEAD 05) BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.774 4078 www.abdeskgngroup.com AA M: 0003325 O TBB� y ✓� Ilumly. Ia MOTs SILVERADO LOT #62 BLK. #6 Pnoj=T# 4128.0 2-62 6 MOD=- 4EBB "1828-CALI" OARA►OM awuNo: RIGHT PAGM: WALL ASSEMBLY DETAILS 150 MPH EXP. I 17 DA 3/08/19 8CA%M 1/4'=1'-0" vm1mZ P WA3 LEGEND DRAINAGE PLANE (UIRB LAYER h, STUCCO WRAP) WRB LAYER 022 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING: DC:LP-AVM=*l VC WOW CRJ rCTION WOOD slATiIR S AER �elBrlvC UUAIATtlM MV467NV —� !(F- X"113_ _e solo— PLAGWM 6TARrER 6rRlr� GALVD PETAL T R.AsdMS wolo, 6 �+"''I�;ICR �tVZATHM WATHIIVE DANIOER M01 TIVE UGflIR Rla8TIV8 mAMI6R R "'W&ELP-ARM-AGWM H8 •P LVV MET PLAS14NOAL winiam an / ui00D`A Tpm MO•e R SEAL OR AAAWIJOYRO 6EAl ANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeskgngroup.com AA A: 0003325 �°a N C a 8 8 4 jj F gum" ERADO #62 K. #6 T* 04128. -6206 woai�ss 4EBB "1628-CALM" oARAGM anim : RIGHT PAGM WALL ASSEMBLY DETAILS %150 MPH EXP. B r3/0/19=10M 1/4- •A4 ---- \ - 2x6 SUB-BANb 117 W/I'x4' NOTCH e --` — END, WRAPPED IN PEEL 4 STICK I" DRIP EDGE G\ I\ 1/8" l/8' TEXTURED I \ FINISH s WOOD I \\ 1 1/8 In' TEXTURED � \\ FINISH ® CMU ! \ METAL FASCIA \\ WRAP Ys' FROM STUCCO, I' FROM \\ �--•-------------- - ... - WOOD WALL \ \ EXTERIOR WALL \\ (FRAME OR CMU) \ �.\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY �' ®ELEVATION 1/8' TEXTURED FNISH • WOOD, 1/2' TEXTURED FN16H • CMU x ... METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x f opt CHU x x x x x x l WRB LAYER 01, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — UIRB LAYER 7, FORTIFIBER x x x x x x x x x x x x - -- BUILDING PAPER (FRAME ONLr) x x x x x x x x x x x x x FRAME OR CMU 2X6 5UD DAND CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x (REFERENCE POINT * I f-VI V G FLAN O x x x " x ONLY, FOR WALL OFF x T COMPONENTS) SE OF COMPONE S —ROOF KICK OUT REMOVED \ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) - '7/8' TEXTURED FINISH o !WOOD, 1/2' TEXTURED / FINISH * CMU _2x6 SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND LUM'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL x x x x x x x x x x x. x x x x x x x x x x _ x x x x x x x x x x x x x x x x x x x�x x x x x - ..... .... - `�K SUB BAND DETAIL ® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND WAU 'x4' NOTCH E END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BWD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesWVoupcom AA #: 0003325 L a Isuznr tr LOTs SILVERADO LOT #62 BLK. #6 rnoijas* 04128.002-62061 MOOR c 4EBB "1828—CALL" QA3tAGZ awn4ck RIGHT PAC& WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B No E D Ta 3/08/19 oCAM 1/4-=l'-0" si m WA6 39'-W 28'-W '-4" 9'-8" 9'•8" 15'-10" 3'1" —FM-12X12 7M-12X1a— — — — — — IN ,. I� 5 4" CONC. I SLAB ILL r I D Ow N A' L-2024 ILL *3 12 1,•0• l 101-0" 10 ( - , 1. 1 r 1 FM-12X18 EXTEND 7. 1.i ( I SLAB 1 12" I I� I .I 1L :r i I SLAB " is I I I I I I� I' I ILL I I I I. I 4 PVC 1 b (CHASE I I ry I ,I f'2'•8" 4-5 12 IT-V I I QI O LL 1-EXTEND ' SLAB 1 12 2 (4 CONC) m FM-12X18 ( sue a u�l H f- 3 12 y o'I LL I 3,-4" I U b 2 7 12 1.1 L mill 11111.1 1.1 FM-12X18 _ J FMC-12X18 FM-12X18 FMC-12X1a ( EH a 4 .1 101-7 T-10" 2'-a" 181-0" 2'-8" 14'-W 4'4" 21'4" 39'-0" FOUNDATION PLAN SCALE: 1l4" " V-0" MR 4" CONC. SLAB 5�T.l$of FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED. OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. B. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" 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 MW WDODOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. GNDICATED #5 BAR, BNDICATES #B BAR, EDICATES #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= 3W, #8 =361, 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 2,0D0PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE VATH A.C.I. 530.131ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.131ASCE 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 T-0" OIC MAX. SEE PLAN FOR WVVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB I THICKNESS REINF, REMARKS Sx5 W1.4xW1.4 OVER GENERAL 3 12' 9 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION MATH LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. R LONG TE-1 S" SEE PLAN la, - s FM-12x12 12' CONTINUOUS 12, (2) #5's FW12x18 1 ' CONTINUOUS 1S" 2 #6's FM-16x18 IT CONTINUOUS IS' - (2)#'s FMC-12x18 12' CONTINUOUS 181, - ) 's VARIES F-24x24 24" 24" i s s _ 0"A" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdoeigngmup.com L AA #: 0003325 , Y 8 8 C �8lei svzm:v. at LA21 SILVERADO LOT #62 BLK. #6 [Pnoj=T# 04128.002-62061 MODMA 4EBB "1828-CALL" GARAGN swndGa RIGHT PAGIM FOUNDATION PLAN %150 MPH EXP. B DP � 3/08/19 BICALM 1/4"=1'-0" si 30" MIN. EACH WAY e MONOLITHIC FOOTING • ro 9z STEEL REINFORCING IN GROUTED gI STEEL REINFORCING IN GROUTED •• a d a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS d a } CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ; .� 1 ' , • •,' P•" Lu t U W 1a. �rT-.(..�•,_..._ -,..._ ' I• W GARAGE DOOR RECESS mLu }� a � Q a FM J a N - Z 8" CMU WALL O N 8" CMU WALL I> �� CORNER BARS, SAME SIZE AS BAR uJ LU B" O iv - Z IN FOUNDATION WITH 3a'LEG EACH LuJ u WAY AT ALL CHANGES IN DIRECTIONS n N TOP OF SLAB n TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS ' • MATCH AMOUNT OF CONTINUOUS BARS .�•I • `Irl: ?Ic- CURB FOR • EXT. PORCH SLAB n SEE BLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) .�^ SEE SLAB SCHEDULE TOP OF GARAGE r, .ILL •' o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE '. `Lv 7;p, MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION 8" CHAMFER (2-STORY) #3 18" EXT. PORCH SLAB -4" CHAMFER (I -STORY) JOINT (WHERE 0 • • • #4 24 W/ 1/2" ISOIATION , 8" CHAMFER APPLICABLE) i SEE SCHEDULE #5 3a JOINT (WHERE .. •"'�--'� EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WXD, BAR SIZE 3a' APPLICABLE) Z 4_ FOR VVXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARB PROVIDE THE LEAST LE AND BAR QUANTITY g AND BAR QUANTITY NUMBER OF BARS (is. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 GARAGE SCALE:3/4"=1'-0" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-(Y' SCALE: 3/4"=1'-0` I $ NEW REINF. BAR a SECURED W/2-PART 2" CAPPED a g EPDXY. MIN. EMBED GALVANIZED PIPE < 8", LINO W/FLANGE ®BASE 4 p FOLLOW ALL MANF. N SPECIFICATIONS FOR 4 x InUSE AND PREPARATION OF HOLE SECURE FLANGE TO Z W SLAB W114) 1/4" X 2 1/4" TAPCONS 19� 4" CHAMFER (,STORY) 8" CHAMFER (2-STORY) ADDING BAR TO LA MONOLITHIC FOUNDATION (Dj2LRD � SCALE:3/4"=1'-a' SCALE:3/4"=1'-a STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z oa U a U) a0 N 8" CMU WALL TOP OF SLAB 'I SEE SLAB SCHEDULE z g "ISOLATED" COLUMN PAD 6CENTERED UNDER WALL AND .T.-� POURED MONOLITHICALLY WITH „ FOUNDATION AND SLAB SEE SCHEDULE .tT FOR WXD, BAR SIZE AND BAR QUANTITY n COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-7744078 W W W.abde*Wngroup.com L AA 0: 0003325 ti � ip fY xxnmly ae WTt SILVERADO LOT #62 BLK" #6 FMOJMT# 041 8. 2-6 06 HODzu 4EBB "1828-CAL ' GAVAOR BWUM : RIGHT PAOlM DETAILS 150 MPH EXP. B DOWEL PLAN SCALE: 1l4" - 1'-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abdaslgngroup.wm L AA N: 0003325 , 47 mul'mliv. as ME SILVERADO LOT #62 BLK. #6 Paoi=Tfp 04128.002-62061 icons:. 4EBB "1828—CALI" 0AN-t0s 8WUM RIGHT PAGIM DOWEL PLAN 150 MPH EXP. B A ABOUCHACRA DATM 3/08/19 BCA%a : 1/4"=l'-O" amass s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ tff HOOK GROUTED BOND SEAM VARIES PER ELEV. Z ° N • I 4e • #5 BARS m� B" p CLEAN OUT REQUIRED 1 -0 FOR INSPECTION i m O 0'-T FIN. FLR. '*°• TIE ERREBAR • TO HORIZONTAL .' � b AL RESAR W/ V' HOOT( •— �a— BAR SIZE 48 BAR DIA Zcr #3 1 S' W S CMU UNIT DIMENSIONS !Zl � ARE NOMINAL SIZES M #5 3" #7 42' HORIZONTAL/VERTICAL O MASONRY SYMBOLS 3 SCALE: 3/a"=1'-0' REINFORCING scALE: a'a -1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoslgngroup.mm AA 0: 0003325 . C V O 6 —LL i auiwiv. at LOTs SILVERADO LOT #62 BLK. #6 Plto"KIT* 4 2 , 2-6 061 moDalu 4EBB "1828-CALI" GARAG= BWDMt RIGHT PAGM DETAILS 150 MPH EXP. B DAM 3/08/19 aCAM 1/4-=1'-0" sr:�ar S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (9) 1 Od x 110 HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1 Q" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/T' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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 POS38, .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. BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (�) WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B 1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS e6 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 111�N IFfaa W40 IPJr4{ ft1L1a 1►Y4a QAtl LENGTH SIX rr On PRECAST 2281 4'r M PRECAST 100E 4'4r (541 PRECAST Im rr (841 PRECAST 1217 r-10' (7D1 PRECAST "a C4' (IM PRECAST ON Tr (001 PRECAST 743 r-C (112") PRECAST 664 trr (I1 PRECAST 475 ll'-C (13r) PRECAST ari +rr (1441 PRECAST SST tr-C (1W) PRECAST 2P6 114'r (1106") PRECAST 279 14'4r (1787 PREEtR9IM HR. 1r4' (1641 PR66 MMW HR. trf MITI parrmamaIII NA 1r-C Mn PRESTIiASB® NA 21'r Wn PREP Nit 27r (9541 PRESTRESlD Nit 24%V (288') PRErEdSS00I Om�0�0� v�ovo�� O�E�DDOm m�00000, oomvoovl �®�0000 o®0000v IO®OD��GZ"! 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"ALL VALUES TM�4 FROM'BAFE LOADTAKES' SY CASTC►ETE M%Y 201E ®IPIOH •ALL PRECAST PRODUCTS ARE TO IS SPBTALLED P®t MANUFACTURES SPECriCllTld46 SAFE LATERAL LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-UNTELS SAFE LOAD � SAFE LOAD - POUNDS PER LINEAR FOOT PLF TYPE rr ra I RCMU TYPE I 41MT I ■174T I 1F144T NEW I WN"T I WnO rr On PRECAST 101E teu 165E rr on PRECAST 4'r On PRECAST TIN m I= 4'4r M61 PRECAST Vr (N-) PRECAST 602 601 107E #4F 041 PRECAST r-C (941 PRECAST 411 411 746 F-C (e41 PRECAST V41r M PRECAST 340 SS0 616 w4r (m PRECAST rd (M) PRECAST ON 721 400 rr ITe1 PRECAST r4' (001 PRECAST 424 664 3m rr pn PRECAST " (1121 PRECAST S26 612 280 rr (1121 PRECAST W-f (1251 PRECAST 264 401 100 trr (I281 PRECAST 11v (13e1 PRECAST 2eD 462 164 live (an PRECAST 1Irr (144') PRECAST 344 402 18T 180" (1"') PRECAST trr (18rj PRECAST 217 324 110 1" (te01 PRECAST 14'r (16S') PRECAST 205 203 100 114W (165/ PRECAST 1Ir (1761 PROnOW NA 264 61 14W (IM P03MMO I" (1841 PRBS111FSSID NR 20 83 1" (1"1 PIIFBi ow 1rr On PRE NR t64 64 1" wn PRE IV-C Mn PRESTRESSED N.R. 14e 62 1rr (232') PRtE1tmoO 21'i Mn PRETTINESS) N.R. 1211 42 21'r (26r) PRISTREmm 2rr MC) PRR3MBRIE) NA 110 'm rrr (2e41 PRET11nm 2110' On PRE NR. 1 01 3S 24'r M P (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR PRECASTPROU MSYOMMTOMMTORS=VALUESSTAIMA PROVOE MNS8IM4.OF SEARSp PAST WHOM OFNREOW OPENMO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE #: 18.0126.03 ------------------------------------------- 1 ♦ 8F16-1T/OMNB F -1EIS-IT/ObM 1 1 1 %% � 1 1 � �% I 1 1� ,�� I 1 UNO, PROVIDE BBt WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8". LINO. I-- — — — — - I I ° L — — — — — J 8RF14- LIFT BEAM PLAN SCALE: 1/4" - I' 0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i, 1 1 ,1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1441 N. R014ALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774-4078 www.abdosWngroup.com AA #: 0003325 h : a O g FBLK. D as LOTS VERADO OT #62 #6 DCT# 04 .0 2- 2 6 MODEMe 4EBB "1828—CALI" OAnAGZ ffW5i5T RIGHT PAGM LIFT BEAM PLAN AND NOTES %150 MPH EXP. B DATAh 3/08/19 aCALM: 1/4"=1'-0" s�s>QI>aT s2 #5 CORNER BAR W! 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ ICY'HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3!4"=1'A" NOTES TO THE INSPECTOR/CONTRACTOR TYP. Sk8" 1i15 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM19 2. IF BOTTOM STEEL IS REQUIRED PLACE#5 BAR IN LINTEL. 1* �(V 3. PLACE MASONRY UNITS AS REQUIRED 70 ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 BAR CONTINUOUS AROUND AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST 1 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16' (p QP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH ALINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IS" DEEP. 8 $06 DEL. BOND P OF BOND SEAM a Bx8 BOND BEAM aF BEAM W1 EACH COURSE l0Fp0_PE_NlNG �OQ Y W/(1)05 BAR .y�; BONOBEAM F =FILLED W/GROUT .��0 U =UNFILLED GROUT SOLID FROM NOMINAL LINTEL TO TOP OF BOND WIDTH BEAM C0 IN RSE BOND BEAM BEAM COURSE SEE NOTE 5 o �16-1 T/ 1 Bx8 PRE -CAST CONCRETE LINTEL W!(i) #6 BAR (L2) MASONRY P ��Y NOMINAL LENGTH OF BAR =WIDTH OF 0 Q HEIGHT OPENING-2, #OF#BEAMP BEAM DESIGNATION BOND BEAM COURSE OR n IT IS THIS ENGINEER'S INTENT # OF i5'S, BOTTOM 8x8 PRE -CAST CONCRETE G SCALE: THAT XFXX - 1 Tli M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, PLAN F/O STEEL(Ll)R FER AND XFXX - 1 Tl0M/0B INDICATES A SINGLE BOND BEAM TO OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") W FROM EACH END AND 18" O.C. MAX. MIN 1-l/4" EMBEDMENT 2.6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST 'a 1K" OR DRIVE PIN (MIN SHANK WINDOW SIZE, 145 MIN HEAD SIZE .3W SILL g MIN EMBEDMENT 1114")S' SLOPE FROM EACH END AND 18" O.G. MAX. MIN 1-1/4" m EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN, 2.12d PER BILK. EA END EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW MU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-01' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosW*mup.eom L AA M: 0003325 � F a wp C avmiv. ae M7, SILVERADO LOT #62 BLK. #6 raor=T# 04128,002-62061 MOD=- 4EBB "1828-CALL" 0ARAoa mwnrc1 RIGHT PACZ. DETAILS 150 MPH EXP. B mmoll DATM3/08/19 mCALM 1/4"=1'-0" mH»r S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: LISP HTA16 W/ (0) 10d x 1 VT HOG NAILS. SMALL JACKS < 9' MAY BE NAILED WI (10)d x 1 10 HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 10d x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, 8. 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 REVIEWAND 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 PIIS38, .177" ° x 2 7/8" LONG, WITH WASHER Q 18" 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. TRIMS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO SM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. CJ1 I L CJI II A CA= n II a IS I II iiii i p C,1S7 A r1A I1A CA e = CJS 3.1 � , . z= z z zzz� a z zze z zzze z zzz:a z zzzz= z zzs z zzzz= z z� z zs� s zzzm z= z zz� tiA �g Pfw��7w ROOF zzsz:: z� z zzz:= z = z zzzs z zzzz= z � z TRimm e240.C. MAX z s s z� z� z� a zzzo z zzze z� z z z zzza z zzzzz: z zzzzz: z zzzze z� s < ...... ...... _.,. ....... ...... --4 I ATTIC I ° ` ACCESS z zzs z zzze z zzze z zm m zzzo z= z zzze z zzzo z zzze z z--a—L z= z� z z zzzzz z zzz= z zzzz� : zs= z = - - z � z zzze z zzz� z zzze = zzsa z zz== z s� tA �j�7i GIT 1A C1 I - - ` - --xx —r _ = = 9 - 1 Oj 7 8 I 7 8 1 FRAMING PLAN SCALE: 1/4" = V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeaigngroup.00m L AA M: 0003325 , b Z j S avaaiv as MOR SILVERADO LOT #62 BLK- #6 P1toj=T111 04128.002-62061 >rtoaaL: 4EBB "1828-CAI I" oARAoa NITIDK : RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B DAM 3/08/19 aCALM 1/4"=1'-0" am:mr S3 SEE # 1175 UPLIFT USP "ROOFIPLYWOOD LJFLOOING, HTWM20 W/1010d TO SHEATWALUFLOOR SHEATHING TRUSS AND (4) 1/4" z 21/4" FASTENER SCHEDULE' TAPCONS TO CONT POURED LINTEL A-(,)USP HTA16 TRUSS ANCHOR WITH (9) 10d x , 12" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP B-(2) USP HTA18 TRUSS ANCHOR WTH (9) HTWM20 INSTALLED ON PRE•ENG TRUSS 10d x 1 1/2" TO TRUSS EA STRAP. FL#17880 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL WH010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 114" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM TO 2z WOODFASCIAIA POURED SE SEE ARCHITECTURAL 2x SECURED WI (3)18d GALV. COMMON NAILS. ENGINEERED WOOD ix2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17 O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) TAP CONS MIN. 2' B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) COVER 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR S(1 b �j GIRDER CONNECTOR(S) (2) 2X4 N0.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d a 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) W BRACE SEAMS) 30.-1" TO 80'-0 (3) "X' BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE (M CENTER TO BLK W/ 117' DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2. WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32'OC MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W 12Bs 8' STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT. 2x4 SECUREDW/ (2) 10d's C EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ( PRE-ENG'D TRUSS BCALE:34'=r-a' NOTCH DEPTH 1/4'D O HOLEDE TER DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE < 211 vroBGL.STUD USED SO LONG AS THEY CONFORM TO THE OUTER FOLLOWING SPAN ONLY OLE EDGE>SB" 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 (F7 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 USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, BTM. OLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 315-0 DBL. STUD SUBJECT TO F7 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS o SCALE: 1 1/2'=1'-0' ALTERNATE MATERIALS S SCALE: 3/4"=1'-0' I i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosWngroup.com L AA #: 0003325 A c u'iW ses� aysniv ar IAT: SILVERADO LOT #62 BLK. #6 Fnmoj=T* 041 .002-62061 MODZ e 4EBB "1828-CALI" RIGHT PAOM: DETAILS 150 MPH EXP. B 1111111 III 111 VTT SPACING (1) AT EACH END 2x4 BLOCKING BETWEEN TRUSSES VTT AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENTAT BRACE W/ (3) 12d ® EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) - 0'-0" TO 30'4" (1) "X" BRACE � tilllll 1 111111111 30'-1" TO 60'-0 (3)'X" BRACE �Iljljlj (1) "X" BRACE 0 CENTER PRE-ENG GABLE TRUSS till (2)"X" BRACE DIVIDED EQUALLY FROM CENTER TO STIFFSACK AT ALL 2x SUB43ANO \ END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) Ilel \ I OI PLYWOOD SHEATHING, SEE II U "ROOFANALL/FLOOR \ IL SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES ® 24" 0/C, tx2 SECURED WY 10d SUBMIT SHOP DRAWINGS COMMON NAILS GALViZ. FORREVIEWCONT. 2X4SECURED or, 12' O/C /(2)12AT AND APPROVAL SECURED W/ (2)12d's 0 PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG-D TRUSS 2 SCALE: N.T.B. 1 W/ HIP RETURN 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesWigroup.com AA M: 0003325 b Y a O BS V U s Its g evsn:v ae IAT: SILVERADO LOT #62 BLK. #6 [I-xo"wT# 04128.002-62061 UO3DRU 4EBB "1828-CALI" GARAGE NVIUM: RIGHT PAGRI DETAILS 150 MPH EXP. B r3/OB/19ALM 1/4"=1'-0" s3.1c �i N x A ROOF WIND DESIGN PRESSURES N ( OSS) ASCE 7-10 ZONE 1 8.97 PSF (19.97) ZONE 2 =17A PSF (27.96) ZONES = 33.53 PSF(43.53) "A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHR04M FOR ASPHALT SHINGLE ROOF, USE MIN 7/18' O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 0" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS D 4" O.C. EDGEWISE 20BLOCKING ALL PANEL JOINTS WN IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STIR. SHANK 8d RING SHANK 21/2' 0, 120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 12" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PERASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1639 EXTERIOR SH ATNtNG USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES i< ........... Z I—) TOP CORD BLOCKING AT N O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS --� ROOF SHEATHING —� mmm -_—_u 11 ummmmLl 11 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAhtlIKK;f 8d RING SHANK GUN NAILS 6" O.C. IN FIELD'\ Sd RING SHANK GUN NAILS a 12' O.C. IN FIELD or Bd x 2 12' SCREW SHWA PNEUMATIC SCREW -NAILS @ 12-0.C.JLJ FIELD J\ GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT ARCHITECTURAL DRAWNGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, ft EDITION AG 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT NMERE A DIFFERENT DETAIL IS SHOVIN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE DOWN8. 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 Mr. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORMATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CIUMFHED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL S1ABSON43ROUDWIETE INDICATED ON CRIPPLERS,SILLS,ETC., STALL BE SOUTHERN PINE N0.20R BETTER.Fb=1100 PSI ANDA MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR DONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED B INCHES AND SFALEDNTH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 POP OF A BORATE PRESERVATIVE TREATMENT: OISODIUM FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBERTHAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN %'OF HEARTWOOD. EXCLUSIONS FROM THESE PLAN$: MIMMUM NAILING PER FBCR 2017, BIh 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 STRUCTURALDEPENDIN G PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE AG TYPICAL DETAILS. MIMMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-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 A815 GRADE 80 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND DESIGN LOADS, SPEDFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 SUBJECT TO ENGINEERS REVIEW. 1>M TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36' 20 psf TOP CHORD + on nwmnt #5 BAR - 30" #7 BAR - 42" 10 psf STM CHORD + on<onwrr#nt PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS FOR ADDITIONAL INFORMATION. DEAD LOAD DEAD LOAD 15 pat TOP CHORD 20 paf TOP CHORD (7 DO d ASP HALT SHINGLES) (10 pst W No GYPORETE) 10 DO STM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 80 psf STAIRS LIVE LOAD 40 Psf WIND DEAD LOAD SPEED =10 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY IU SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCH TECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTEDAND RETESTED AT THE CONTRACTORS 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" STRUCTURALTSMACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PROR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C4 4OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS WELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER FEW SHILL BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY DFOSEDTO EARTH (FOUNDATION % S. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER TAW FOR 05 AND SMALLER 2 FOR #B AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS. WALLS AND JOISTS 1-1r2' FOR BEND AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED WOODTRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDNG TO MANUFACTURERS I NSTRUc'nONS. MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES ANDARCUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (AO 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 DAYS, LNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG, PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 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 ANDIOR 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, Fir = 36 MI FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B, Fy= 46 MI STRUCTURAL PIPE SHALL BE ASTM53, GRADE 8, TYPE E OR S, Fy = 35 Mi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SWOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325•N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPL r- 812E I — BPAONG REMNiNB PWLIGTION I SIRE TYPE ePAONG RE-- 14PT—INGTO C/SEIMRDENED—L S8—TO ...EDOOR aI.G( BEE DETNL BEE DETNL eEE DE— BEE DETNL MABONR//GONG NNL I12'LDNG A14901AiYl�NC SGD.EXT. DOORS CAGE HARD@Im COL 9.00 WWDOwDOOR/FABfENm GMAOE DOOR BURNT tx T. SE-6 NNLII LONG. ar .E. INTO MAmIDYIWNC. rO 1MBJMY/LONG. BEE DETNL SEE DETNL SEE DETNL 9EEDET WINDOW Mxyc CASE IaISEN®caL a•G.c wwww000w_EN. METAL ameFro CONTACT THIS ENGINEER FOR SPACING PT, SEENOTEe NNL 11?LOTUS. 3rAGOEIim -oMAexRYPCGNL. MNsw+mlcoNc. REQUIREMENTS EM. BWINO DOOR BUCK 2x PT. SEENDlEB (2j 3nBOA NO WARIER 'TAFCON FABTlER IB°QC 11. EMBED,WEND D18T.,I I. EIXfr OBI. NONBFARING V•COD WN.L ttl CCNG BIAS I/Y` EXPMIBGN 4•EMBED.-END W/WA6HER BOLT ]4 dC DIeT., 3• EDGE- NEL 4- END DIST.I i? PT TO 6TEELNL6ff W ..1 WAaHER eT GGERm EDGE CLBr. NOTM A LES SHALL NOT BE USED FOR ANY STRUCTURALAPPUCATDNS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOAOR THE SPACING DETAILEDABOVE 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. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REASON BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesQ"roup.com AA 8: 0003325 hp 4 ! �j qe Ssp e �o i aysaiv ee xJo� SILVERADO LOT #62 BLK" #6 pnoj=TRY 04128.002-62061 1[ODSI4t 4EBB "1828-CALI" GA1tAGs 8WING: RIGHT PAGM DETAILS 150 MPH EXP. B mmi DATM 3/OB/19 scAx.m 1/4"=f-0" S N1 TYP. 3/4" TSG SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS 3� �