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Home My WebLink About7073 Silverado Ranch Blvd5-4EHB-HAYDEN99 99 260 Aleya-4 ��" � ��4" VVf�r6•� 1 ALL CODES FLORID TRIC CODa�9 NATIONAL ELcC AN p THE CIT OF �,EPHYRHILL$ opolsANCEE 5 2 19 .. OES M Imow- r� y •~V1l 6 12602 TELECOM C>RIVE, TAMPA, FL" 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . FBC RESIDENTIAL BTH EDITION (2017) A/C A RO CONDITIONING MI .. MINIMUM TURER DATE DESCRB'1lON 06RB/IT 2-STOR'Y a U CONVERSION ARCHITECTURAL SHEET DESCRIPTION FIRE PREVENTION CODE 6TH EDITION ADI. ADJUSTABLE M.T. MEFALIFIRF_SHOID D.R. HORTON HOMES :FLORIDA NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION •ALL LOCAL AND STATE CODES ALT. AMP. BD. CL ALTERNATE MID. AMPERAGE MTL BOARD N.T.S. CENTER LINE O.C. MOUNTED METAL NOT TO SCALE ON CENTER 01A5A0 BID SET ISSUED PG Cl-COVER SHEET PG GN—GENERAL NOTES 02/13A8 ADDED ELEV. V 4 W WITH SIDW3 PER MARK BOWES 02/30AB BID SET RE'ISSUED 12602 TELECOM DRIVE - RINDENT[AL GROUP R3 CAB. CLG. CABINET PL CEILING P.B. PROPERTY LNE PUSHBUTTON PG Al -FIRST FLOOR PLAN 04AW FOOTMG REVISIONS PER M. BOIIIES TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :OCCUPANCY •coxSIRUCTIox TYPE - VB •MIN. 2?MOR FINM - CLASS B -BASIC WIND SPEED - VuIt=I50 MPH V6sd=lift MPH •EXPOSURE - B •I 1-STORY RESIDENCE - •2-STORY RESIDENCE - MAR HEIGHT AS PER LOCAL AND STATE CODES Cm CON CPT. C.T D. DBL D.G. DIM. DM. DISP. DP. DR D.S. DTL. CLEAR PH CONCRETE PLr. CARPET PLYWD. CERAMIC LE PR_ DRYER P.T. DOUBLE R. DUAL GLAZED BAD. DIAMETER R.A.G. DIMENSION REF. DISPOSAL RM. DEEP R.O. DOOR S.C. DOWNSPOUT S.D. DETAIL S.H. PHONE PLATE PLYWOOD PAR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG Aid —FRONT & REAR ELEVATIONS "J" PG A4J-LEFT &RIGHT ELEVATIONS "J" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLANS PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN 06ADM I -JOISTS INCORPORATED MTO MASTER PLAN 061261121 CONSTRUCTION DOQI"BdTS RE -ISSUED OBAVIB ADDED VALLEY FRAMMG DETAIL, UPDATED BOLLARD DETAIL 0I/I6A5 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SL2A 02R6A9 PLAN MAINTENANCE • STATE OF FLORIDA ftM REVISED LWtEL SIZE AT PROW ENTRY DOOR >'(7 SQ.j' CAW. S ogws UPDATED LEDGER BOLT SIZE 4 SPACMG PROFESSIONAL ARCHITECT: 1. D.W. EA. DISHWASHER SLIT. EACH SHTHG. SHEET SHEATTBNG PG DI—DETAIIS IST FIR LIVFY 1,04 Sa FT_ 2ND rUt LIVM 1,501 SQ. FT. ROLAND A. ABOUCHACRA ELEV. ELEVATION SHWR SHOWER EQ. EQUAL Sim. SIMILAR EXFL EXHAUST SL SLIDING PG D2—DETAILS PG D3—DETAILS AR No. 93723 TOTAL LIVM 2,605 • FT. GARAGE 43� SC2 FT. EXT. F.GJFX. F.G. EXTERIOR SL. GL FIXED GLASS STD. FUEL Gas SWS SLIDING GLASS STANDARD SHEAR WALL PG D4-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 PGRGIELEVATION 'J' 43 SO FT. TOTAL ELEVATION 3,095 Sa FT. B'xW PATIO 80 Sa FT. FIN. FM FLUOR. FR DR. FTG. GA. GAR. DISP. G.F1 F MSH FLOOR TEMP. FLUORESCENT THK. FRENCH DOOR T.O.C. FOOTING T.O.P. GAUGE T.OS. GARBAGE DISPOSAL TYP. GROUND -FAULT U.N.O. SECTION EMPeREDGLASs THICK TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAS -WALL ASSEMBLY DETAILS Fax: (407) 774-4078 GYP. BD. CIRCUIT INTERRUPTER GYPSUM BOARD WP OTHERWISE WASHERGOT STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN H.B. HOSEBIB W/ WITH H.C. HOLLOW CORE WD. WOOD DRAWING / CONTRACT DOCUMENT HOT OR HEIGHT HEADER wH W. WATER HEATER PG S1.IA-DETAILS REVIEW BY BUILDER INT. L V. LUM. INTER SON W.I. INTERIOR LAVATORY LUMINOUS WROUGHT IRON PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. M.C. MEDICINE CABINET PG 32-FIRST FLOOR LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCITON (AS PG S2.1A-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT PG S3—FIRST FLOOR FRAMING PLAN PG SSAA-DETAILS BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A PG S3.1B-DETAILS WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO PG S3.1C-DETAILS THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S4-SECOND FLOOR DECK PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S4.2-SECOND FLOOR DOWEL PLAN MAN IN WRITTEN FORMS S A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES RESPONSIBILITY FOR INTERPRETATIONS OF PG S6-ROOF FRAMING PLAN CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF PG SN1-DETAILS THE CONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLVD. LONG WOOD, ft 32750 PH: 407-774.6078 FAX: 407-774-4078 wwwabdesigngroup.com AA #: 0003325 r o R 8 i J av1aD;<v ee I.oT: SILVERADO LOT #64 BLK, #6 PItOJWTp 04128.002-64061 WODICI. 4EHB "2605-HAYDEN" GARAGE award: LEFT PAGE COVER SHEET 50 MPH EXP. ROUND A ABOW*WORA AR NO 93723 J DRINT w8/03/19 scAim 1/4"=l'—O" aHEl7P C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 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) 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 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. 5. THE ARCHITECT/ENGINEER 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 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. GARAGEDOOR 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 R30Z5.1: 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 SOUD WOOD DOORS NOT LESS THAN 1 3/8INCHES 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 R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS 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 Yz-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yz THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILLAT 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 T-U' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLuMBWG 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 V4" PVC (SCHEDULE 40), INSULATED WITH Ye" 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. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 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, 12" 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-C1063-11AAND R703.7. FIRE RESISTANT CONSTRUCT10N 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 CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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. CONTROL DATE:10/25118 (RM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroupmm AA N: 0003325 J o V dill I r� 9LTBDLV. ae LJO SILVERADO LOT #64 BLK" #6 PROJECT* 04128.002-64061 MODEL• 4EHB "2605-HAYDEN" GARAGE 31rB C k LEFT PAGE: GENERAL NOTES 50 MPH EXP. AR NO W723 DwRom 8/03/19 SCAI.S: 1/4-=1'-0" SftEET GN PATIO 0 2 2'-8' 15'-4' II'-8' 10'-0' c0 EGRE2-SH SS (2) 3052-SH HB 6068 SJ2.0 I 2T'-4• 12'-4' = BEDROOM #2 e-e' cLG m 0 LIMIG 0 i I I DIlVWG I ROOM _ RO OM I a,-B, cLr. V-81 CLG. I 3'-S' 5'-6. 3'-S' 1'-2' v (2) 2066 I A T I a - - - iR= �B II TUB/ BATH ti�°��I� 1` I I r LGfi WO, ® I m POST C I `IV I 1 � OV_rI IQTCHad m I I I I AIj IIILL�w;ll 0 I I I I I I I 4 -0' I 8 -0' 5 -4' 3 -8' _ 2868 9 Hb. 3 4' �' -8' 3 -4' COVD q 2868 SC 20 MIN. STAIR DATA 16 RISER * T54' BOLLAR7 6 TREADS 10' ARCH — iREF i ; 5-SH AS REQ. PER SLOG. CODE I II 5_a, II 13_m, FOYER 8'•8' CL&W m 9 8.8 Acv. III EI Bii III B'-B' 9 306a 0 m III L% III TRANS III � s 2 30 2- 1W.a. cmj I6'-0' X 1'-0' OA I 7 0 - - - - - - - - - - - - - - - - - - - - I Ilk m Ial8ON-`JI0wr 0)too 91/.11041 SCALE: 1/4' " 1'-0' NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN N' (35mn) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 14b'(35mn) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN I,: *02.71nm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED-) 302.1 001lOIBITAID CLADONowo LOM eAscwo e�auE wn a ccow alsls OPESIS 8011AIE ZpE 1W IPNNID (N9 PBYN2t AM TOE POMACE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA 160�0 OHD. 112 5 20.1/-22.� BASIC WIND SPEED MPH = 150 (Vult) INTERNAL. PRESSURE COEFFICENT — f 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 87H ED, (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONIML DATE Oi O SQ.FT. CAM'S IST RR LIVING 1,104 Sa FT. 2ND MR LIVING 1's01 SQ. FT. TOTAL LIVING 20M SLL FT. GARAGE 431 SQ.FT. PORCH ELEVATION 'X 43 86L FT. TOTAL ELEVATION 'J' 3,065 6Q FT. VK PATIO S0 SR FT. MASONRY/FRAME U14LL LEGEND 8'-8® L LI O ON PLANS BRs. HGT. VARIES 6' BLOCK WALL UNA ON PLANS IV-5. BRO. INTERIOR ® 511V . WALL UNO. ON PLANS 4' IO LOAD BR's. WALL UND. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 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. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR LLV TRAN50M (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R3025.1) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 wwwabdesigngmup.com L AA #: 0003325 w w kl j strimiv. ac IAT: SILVERADO LOT #64 BLK. #6 PPtOJSCT# 04128.002-64061 W0DEL• 4EHB "2605—HAYDEN" GAP -AGE 81fDi0: LEFT PAGE: FIRST FLOOR PLAN 50 MPH EXP. ROLAND A ABOI "IPA AR NO 93723 I DPJONT w6/03/19 SCALE: 1/4"=1'-O" a19EET Al DELL. TOP PLATE 0 m BAR DETAIL A SCALE: iR'.I'_0• ARCH DTL. (,)ARCH SCl/2'.1,_0I/1'.1,_0. 42' H. HALF WALL— \\ IW `AP (2) LAYERS OF 3/4' PLYWOOD SECURE TREADS TO BTRNGER ' TK• SUM FLOOR SU 3/4 OR (2) LAYERS OF 3/4' 81ffi UV(3)b 3' SCRER3 • EA AH U GLUED 4 Sclam D FLOOR MATERIAL RIPE FOR STRW.*K U rWREADED SWANK PER SOLID "LNG W ONDSWEATµ2yCIOESS SFASTENER IE OF _ND 10'-0 3/4' 2ND FR FLIT D \ 8'-8' EW.* NGT. I ! 1 \ LOOM SYSTEM \ \ (SEE FLOOR \ PRAMNG SHEET) \ \ /4' IOCC PLATE NO SSTAIIM RISERS TO COW°OMI TO PSCR 6TH \ 12 EDITION T20U MIN. TREAD.UO' MAX RISER.T 3/4' 3/I61' STAIR DATA: \ \ MI MAX VARIATION IN R IS .4D8 I6R l54' ADJACENT TO EACH OT ER 3/e' MAX 15 TREADS • S T O R VARIATION N ANY RISERRREAD HANDRAIL CIRCULAR CROSS SECTION T- SE 10'. I' N08MG . \ - .-V4' OR PROJIDE EOUIVALEM 3-2W2 SYP BTRRYaER — GRASPAMILITY WINDERS- MN. 6' WIDE • RE��® uU'!x4 8PF NARROW END MN U' U0711 • 12' FROM W/CONT. DEAD OF RCU NAR00 34' MRL 11MIDR.AIL W.T. 61161FLOOR ADHESIVE I-L-400 OR SIMILARE • NOTE: EA HORI20NTAL Ral'1 -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAY1< WALL8, UJDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON 2 X 4 RE -I FORCNG — THE ENCLOSED SIDE WITH 1/2' GYPSIAI • EA 2 X 12 STRNGER BOARDS. POOR 3021. SECURE W/12d 6'-a, O.C. STAIR SECTION C SCALE: V2'•I' Q L \ m J \ �u \ 2X4 ATTACHED W! ION MASONRY HAILS • 2X4 P.T. BLEEPER NTO SLAM UTHIN a' C: EACH END, 32' O _ MAX HANDRAIL a 36' W/ 2X4 RE-INFOF 42' H. I/2 WALL V CAP THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R3111B2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST, NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1j'* 2' OR A NONCIRCULAR CROSS SECTION WITH A $�o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN b 1/4' AND a W Oim A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION I601B.1 / F.S.G. 2011 HANDRAIL SECTION D SGALE: 3/4'•1'-0. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabde oigroup.wm AA 8: 0003325 � w �pppg kl EE 4 BLTBDIV. de LAT: SILVERADO LOT #64 BLK. #6 PROJECT# 04128.002-64061 1[ODSL• 4EHB "2605-HAYDEN" GARAGE awngG: LEFT PAGE: FLOOR PLAN SECTIONS & DETAILS 50 MPH EXP. I DAW 6/03/19 9CA'LM 1/4"=1'—O" SI�ET Al almnial- mom-f-M.W., a' I lill 0 lill am-aammas a 19 lo SECOND FLOOR PLAN SCALE: 1/4 - V-V 41 N. RONALD REAGAN BLVD. LONGWOOD FL32750 PH: 407-7�4-6078 FAX: 407-774-4078 ww .abdeslgngroup.00m AA *: 0003325 IN OtTjmxv. & X.021 SILVERADO LOT #64 BLK #6 ]Pztoj=T# 04128.002-64061 MoDZU 4EHB "2605-HAYDEN" GARAGE MMM. LEFT PAGE: SECOND FLOOR PLAN 50 MPH EXP, Burr 6/03/19 scAim- 1/4"=1'-0" A2 26'-8' BLDG. HGT. qo LAP SIDING AS SPECIFIED (TYPJ 6' TRIM BOARD 6' RAISED BAND 4' FRIEZE BAND (TYP.)� 18'-8' 2ND PLR _ ERG. HGT. FYPON 18'X62' DECORATIVE SHUTTER OR EQUIVALENT 4' R415ED BAND 10'-0 3/4'� 2ND FIN 8'-6' CLG. HGT.io _ 6' RAISED BAND OPT. COACH LIGHT 0'-0' FIN. FLR _ 18'-8' 2ND FLR, BRCS. HGT. I 10'-0 3/4' 2ND FLR FIN. FLRJBRG. U. 8'-8' CLG. HGT.,s _- �K,K---------------- -----------------� ■� III ICI, ��FRONT ELEVATION It / 5 OFF RIDGE VENT OFF RIDGE VENT SHINGLE FYPON 18'X48' DECORATIVE SHUTTER OR EQUIVALENT _ ,SIB'-8' 2ND FLR BRG 6' RAISED SAND (TYP.) _ ,CI0'-0 3/4' 2NDFIN. Blvd. HGT. s ENTRY 4' RAISED BAND (TYP-) —_�—_ A0'-O" FIN. FLR, _ _,N 114.* 2ND FLR BRGGTH F � >Eld I I r A rr I I I I I I I ,CIO'-0 3/4' 2ND FLR ------------------------- --' r-- PIN. PLR/BRG. HGT. I I 03'-8' CLG. HGT. 6 ❑ ❑ ■45 I I I I TYP. I I L I I s I I I I I I -- ------------------- --- �--�0'-0"FIN. FLR REAR ELEVATION SCALE: 1/4 - 1'-0' TEXTURED FINISH I EAOFATDC = IBM SO. Fr. NET FREE VENTILATION AREA REQUIRED 1/3W REOUIREOVENTILATION AREA = 15M13DO = 5.211 VENTILATION AREA X SQ. INCHES PER Fr.(244) 7ms SCL IN. MN. RHIURED VENTILATION = SX 7SU IN UPPER PORTION OFATPC - 3804 SO. IN. OFF RIDGE VENTILATION AREA 215 SO. IN. PER VENT M114 /115 AL41 OF VENTS REQUIRED = 3,3M ALl OFVENTSPROVIDED = 4 -AREA OF ATTIC IS THE PERINTTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOROFW NO OVERHANGS INCLUDED I/1' TWM 2 GOAT CBIENT PLASTER APPLIED DI ECTLT TO HASON r 4'x4' C.4LV. 'L'-TYPE PLABWNrs SET INROCFNG CEMENT FR7ERGLAS6 8WMGLE6 OVER -M FELT 2X6 SYP PT LEIW DGIER PAPON Vlr' OSD. SI-EATWNG OR ER _ 1/2-W TWREADED It= 32' 1,2' COX PLYWOOD SECURED PER OG 4 WIT14IN 6' OF EAC 4 NAILING SCF4 MX" END MAX SET IN6N'PSON TOP OF BOND BM 2ND ESE ER FLR (PBLEW 14 6TRENATW EXPDXY EMEED. I LOU-26 2X6 6YP RAFTERS OR PIE-EI.IG'D 71�86 (PER ELEV.) ROOF —� ELEVATION ELEVATION MPS VIE' OBE 61EATWatl----- GUSSET TO BE BECIAED TO CWANEL FOR SQfli 2XI, ME'EERB UV Sd NAILS W 00, • PERPETER JU526 W( (4) I0d'4 TO LEDCM AND (2) Wd'4 TO 2>m JOIGT 2X6 STT "T LEDGER W/ I12',l TF4EADED ROD 32' 00 4 WITHIN 6. OF E.ACFI END MAX OUT N 6111PBON Wr44 57TEN'sTW EXPDXY 6' MN EMBED. OVERHANG DETAIL A SCALE: 1/4 - I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 7d MCI q Y 3 g aulwiv. A4 I4021 SILVERADO LOT #64 BLK. #6 PROJEOT# 04128.002-64061 HODffiL: 4EHB "2605— HAYDEN" GARAGE awnCG: LEFT PAGE: FRONT & REAR ELEVATION "J" 50 MPH EXP. Dw 8/03/19 acAXX.1/4"=1'-0" ar>cEET A3J W-8' 2ND FLR , BRG. HGT. 10'-0 3/4' 2ND FLR, FIN. FLR CLG. HGT.r, 0'-0' FIN. FLR, 18'-W 2ND FLR ,. _ BRG. HGT. IO'-0 3/4' 2ND FLR'o _ FIN. FLR1$ — HGT. 8'-8' BRG. HGT. _ o ENTRY 0'-0' FIN. FLR,,_ LEFT ELEVATION SCALE: V4 - I'-V TEXT W FINISH RIGHT ELEVATION SCALE: V4 I'-0' TEXTuW0 FINISH _ IS'-8' 2ND FLR BRG. HGT. _ ID'-0 3/4' 2ND FLR F N FLR 8'-8' BRG. HGT. - o ENTRY ,,0'-0' FIN. FLR 2ND FLR $ HGT ,CIO'-0 3/4' ZND FLR FINS. GT. 8 A— �— oO'-O' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.7746078 FAX: 407-774.4078 wwwabdesigngrouP.com AA. 0003325 1 avaD:v. ae IAT: SILVERADO LOT #64 BLK. #6 PROJECT* 04128.002-64061 MODEL• 4EHB "2605-HAYDEN" GARAGE awngG: LEFT PAGE: RIGHT & LEFT ELEVATION "J" 50 MPH EXP. ARCHRECT: nATM 6/03/19 SCAUD 1/4"=1'-0" aiIEET A4J ELECTRICAL LECiEND SYM DESCRIPTION �D- TANDARD SWTC 4 y�' -WAY SWITCH -WAY BUTCH IMMER SWITCH F9 BUTTON 18CONNECT T tWEISIMOSTAT INGLE RECEPTACI..E 025v/20-AMP INGLE POLE) iVV DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT NTERIJPTERtTAMPER RESISTANT TYPE) i0V DUPLEX OUTLET (HALF OF OUTLET RED TO SUATCW 4P- EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT TERUPTER) IOV QUAOPLEX RECEPTACLE ® i0V DUPLEX RECEPTACLE (FLOOR 0V RECEPTACLE (4 WIRE IclottlECTOR) I-0 MOUNTED LIGHT LING MOUNTED LIGHT } ENT LIGHT LIGHT ALL SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER BQ. FT-) � BULB LK.IHT FIXTURE EUM LIGHT FIXTURE 6, SUL15 LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WNTH PULL CHAIN ER CABINET LIGHT ® k4' FLUORESCENT LIGHT (RECESSED) r-9-1 Sc4' FLUORESCENT LIGHT (8URFACE CUNT) 'x4' PLUORESCBNT LIGHT (RECESSED) • " O 0ECESS, LIGHT 60 CE55 LIGHT (VAPOR PROOF) ILING MOUNTED LIGHT WTH J-BOX OPT. FAN LECTRICAL PALL (FIELD VERIFY Or -ATM) I{0 -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) (LING MOUNTED FAN B T PAN (I OM PER SR FT.) y JACK Q OKE DETECTOR (CEILING MOUNTED) ® MONOXIDE I ) e•EB N JACK -E PORT NOTES, • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC - FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a 18LAND (NOT ON KITCHEN CIRCUIT) • DISWWA&NER DISCONNECT TO BE LOCKOUT M PANEL • BATHROOM EXHAUST FAN TO HAVE MIN CAPACITY OF 50 CFM INTERMITTENT PER TABLE 1`11501A OF FBCR 6TH IDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERIPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRMs METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • dl I I dMO_4 aUJdl l RC fSCI C_P_TCI"f _Rid RIIII 1]FO AND T51a OF LIGNTRNG MIlBT BE ENERGY EFFIGIEM TYPE PER FBL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 20i�. bth EDITION R404J 7M FIELD IFY LOC. OUTLET a 4S' AFF. PATIO CLG NAND LIVING 0 DINING . ROOM ROOM PRE -WILD — — C -G FAN I / \ SWITCH M CABINET iI — — — — — — — TO 2ND FL\ OUTLET SWITCH FOR DW 11 BATHII2 S \ I I --- Knxm GFI - - PAN. PB. FO �Wl as 44' GARAGE DOOR AFF. S® GFI LOFT. BOLLARD AS REQ I -__ -_ - - c 7- PER BLDG. CODE III �•� Fi1X -` KEYLESS FIXTURE ll GFI FOYER \III PRE -WIRED CLG PAN L @9 GARAGE DOOR WP Panel MAN - A PANEL: HNO wp lM Dreal®r VOLTAGE: 12D 1240 V-lPh MAN: 150 Amp NLC.B FEEDER 341 CYTHW N 61-#O Cu (G) in 110 C. OR 3 #210 AL THNM & 1-95 a (0) in 1 12' C. W.e Pas atr Da - wee, Oroa ehr41 Waea Dalai m Pas Wi1a q2 1 20 El 0w FGF1trTUG` t200 + 2 seen. n2 2 2D .,larrr wnp tom a 4 s s 0 a24p Amcm 40 2 ae sp.pe 7 e PANEL: 420N bmaher F®ER3#1 CuTR M&1-i PANEL -A VOLTAGE: 120/24OV-1 Ph MAN: 150 Amp MLO. Cu(l4 in110C. OR 3#20ALTl•MM&1-#6Cu(G)in11Q'C. We, M. mR M wide, Grata OMI Wab WaSi u.. ow Par win 012 1 20 snW Wr. 1500 1 2 Dom Rose 5D 2 A *12 1 20 Nhyi.ea1=CA 1mD a 4 ill 1 2U snaa Appfi cS IM 5 0 .500 WarN.or 25 2 #1a *12 1 a RaN}rar law 7 e *12 1 20 On Rae xbe AM ROC a 10 1200 OF a Gn ID 1 #12 #12 1 21 Bea GFI DDC 11 12 isw OFhambr GFI 21 1 #12 i14 1 15 !llaI AFCI 600 13 14 5000 ow GFI 30 2 PD #14 1 15 RM. Larot Khalr,. On. IN AFCI ROD 15 15 S a 17 iS ism WmMrGFI ID 1 012 014 1 15 SOt MAF0 am Is m man Oppr GFI Si 1 itl S 21 22 1200 Gemp IEda'vW&R aeea AFO 20 1 A2 M. 1 15 Beaare R 10,01 n 0 AFC( am 2521 alp Oa,.fs S."AM 15 1 #14 $14 1 15 Be*-03AFCI son 25 20 am Oaeaf. BWb—AFCI 15 1 014 *14 1 1s am..r Nl a.446Y01 ,at l am V N 1200 2M N.r N1•e/oba1RNRIW.AO 201 M2 02 1 M Opt. }Car& aas Osr Olelrr[fl 1000 20 aD Man Some.cabols o*y 2i 1 .2 s 31 32 a Span D x space s 35 D4 a 2 a5 MC AN.U. 5 KVA of 85% S5 % 4C Spsa 41 42 Space laa4 slelectro 4arM Mreeoiars/ILIA 1Ta00 274"Do IsaJ aajeem Man44Ar okeatb. f Ne Demand FactorCalcumdons, ABBREVIATIONS AFC: ARCFAULTORCUITNIERRINMR Sit NON.CONCDENr LOAD GN: GROUND FAULTNTERRUPTFA "1m0..bjW m 4—d Lem 455M ' PM low aa0. a 100% 1000D RSSakey velb a am U70D ad AIC b0 112as LOAD CALCULATION 13 BASED ON AA: NONCOINODEN7 LOAD as cann.y.a Lwe wm. ssaes TeW An . aah I24D.ab) laLe General Lighting &Reveplade Load Tad afC s Fae1 2505 OmeN Si R. 7115 4#h4. 3 Stawaightst 10D% W5 Geeea4 BDIO clm# rual.lalG Gonna US & R.e P" A 1 111 7231 OD1 PIWEWIRE GARAGE 150 AMP ELECTRICAL RISER /f I 1 PB. Fqy NOT TO SCALE. CHIMES I GENERAL NOTES. ' �M{ I A. ELECTRICAL MATERIALS AND INSTALLATIONS 514ALL COMPLY WITH ELECTRICAL PROVISIONS OF: THE M R &tH -------------- PORCH I EDITION( LOCALCODES, AND ALL LOCAL EWER 14EQU D. ALL CONIDUCTORS SHALL BE TYPE THHN/M1M.N UNLESS OPT. NOTED OT ERURSE. COACH LIGHT POUER CON'PANY TRANSF012'ER GRADE FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' a I'-0' PROVIDE 3MAID a. TWUN a 1% CU N 2' CODR CONDUCT O3 A410 AL. 1HILN • 14, CU N 2' CORpUI T. (CONDUCT TO TERMINATE ADOVE SOFFIT a OVERNANGJ CO1BNATION SMVr E RTPO AMP DISCONNECT BURTCH AID 00R40 VOLT M ELECTRIC METER IN 1 MPV �6E ih ' 3R ENCLOSURE PANEL MCB TEL0940M SSRVI CAN" TELEVISION EMRRHCE 6ERVIC& ENTRANCE NGLN eP'a W EQIIRSM I MTER4Y8TE34 OOIDING TERMINAL AT LOW VOLTAGE CLNECTIONS PROVIDE 50 AMP, 120/240 VOLT, I PHASE SECGNDARY--� 1 e4 OI SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CW N CONCRETE ENCASED FOOTER STEEL PER r-V2" DIA SC*EDULE 80 PVC CODUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE ISEOR o W 4/0 ALUMINr (AL) N 2" DIA SCHEDULE •0 PVC EDITION 120n). CONDUIT UNLESS SERVICE 18 PROVIDED DY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC S/8" DIA X S FT LOW: COPPER CLAD GROUND ROD COMPANY PRIOR TO DID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.a bdesigngroup.com AA #: 0003325 mall 4 rd 10 t l aC W� R il i1p�2U(j• It, � � L 1F� Ssae3 a [VHv DiSo I.oT: SILVERADO LOT #64 BLK. #6 PROJMT* 04128.002-64061 moaE:c 4EHB "2605- HAYDEN" GARAGE BIM40* LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. D 6/03/19 9CA=. 1/4"=1'-0" >lY0IM' E1 ELECTRICAL LEGEND DESCRIPTION SWITCHCHCHITCH W ON T i TAT WGLE �CEPTACLE (125v/20-AMP aYsLE POLE) OV DUPLEX RECEPTACLE 1OV DUPLEX RECEPTACLE (EOUIF'PE0 ATM GROUND FAULT IaJPTER/TAMPER RESISTANT TYPE) WV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) 4%� EXTERIOR WATERPROOP/EFI CEPTACLE (CsROUND FAULT 0V =ADPLBX ICCEP'TACLE ® 10V DUPLEX RECEPTACLE (FLOOR 0V RECEPTACLE (4 UARE �ONNECTCPR) i-Q JALL MOUNTED LIGHT ILING MOUNTED LIGHT LIGHT LIGHT SCONCE PRE-UIIRE FAN WTN LIGHT CI CFM PER 8Q FTJB LIGHT FIXTURE B LIGHT FIXTURE D LIGFIT FIXTURE f AGIC LK+HTWG LGHT WITH PULL CRAW CABINET LKsHTLUORESCENT LIGHT (RECESSED) LUORES VNT LIC"T (SURFACE PLUORESCENT LIGHT (RECESSED) "4 FLU O0WCWSS LIGHT LIGHT (VAPOR PROOF) G MOUNTED LKd-IT WITH J-BOX FT. FAN TRICAL PANEL (FIELD VERIFY TION) Re7%, X (WALL MOUNTEDX(CEILING MOUNTED) G MOUNTED FAN FAN (I cFM PER $a FT-) JACK DETECTOR (GEILNG MOUNTED / X1 ) il MOUNTED JACK PORT LOCATIONOF TV JACKS 4 PHONE OUTLETS 4 FANS • TOME VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL IS 4 20 AMP BRANCH CNZ=" TO BE ARC FAULT PROTECTED PER NEC 210J2(b) 20" EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT W PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CR9 INTERMITTENT PER TABLE MMVIA OF FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE STALL BE GROUND FAULT CIRCUIT-INTERUFF" PROTECTION POR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30CA(BX2) • ALL RECEPTACLE TO 15E TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE ! BY BUILDER IYdD 15% OF LICE-ITWG MUST BE ENEIY.aY EFFICIENT IIZ£ PER FJSL. ENEfa y CONSERVATION (RESIDENTIAL Q�RsY �FIGIENCY) 20n. 61h EomoN R4.�L I j L---------- SECOND FLOOR ELECTRICAL PLAN SCALE: V4• • V-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774-4078 www.abda igngroup.wm L AA #: 0003325 g � w 5 � qa (y p BUDDIV. & IJOT: SILVERADO LOT #64 BLK. #6 PROJECT* 04128.002-64061 11RODEL: 4EHB "2605-HAYDEN" GARAGE 31M40: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 50 MPH EXP. BJ a TM 6/03/19 14OALE: 1/4"=1'-0" si:EET E2 FIRST FLOOR PLUMBING PLAN SCALE: V4 . I'-V L---------- SECOND FLOOR PLUMBING PLAN SCALE: 1/4 . I'-V 2' 1 L12 Vl 2' Ym Lpy LA -V, 2 a 3 D 2' vm-L MAIN PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdmigngmup.00m AA M: 0003325 p 1 ouzm>�T: SILVERADO LOT #64 BLK. #6 PROJECT* 04128.002-64061 MODEL 4EHB "2605- HAYDEN" GARAGE BVM401. LEFT PAGE PLUMBING PLANS 50 MPH EXP. V% L NO DATIC: 6/03/19 BCAIjm 1/4"=1'-0" Bi3�P P1 HVAC NOTES L ALL 111IMP' NT AM" BE !'I111OVIDID WTH PROFEt CLUARANM POR SQNICN26 PER M&IW.GLNIEIDM 2. ALL DUCT 6YSI" NSTALLM N NON -CONDITIONED AM" 6"L DR COPI611111Y0TED CP A VAUE OF NO LESS THIN R-6 RATING. ALL SEAMS SHALL 0E SEALED WITH 6L.A Rod t MAIITIG AND INSTALLED AS rM MC 6TH EDITION (201T) POIC44NSCAL OLD& CODE SECTION 606. A ALL FLEX DUCTS SMALL ED APPROVED IL W CLASS I AIR DUCT AS PER N MIA WA 2-3J 4. PRIM AIR MAKES &WALL N92T DE LOCATED CLOSER TF4W 10 FT. FROM ANY QW"MY OR VENT OUTLET. OR SANITARY SEEM V@IT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, AN&L OE CONS7111=100 OF SMCOTH GALV. METAL - OR OTHER MATERIALS A6 PER MC STN EDITION (20TU MECHANICAL CODE SECTION 603 6. 04CLOOM SUrPORT PLATFOR'IS SHALL ESL CONSTRICTED N ACCORDANCE TO POC &TN EDITION (20M) MECFW ICAL CODE 60DJ 1. OAT41110" CONTAINING OATH M 04CSRIR6, SPAS AND 6MILAR MATWO PMU D 6 4ALL BE TICHANICALLY VENTED N ACCORDANCE WTTH FOG 6TH EDITION (20fl) I'MIC"ICAL CODE SECTION 406. a ALL EXFWISTED BATH NO", SHALL HAVE UNDER-W DOORS FOR 14 W-UP AIR TO DE RETUNED, TO BQIAL AIR W44A OTED. a ALL FIRE RATED CMLMW AND 1114LL8 WILL HAVE AN APPROVED I = OR FW&MMCIN DAMPER'S LOCATED AT CELNG OR WALL PENETRATION AND BE SLEEVED WTH ACCESS DOORS TO FAW DAMPER ALL DAMP M SMALL BE INSTALLED TO T' M 111010 NDATI" AND PDC 6TH EDITION (20M MCN ANICAL CODE SECTION 601. 10. GRILLES AND DERRRERS SHALL ON PROVIDED WTH DALANCM DAMPERS. L DRYER BOOSTER TO BE A FANTECH DOF BOOSTER RAN OR 8014 - RNITEOH DW IRO DRYER BOOSTER CAPACITY " LSEAR PENT WTN MAX. SIX ELOWL SECURE STRAP TO GONG. CONDENSER W( (2)-3/I6'X2• TAPCONS UNIT SP1PSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT UV (2) 4' CONCRETE SLAB 48X1 1/4' SWT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAM 3/4' DIA OVER HEAD • 12' FROM STRJCTUR£ SCORIATED NICKEL /-FIN. FLOOR 5RONM FL PL / OR WALL 5RASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIREP WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL 5RA55 TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN) LEGEND ® W MY AN DE1116ER ED RETRN A" GRILL ® 81DE-WALL OR I WAY Dmmm — SOLD LINE- SUPPLY TRRIC — DROM LINE- RETURN TIMING 1 DALANCNG DAI NE t OR ODD O CELNG EXHAUST FAN R CELNG EXHAUST FAN I LIGHT CYA CUTBIDE AIR m THOWMTAT M2 PASS-THR) Alt GRILL NOTE: ALL 14VAC TO NAVE PROPER DRAINS ATTIAf- CEILING EXTERIOR WALL PLENUM AIR RETURN SUCTION AND LIQUID AIR SUPPLYREFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE RAY EVAP. TRAY —,y PVC SLEEVE TO LINES BELOW SLAB REFRIC.ER4NT LINES TOPLATFORM CONDENSING UNIT #�VMC�4ANICAL TRAP DRAIN LINE AND TERMINATE IN AN &PROVED DRAM, AS PER FBCR 6TH EDITION .COD BLDG. CODE SECTION 3013.4 HVAC DRAINS COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING 1,_6• SEE SPEC. CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN) ROOM I I I FROM ASoVE BEDROOM 1 I2Xa 1 - - - - - ----------+ ------ III I -- m -------� II I I Y --------- µXy IZXIZ I ` . BATH #22 PTHRU II I C 71-----------------------� II- C IL U I I S1101 R• I I 7 LJ'% I HITCHEN . I I PAN. 0 i=__"_-i ?X4 T2X8 S' S/A FROM j ABOVE m GARAGE (� I , i I I _ _ I FL i FOYER III III I PORCH I IME -------------------- . FIRST FLOOR MECHANICAL PLAN SCALE: V4 " P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 W W W abdmQMroup.w AA #: 0003325 F w w � Tl 19 'xy BDIN de LrOT: SILVERADO LOT #64 BLK. #6 P1t0JECT# 04128.002-64061 MODEL• 4EHB "2605-HAYDEN" GARAGE aWDM: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. A RCHITECT� � s�j!1`�:1 1 ROUND A. ABOUCHACRA AR NO a370 jj Dw6/03/19 SICAI.E: 1/4"=1'-0" smtz= M1 i L---------- HVAC PLAN SECOND FLOOR SCALE: 1/4 • P-0• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 wwwabdwkgngroup.00m L AA #: 0003325 W F q 1 1 aveniv ae I.oT: SILVERADO LOT #64 BLK. #6 PIt,OJECT* 04128.002-64061 MODEL: 4EHB "2605-HAYDEN" GARAGE awn40: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. der J r I 6/03/19E: 1/4"=1'-0"r M2 2X4 TOP PLATE R PLAN y PRE-FAB TRUSS I/1' CLA BOARD 1/1' ORTTUALL —tom TN1- 2x4 WOOD STUDS 024' O.G. FIN. FLR NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' OL. OR, NOT LE55 THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON—BRG. D 1 SCALE: 3/4' • I'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON a' OZZ. SHEA714M OR J'CDX PLYWOOD SECURED E'ER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I, -VI TYP. ON. 9/8' GYPSUM Bf OR 1/2' H4H STRENGTH CLa BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRMC.- STRIPS • 24' O.G. e' cm 1/2' GYP. WL. BO.- WOOD BASE — 5' DIA SLEEVE, DO NOT CUT 1°E BOND BEAM NOT CUT SOLID CA%VZ THE BOND IIV (I)- -r BEAM (2) COIPBE - REBARS 9PIPE THROUGH BOND BEAM SCALE, 3/4'"I'-V' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.L1 ON 0.8.5. SHEATHING. OR COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR_ — _ 0'-0' FIN. FLR d a a< n W/ WINDOW OPENING �TYP. WALL SECTION " ' NO OPENING 1yOTE: PER SECTION 505.1.1 - FOR ROOF SLOPES 2:12 TO LE55 THAN 4:12, A (1)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 -CALE' 3/4'-P-0' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6751 V2' 76WK 2 COAT - PORRNND CWI*ff PLASTER APPLIED OS![LTL7 TD MM01RT lili!i!iTi!iTili!i! ►_�2��rN2�2e I 26 GAS LINE THRU BLOCK D euLe, —rro FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON a' OAB. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE o)a. 2x FASCIA PER ELEVATIONS VENTED SOFFIT F'12E-ENC.. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x6 P.T. YD ATTACNW TO f" CO L Aa PO! F%hDcuCT APPRW/AL R0Q s GARAGE DOOR JAMBS D1 SCALE:11/2'=I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG LLD. TRUSS CENT. 2x RAT RUN SECURED F'ERJ� STRUCTURAL DETAILS RJ/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION Ir \ 5/8' GYPSUM BOARD OR 1/2, HIGH STRENGTH CLG. BOARD In' THICK, 2 COATS-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR v d e 8' cm W/ WINDOW OPENING e� R-4.1 INSULATION WINDOW ATTACHMENT AS PER MAMPACTUR£S SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING. — STRIPS • 24' O.C. 1/2' GYP. ILL. BD. WOOD BASE d FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.0 oN J' OsB. SHEATHING OR J' COX PLYWOOD SECURED PER I'-0' FASTENER SCHEDULE Tn' MTL. DRIP EDGE o.HI. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \�P,E-ENG. GABLE TRUSS `WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS B TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL D 1 SCAT E: 3/4'0-0' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY cm 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 ww .abdesigngroup.com AA 8: 00 33325 S a J SW �yp 8 pga ,EJ all 1011 aUDDIV. & LAT: SILVERADO LOT #64 BLK. #6 PR0n=T2p 04128.002-64061 ][ODEL- 4EHB "2605-HAYDEN" GARAGE 8Tr24G: LEFT PAGE: DETAILS 50 MPH EXP. ARCHITECT: 0 r [L�A&S,Ak ABouC�KAcPA No 93721 DATE: 6/03/19 aCAL&: 1/4"=1'-0" aI;EET D1 FIBERGLASS SHINGLES OVER a30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R5051I ON a' Oba SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG 110.TRUSS---- 24' O.G. MAX METAL DRIP EDGE- 2. FASCIA PER—/ ELEVATIONS VENTED_/ SOFFIT O.H. z O r Q W W d WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FISERGSLASS SHINGLES OVER a30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 ON J' OSJ3. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PER PRE-ENG WD.TRUSS— �ATION 24' O.C. MAX. METAL DRIP EDGE R-30 INSULATION PER ENERGY CODE FOrd I. 2x FASCIA PER—/ 51W GYPSLIM BOARD ELEVATIONS OR 1/2, HIGH STRENGTH CLG. BOARD VENTED_ / Ix2 FIRE -STOP SOFFIT -R-4J NSUL. REFERENCE_/ STRUCTURAL a L R-30 INSULATION PER ENERGY CODE FORM. 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH C -r- BOARD Ix2 FIRE -STOP R-4.1 INSUL. STRklC !AL 3/4' T 4 G SUE FLOOR NAILED ID 3/4' T 4 G SUBFLOOR AS PERGLUED NG 1PTLA1� E UED AND TWICr, 2 COAT _ SCHEDULE GAT Q w AILED AS PER SCHEDULE P1/2' ORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO w DIRECTLY TO W MASONRY M _`�VA MASONRY w m R IX2 FIRE -STOP ION DO FIRE -STOP V TION SEE STRUCTURAL SEE STRUCTURAL LEVATION R EVATION 5/8' GYPSUM BOARD 5/S' GYPSUM BOARD OR in, HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD PER CLa BOARD )-ELEVATION DQ FIRE -STOP IX2 FIRE -STOP R-4.1 INSUL. R-4J INSUL. 1/2' THICr, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DC FIRE -STOP a WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS - 24' O.C. 8' Cm 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP Ix2 P.T. FURRING STRIPS • 24' O.C. 8' cm IR' GYP. WL BD. WOOD BASE n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-V 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdmigngrouP.wm AA S: 0003325 9s Q o Y � Q d 9 G 8LJ8aIV. dg RAT: SILVERADO LOT #64 BLK. #6 Plt0n=T* 04128.002-64061 icoaar4 4EHB "2605-HAYDEN" GARAGE BWr NG: LEFT PAGr. DETAILS 50 MPH EXP. BJ MC YrECT 11 ROLAND A AWU"CRA AR NO W723 Dp6/03/19 scwI.E: 1/4'=1'—O" &*Is= D2 Cf MN TO ® I v -- - _ v I IN W` CUT NAILS SIDES 2X6 C.+AKAGE DOOR MUCK UV (6) ® K'XB�A-DOLTS 4' EMDEDI'@rt MN 1-2x6 IR RLOr.K . M NTER OF DOOR HEADER WKU)i'XS' J-E0LT6 R 4' EMGEDMOC( W/ 2-4-A' WASHER AND NUT. ® k—.. I I7 MANFACTUFMWO INSTALLATION MSTRZTIONB W M SUCH MSTRICTI01,15 ARE MORE 6TRNGd94T GARAGE DOOR T BUCK ATTACHMENT 4G4M M'.rs' B' CMU I4. DRYWALL I'X4. OR PX2' P.T. NAILER Ix4 P.T. OR %X4' MIN. SECURE THRU FRAME 4 EXTEND I Y4 INTO BLOCK W/ �.' TAPCONS (MIN. SHANK SIZE J45 MR MEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING DOOR CASNG DOOR JAMB OR WNDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3/4 OR +5/4 WNDOW TO BLACK .31 3 4 OR +5 4 `� SCALE: N.TS. 2X4: SECURE TO BLOCK W/ Via' TAPCONS OR (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 14) WITHIN B' OF EACH END 4 18' O.G. MAX SPACING. 2X6:t® SECURE TO BLOCK W/2-%' TAPCONS(MR SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 5• p.q) 10' O.C. MAX SPACNG. )J' DRYWALL 2X8. ® 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' OOR CASING TAPCONS (MIN. SHANC SIZE J45 MIN HEAD SIZE. X UKATTAC14' OOR AMB OR WINDOW MR EMBEDMENT I Y4) TO2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OL. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DOOR JAMB 710 BLACK +1-1 2' WINDOW TO BLACK +1-1 2" " SCALE: N.TS. 2X4 SECURE TO BLOCK IW V TAPCONS (MK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X IB' Or— MAX SPACING. MUST BE ON OUTSIDE 4 2)(6� SECURED THROUGH SECURE TO BLOCK W/2-V&' NON-STRUCTURAL V.. TAPCONS TAPCON MIN. 1 Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300' CMU MIN. EMBEDMENT 1 Y4') •DRYWALL WITHIN S' OF EACH END < IS' OL. MAX SPACINCs. 'X4' OR I'X2' P.T. NAILER 2X8:® ❑ SECURE TO BLOCK W/!-%' 7(6' OSJ5. X 4' MIN. TAPCONS SHANK SIZE .145 DOOR CASING(MIN. MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MK EMBEDMENT 1 Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS, O.C. MAX SPACRJG. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-iS 16" rnl WDJDOW TO BLACK +1-15/ 6" SCALE: N.T.S. 2X4:- SECURE TO BLOCK W/' TAPO" (MIN SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT 1Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X B' O.G. MAX SPACIWC MUST BE ON OUTSIDE 4 2X6aw SECURED THROUGH SECURE TO BLOCK W/2-34' NON-STRUCTURAL Vo' TAPCONS TAPCO14 MR i Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) S, cm WITHIN 8' OF EACH END 4 i' DRYWALL IS' OC MAX SPACINCs ZXB� I'X4' OR I'XY P.T. NAILER SECURE TO BLOCK W/t-j(s' OOR CAS ING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3O0 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TTAC 4 TO 2X PER WT14IN 8' OF EACH END 4 MANUFACTURES DETAILS. 1S' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 1 4" WINDOW TO BLACK +2 1 4" " SCALE: NTS. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cw SECURED THROUGH SECURE TO BLOCK W/t-%-NON-STRUCTURAL %' TAPCONS TAPCON MR I-Y4 (MR SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 'X4' OR 1'X2' P.T. NAILER IS' O.G. MAX SPACING. 2X8s» SECURE TO BLOCK W/2-%, TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER IS, O.C. MAX SPACING. MANUFACTURES DETAILS. rwrr a., Mt wn,ls,ursnoowroac W DOOR JAMB TO BLACK +3" E SCALE: NTS. 2X4= SECURE TO BLOCK W/ Wb' TAPCONS (MIN. 64- N SIZE .145 MIN. HEAD SIZE -AM MIN. EMBEDMENT IV) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:m SECURED THROUGH SECURE TO BLOCK W/1-%' NON-STRUCTURAL %' TAPCONS(MN. SHANK SIZE TAPCON MIN I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMt?.IT I Y') WITHN S' OF EACH END 4 B' cm 18' O.G. MAX SPACING. V DRYWALL 2X8•® ❑ VX4' OR VX2' P.T. NAILER SECURE TO BLOCK WR-%' 2ND 2X SECURE TO TAPCONS(MR SWANK SIZE STRUCTURAL MEMBER J45 I1Vl1192d WITHIN S' OF EACH MIN. HEAD SIZE 300 END 4 6' TO S' O.G. MAX MK EMBEDMENT I Y4') OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 10' O.C. MAX SPACING. TTAC14 TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED);) DOOR JAMB TO BLACK +3" N.T.S.WIIii)UW TO BLACK +3' 2X4= SECURE To BLOCK wA4 TAPCONS(MN. SHANK SIZE 145 MIN. HEAD SIZE 300 MK EMBEDMENT 1 Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE t IS' O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL )W SECURE TO BLOCK 0YI-1/4' TAPCON MIN. 1-Y4 TAPCONS(MN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 5, CMU MIN. EMBEDMENT I Y4) , DRYWALL WITHIN 8' OF EACH END 1 10' OG, MAX SPACING. VX4' OR VX2' P.T. NAILER 2X83m ❑ SECURE TO BLOCK WoI-1/4' Y*' OS.B. X 4' MIN. TAPYONS (MR SHANK SIZE 145 DOOR GASNG MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. N016 MM 4fI�CTO "ILT.IM'f 100,tltp a$) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLACK +3-7 16" C' SCALE: NTS. 2X4= SECURE TO BLOCK W/)'.' TAPCONS (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END < NOTE: STRUCTURAL 2X W3' O.C.MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK - MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN S' OF EACH END 4 )()' DRYWALL B' O.G. MAX SPACING. ❑ PX4' OR I'X2' P.T. NAILER 2X8cm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MR EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER IS' OL. MAX SPACRV- MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3 3/4" n WOMW TO BLACK +3 3/4' \:-'V SCALE: N.T . 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdestgngroup.wm AA #: 0003325 QQ �j 7i O Y ? 42 Ll 9VLBDL\►. at L/0T SILVERADO LOT #64 BLK. #6 PROJMT# 04128.002-64061 LM 0DICU 4EHB "2605-HAYDEN" GARAGE 9WnM: LEFT PAGE: DETAILS 50 MPH EXP. Bj =Jl.1 - t;..�. ROLE A ABOUCNACRA AR NO W723 , r6/03/19 1/4"=1'-03 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL17234.2 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 FL14039.1 PLYGEM SINGLE HUNG 2017 FBCR 7/31/2019 FL14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/31/2019 FL15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL14253.1 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 FL15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/32/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 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 5/21/2022 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 @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 wwwabdesWMmupmm L AA 5: 0003325 1 g �14 a r a � I HIM M m R R � 3ummiV. Z LoT SILVERADO LOT #64 BLK. #6 P14oJECT* 04128.002-64061 1 opli L• 4EHB "2605-HAYDEN" GARAGE 5TfWG: LEFT PAGE, PRODUCT APPROVAL LISTING 50 MPH EXP. ' ARCHITECT' STAM OF F LCF DA TORAROLVV A Dw 6/03/19 SCALE+ 1/4"=l'-0" SHEET D4 OLIp,D lLIYO•rt.4 ®RJLD O L-- M.A i aaAK•pr. D &al4w•pr. C O O•cLD OWN" mava— pwP eDws DreaAP ayc IXre/m N' Oelau FAWW►- MLYAMHGLLLT tas�eL 4' OG nLx. OLroLDwLw•rt.a i QEalE • rt. O 0 ® KICKOUT DETAIL ® L,, D „ •,m • Pr_ 4 WOOD SHEATHING OR CMU i ew•4ec . rt. a WR15 LAYER 01, & aEAes . rt. c A FOLD Pr. c —MM M. STUCCO WRAP (FRAME ONLY) 0 TILL PR. c Toww" eortonwarr ® aY �' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT A CEMENT PLASTER (CMU) LEGEND METAL LATH (FRAME ONLY) T" LAP WRs 4L TAPE OVER DRAINAGE PLANE (UJRB o ROOFNIALSCREED LAYER #1, STUCCO UJRAP) MAL P", G2 da air. W= 5 GOAT C01MC ? 5'XV 'L' TYPE CONTINUOUS WRB LAYER 02 (F-ORT IF-18ER — - — - — - — — — A6TER meaEa r ' 2 =AT 2wK-Aet"(aw x GAL V. METAL FLASHINCs Z (NAIL TO ROOF DECK, NOT BUILDING PAPER) 5 LAYER •2, FORTFIEER ILoba PAPERnnAmm alT) F WALL SHEATHING) DLAYER L GAP SHINGLE - NOT NAIL, METAL LATH X-X-X-X �a O1LT) • OF INSTALL WITH ROOF CEMENT OF t NAM F eus.Dw MAP ee waive ruuue, aTOP ..,� STUCCO —PMAPMMGM �I ROOF CEMENT N6 ULALL PLAM" ROOF PER ELEVATIONS WOOD SHEATHING ! MAWR ONE °`� g 5ELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION "MR Two — �°"°� R 103,11 / ASTM C-541-OcJ, MIN. 2.5 L85. N°ALL KO= AT MOOnOM CF ROOF. IWIlL WALL wommo=k"PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) O"L" FLASHING ry.T.s. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www a bdesigngroup.com AA #: 0003325 0 r ,/- Ui 1 00 L axnmxv. & IAT: SILVERADO LOT #64 BLK #6 PROJECT* 04128.002-64061 MODEL 4EHB "2605—HAYDEN" GARAGE 911IIdG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. D TM 6/03/19 SCALE: 1/4"=1'-0" alzm= WAl LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHE5IVE FLASHING NOTE; METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-841-0g, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEI VERIFY LO fi1GGN I V I�L6..GIYL STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 7,O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEUIRAP FOR BOX INSTALLATION WR5 LAYER "I, STUCCO WRAP WOOD SHEATHINCs APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRMIE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z BEA[ OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEME IE FLASHING OVER BOX AND OVER APPROVED WRB LAYER APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 8' STEP #2 WRB LAYER 9, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER "2, FORTIFIBER BUILDING PAPER STEP 03 5TEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH •.'.-.. (SEE TYPICAL WALL SECTION) -METAL LATH STET= 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-774-4078 w abdesigngroup.wm 000332. b� 5 Sve 1 to 1.0710 SILVERADO LOT #64 BLK #6 PROJECT# 04128.002-64061 MODEL 4EHB "2605—HAYDEN" GARAGE 81rING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. 1 ROLA D A AMUCHACRA AR NO 93723 R 6/03/19 E1/4"=1'-0 "TA LEGEND DRAINAGE PLANE (WRB LAYER #i, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2" � CORNER BEAD (FASTENER 4 SPACING 0 i' D)C.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C) BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.mm AA #: 0003325 0 8 o � pp sumiv. a LOT SILVERADO LOT #64 BLK #6 PROJECT# 04128.002-64061 MODEL, 4EHB "2605-HAYDEN" GARAGE 5W MG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. rpRINT 6/03/19 BCAIM 1/4"=1'-0" SHEET A3 -00 IIIOOD 0"Tg1CTION BEYOND 110M SFFATNMG UEATHER RESISTNE BARRIER N UBEA.4 InF.SISTW �R �j�.SIDING. �iFE4" a SID NG. / / \ 6. GELIF-ADHERINck IW6' / DNERRJG q_A9HING. L 1 l7 RESISTIVE STARTER STRIP \ UZATHM RESISTIVE DO NOT GAl1LIC OR 1 \� WADFE7tlNCa FLFIPJG FLAS _ I GALV'D FETAL GALV'D FETAL — 'r FLA814W. 'Z' FLASNPG DO NOT CAULK OR M6 F�LATEDER BTIIr= CASMG UX6' SA-AIL.A. TRM MEMBER OR APP�IVVED SEA � 6TIY1a GASINf SIDING TO STUCCO 9EA2 ® BLOCK TO FRAME TRANSITION 9 NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1-1 / ASTM C-84-1-0% MIN. 25 LBS- PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (UURB LAYER 01, STUCCO LURAP) WRB LAYER 02 (FORTIFIBER — — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.e bdesigngroup.com AA #: 0003325 14 6 a sUDD:v & I.OT: SILVERADO LOT #64 BLK #6 PROJECT 04128.002-64061 MODRU 4EHB "2605—HAYDEN" GARAGE sward: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. BJ 7 M FfOLAM A aBoucHac A AR No 93723 J D TM 6/03/19 MICAUM 1/4"=l'-0" as�ET dd A4 2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE P\ I� 1/8' TEXTURED I FINISH a WOOD I �� 1/2' TEXTURED FINISH o CMU METAL FASCIA \1 WRAP Ye' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) 1/8, TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • OMU ri METAL LATH METAL FASCIA WRAP WGWOSHEATHING 7 OR cm 1 WRB LAYER h, STUCCO UIRAP(FRAME ONLY) — U1RB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) 2X6 BUD RAND ccl ROOFMG CEMENT DRIP EDGE © FLAN 8 METAL KICK OUT NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY N ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) \ DRIP EDGrz, I' OFF WALL �CNOT INTO STUCCO) ®ELEVATION '7/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH 0 CMU ' ! 2x6 SUB -BAND W/1'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK SUB BAND DETAIL ® WALL METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3 PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH m END METAL FASCIA WRAP DRIP EDCaE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK— OUT �ME 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/%'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L 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 -HAND WA'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-774-4078 wwwabdesigngroup.wm AA #: 0003325 8 9s 0 8 J 'U=lV. Ae 3LOT: SILVERADO LOT #64 BLK #6 3pnom=T# 04128.002-64061 lWDEI: 4EHB "2605—HAYDEN" GAItAGE STW4 1 LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. ARCKMOT: STATE OF FLORIDA ROLAW A CPA AR NO W723 DA66/03/19 OCAXM 1/4"=1'-0" BF0TA6 E�TT dd ^ �? F TE-1 I I co 4" CONC. f co 3 I SLAB w LL a 1 iv O w ya r— — — —4 —1— M- —F16x18 — — — — — —I L1 t5'-0" o F fD m TOP OF �I I� SLAB 4 � w U -ry I � ° I �^ 11'-10" 7'-5" 20'S' LL 9 L1 CW-12x,2 II I 1.1 # �1 q 1. b F-2 x24 i'"� IIap Riiz — CWC-12x12— xh W llg N =iiy� op 3,_6, .N' `4" F CHASE VC UPT02NDFLOOR ,'n I Uii� I =N I bj (FIELDVERIFY 8 a tq EXACT LOCATION) 3 1 'Qm 21 #o I I 1 0-0 TOP OF a IN I b? 1.1 SLAB I O TR 13 Ip #3 TRANSFEREEL � U @24"D.C. MAX 2 R I H I 1.1 B I.o 0'-0" FIN. ELEV. I I FIN. CONC. SLAB w I I 41 v 1.1 LLI io 2 ta' 16'-0" 2'-1 � ——FMM=16x18 J I 4) 11 Iow LL b zv FM-16X1Q— J V Q Z? FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE --U4T. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-9-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 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 WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. EINDICATED #5 BAR, ENDICATES #6 BAR, MDICATES #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= 3(Y", #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 ALLALLOWABLE SOIL BEARING CAPACITY OF 2,00(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)ALLCORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ANDTHE 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 a OF SLAB SUPPORTED 3'-Or'O/C MAX. SEE PLAN FOR WNMI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6,6 W1.4xW1A—R GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS SAME SIZE QUANTITY BARS SCHEDULE G EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 12" CONTINUOUS 18" - (2) #6s FM-16x18 16' CONTINUOUS 18" - (2) #Ss FM-20x18 20" CONTINUOUS 18" - (2) #5's + 0'-0" FMC-1608 16" CONTINUOUS 18" - (2)#5's - VARIES CW-12X12 12' SEE PLAN 12" - (2) #5's - (+)0"-0' CWC-12x12 17 SEE PLAN 1T - (2)#5's - VARIES F-24x24 24" 24'• 1 T (2) #Ss (2) #Ss TEA 8" SEE PLAN 6" (1) #Ss (-)0'<•' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngmup.00m L AA #: 0003325 , g O Y $ l S 9VBDIV all wm SILVERADO LOT #64 BLK. #6 PROJECT# 04128.002-64061 X03=L 4EHB "2605-HAYDEN" GARAGE awIIdG: LEFT PAGE: FOUNDATION PLAN 50 MPH EXP. , z ROLAW A- ABOMCHACRA AR NO 93723 , Dw 13/03/19 aCALE: 1/4"=1'-0" aHEET si 30" MIN. EACH WAY ONOLITHIC FOOTING tt t--. Z STEEL REINFORCING IN GROUTED f STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE ANDaCELL SEE PLAN FOR SIZE ANDp SPACING REQUIREMENTS> F .SPACING REQUIREMENTS W < m U W t I _ "1 la - GARAGE DOOR RECESS m0 aii Q"" FM s" W g7 y Z 8" CMU WALL p rn 8" CMU WALL 1 ° . I CORNER BARS, SAME SIZE AS BAR W W w 8' O - Z '� — +- 0'-0" ° I IN FOUNDATION WITH 30" LEG EACH ° ".I" >�I = ..d WAY AT ALL CHANGES IN DIRECTIONS co TOP OF SLAB TOP OF SLAB .. SO THAT THE STEEL REINF. IS CONTINUOU S °v . ---.--ram • . . MATCH AMOUNT OF CONTINUOUS BARS `I °I.'" • • EXT. PORCH SLAB { 4 t �. SEE SLAB SCHEDULE L BAR SIZE 48 BAR DIA 4" CHAMFER (1-STORY) EXT. PORCH SLAB a -VARIES'I SEE SLAB SCHEDULE TOP OF GARAGE I� '""v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 7=p, MASONRY MARONRR UNITS SET AT ELEV: W/ 1/2" ISOLATION 1� .e JOINT (WHERE • "" • #3 19, 6" CHAMFER (2-STORY) #4 24" W/ 1/2" ISOLATION 4" CHAMFER 1 STOR (- Y) a 6" CHAMFER (2-STORY) APPLICABLE) i � SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) .. •y--`� EE SCHEDULE Z a_ WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING � FOR WxD, BAR SIZE N6 36" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3/4"=l'-U' CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 SCALE: 3/4"=1'-0' SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2.6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP No 2 STUDS SEE ww I PLANS FOR SPACING. SINGLE a y NEW REINF. BAR BTM. PLATE TO BE PT. OO a SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO EPDXY. MIN. EMBED SLAB W/10d MASONRY 2" CAPPED GALVANIZED PIPE a d 8", UNO NAIL 16"O/C STAGGERED. FOLLOW ALL MANF. ADDITIONAL METAL W/FLANGE @) BASE _ SPECIFICATIONS FOR CONNECTORSNOT G USE AND REQUIRED WHEN NO 4 Hco PREPARATION OF W UPLIFT IS PRESENT. a HOLE. w K SEE SLAB SCHEDULE SECURE FLANGETO J Q SLAB W/(4) 1/4" X 2 1/4- c p �' °' TAPCONS IL �-QQO TOP OF SLAB - 4 4" CHAMFER (i-STORY) ` e— • —. 4 . 6" CHAMFER (2-STORY) " EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO U INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 8 SCALE: 34"=1'-0 (NO UPLIFT) 5 6 scALE:ya"=r-a' scALE:3-a"=,.-o" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4-O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SVP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TYP.) SEE SLABSCHEDULE2X WALL FRAMING WIGROUTE. 112" DIA. USP 725OSD BOLTS 5" TOP OF SLAB "'4^ MINIMUM EMBEDMENT INTO CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO 9 SCALE'314"=10" (NO UPLIFT) BLOCK WALL CONNECTION 11 SCALE: 3'4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdmigngrouP•corn AA #: 0003325 W yyyjyyyyyyyyy QQIN � Z� J 8 Q q Y leis! IN I 1 v 9 I LTBDIV. ae LOT: SILVERADO LOT #64 BLK. #6 PROJECT* 04128.002-64061 MODEL• 4EHB 2605— HAYDEN" GARAGE SITIrMGs LEFT PAGE: DETAU-S 50 MPH EXP. r' ARCHRECT- I RObW A ABOU"011A L AR NO 93723 3 0M 8/03/19 SCALE: 1/4"=1'-0" S KE TP S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1 4' = V-d' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774- i078 FAX: 407-774-4078 , l www.abdesigngmuP.mm AA A: 0003325 3 O 61 d d 9uDDrv. QO LOT: SILVERADO LOT #64 BLK. #6 PROJECT(: 04128.002-64061 MODEU 4EHB "2605-HAYDEN" GARAGE 9rPDZQ-* LEFT PAGE: FIRST FLOOR DOWEL PLAN 50 MPH EXP. nrptlNT w6/03/19 9CALE: 1/4"=1'-0" m EM 51. 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10'HOOK Z GROUTED BOND BEAM VARIES PER ELEV. z <V 5 a p CLEAN OUT REQUIRED Q • FOR INSPECTION "<' I TIEVERTICAL REBAR a "�.• °e • TO HORIZONTAL REBAR W/ 1IT HOOK BAR SIZE 48 BAR DIA. Z W #3 18 O #4 24" U #5 3U' #6 36" #7 4r HORIZONTAUVERTICAL -- (DREINFORCING SCALE: 3�4"=1'-0' pW > a d a I NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED 6', UNO FOLLOW ALL MANF. W o I SPECIFICATIONS FOR USE AND PREPARATION OF Z HOLE. W, =° —° — — • STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-O" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA METHOD #4 24" HORIZONTALVERTICAL #5 30" REINFORCING #e 36" 2 #7 ar SCALE: 3/4"=1'-P #5 BARS ail c * CMU UNIT DIMENSIONS ao ARE NOMINAL SIZES .�A MASONRY SYMBOLS v SCALE: 31C=1'-U' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77446078 FAX: 407-774-4078 W W W abdeSkftIV UP.0DM AA #: 0003325 d 0 8 7(Q Q allsa� 'VSDrv. A# Wo SILVERADO LOT #64 BLK. #6 PROJECT* 04128.002-64061 MODEL 4EHB "2605—HAYDEN" GARAGE BVfDF is LEFT PAGE: DETAILS 50 MPH EXP. - ARCHITECT Im ROUND A AB III CRA AR No a37 DATZ: 6/03/19 ecALM: 1/4"=1'-0" elim= s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od 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 REVIEW AND APPROVAL 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCR PTION REMARK iO (2) 2X8 BEAM SCHEDULE RRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF UNTEL / T.OA. = 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 W.FBTM. REINFORCEMENT STIRRUPS REMARKS TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 — (1) #5 (i) #5 N/A — GROUTED SOLID BB2 MASONRY 3000 8x8 (1)4$ NIA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6NW-6MIM I SAFE LOAD- POUNDS PER LINEAR FOOT LENGTH °Vp re' (42-) PRECAST =I W-T (461 PRECAST 19B8 r$ (54') PRECAST 16W r-C (141 PRECAST 1217 5.10' (In PRECAST 1062 S6' (7n PRECAST SOS r6• (50') PRECAST 743 P-' (1120 PRECAST 664 10'4' (12n PRECAST 475 114' (135') PRECAST 382 1r-0' (144-) PRECAST 337 1r-' (16O') PRECAST 296 14LW (16r) PRECAST Zi9 14W (178n PRESTRESS N.R. 18-' (1M PRESTRESSED NUR. 1714' CM PRESTRESSED NR 194' M21 PRESTRESSED NR 214' On PRESTRESSED AIR 27-R P41 PRESTRESSED N.R. 24f4PRESTRESSED ommvoom ODmO"OKEM mm000�� DD�Omm Om00000 000voov "NOR"" o """K= K== 0®Om00m 0©ov000 �m000mv m�000d� Di�m0000 om000 000v©ov Om000��Q� 0��0000 O�mm�m0 000voov D�Omm00 ©oo�oov ®000000 0��0�00 ©�000�0 ®DO©DO© D��D�mO �000�00 0�000�0 00�0�0� 00000�o 0000000 ��DOmO� :155') N.R. to 8!0 4T0 441 n4 1 1002 1 IM (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR • ALL VALUES TAKEN FROM BAPS LOAD TABLES' BY CASCCRETE MAY 2015 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER Mk4UFACTURES SPECIFICATIONS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4tAW.665f• SAFE LOAD I I 4tftn.66 SAFE LOAD - POUNDS PER LINEAR FOOT 3'-0' (4n PRECAST I= 1024 15M 3'-0' (42') PRECAST r41' (46') PRECAST 768 76S 1309 r4T (4n PRECAST r-0' M PRECAST 592 691 1073 rd (54) PRECAST B-4' (S4') PRECAST 411 411 745 " (64') PRECAST 5-10' (/n PRECAST 340 339 016 E-10' (70-) PRECAST (75') PRECAST SD7 721 490 S6• (78') PRECAST T4• (9D') PRECAST 424 534 303 r4' (On PRECAST 9-r (11n PRECAST 320 512 230 V4' (112') PRECAST 10'-0' (12r) PRECAST 284 401 180 10'41' (12r) PRECAST 114' (136') PRECAST 28D 452 154 11'0 (138n PRECAST IZ-V (144') PRECAST 244 402 137 1r0 (144') PRECAST 17-C (16(r) PRECAST 217 324 110 17-C (160") PRECAST 14-0' (16n PRECAST 2D5 293 100 ir4r (166') PRECAST 14'$ (17r) PRESTRESSED RR 294 91 wr (on PRESTRESSED W-4' (184') PRESTRESSED N.R. 269 83 1" (IN-) PRESTRESSED 1r-C (1D8') PRESTRESSED N.R. 194 84 1r-C CAA PRESTRESSED 194' Pn PRESTRESSED NR 146 52 194' (212.) PR6Tr ED 2TW (256') PRESIRE89ED N.R. 126 42 214' (!66') pRFS1A688ED 2r-0' CC2M PRESfRESSED N.R. 116 40 �'d C184i PRESTRESSED (266') PRESTO N.R. 91 33 2rd PR66TREBBED (9) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR PRECAST PRODUCTS BY OTHERS TO MEET OR ECCEED VAWE6 STATED ABOVE - PROVIDE MINIMUM C OF BEARNU PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C. P. CORPORATION-CAS TE-CRETE DIVISION ACCEPTANCE #: 16-0126,03 u FIRST FLOOR LIFT BEAM PLAN SCALE: lW' = l'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 wwwabdesigngroup.com AA M 0003325 W o d 0 'vlwl V. de LOT: SILVERADO LOT #64 BLK. #6 PROJECT# 04128.002-64061 MODELI 4EHB "2605- HAYDEN" GARAGE 971II1O: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 50 MPH EXP. 0 ROUND A ABMCHACRA AR NO 93723 , M 6/03/19 SCALE: 1/4"=1'-0" 2�JHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK — 30"TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BEM BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM 1—#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" s�\ L 0/ / 0 F = FILLED W/ GROUT U =UNFILLED N-1\0 NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE NGMINAL�16-1T/1M/ B 9 Q�� HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM THAT XFXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. WINDOW PRE CAST '•319 d. WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2„=1'-0, SINGLE #5 CORNER I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. TYP.B'Sc8•' BOND BEAM ro 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE iR5 BAR IN UNTEL 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 MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x18" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A UNTEL THE BOTTOM BOND BEAM 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 1#5 TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. e„ , 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 B4R BOND BE EACH COURSE Bx8 BOND BEAM TOP OF W/(1)#5 BAR BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2' BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE SCALE: LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS TIP de Se WOOD SECTION FASTENER WAM d. =2" MIN, 2 }" MAX Se = 2 � MIN, 9" MAX sr=1}'MIN, 2}"MAX ed =t" MIN, 2 �"' MAX d, =2" MIN, 2 < MAX s. = 2 }' MIN, 9" MAX Rl� &=1 ?'MIN, 2¥'MAX ed =;' MIN, 2 ?'MAX d. =2"MIN, 2 J' MAX se = 2 J. MIN, 9" MAX W� 2?' ed='MIN, 2} MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 :OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: de = END DISTANCE Se =SPACING BETWEEN ADJACENT FASTENERS INA ROW s = SPACING BETWEEN ROWS OF FASTENERS ed = EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3275O PH: 407-7746078 FAX: 407-774-4078 wwwabdesigngmupx m AA #: 0003325 J � 9a O � 6 II! 6 D6o� d P4 J SUBDIV. & IOT: SILVERADO LOT #64 BLK. #6 PIiOJ=T# 04128.002-64061 MODEL• 4EHB "2605—HAYDEN" GA39AGZ BWDM: LEFT PAGE: DETAILS 50 MPH EXP. BJ ARCFMiECT1 -� nwTM 8/03/19 mcAim 1/4"=1'-0" 52IEET s2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od 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. 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 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-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. COLUMN SCHEDULE 81ZE Ik BASE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK WD-1 4X6 (3 X"x5 K") SYP. USP HTT4 W/5/8" DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT FIRE L--------- 3/4" SUB FLOOR �� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS 111[7 ELEV. VIEW 1 1 PRE-ENG. FLR. JOISTS J� 3/4" PLYWOOD DRAFTSTOP 1 PRE-ENG. FLR. JOISTS II 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS II II II: II n IIII 11 II II II IIII II II II II II II 771M II II „ II II II II II II II II II II II II II II II II II II II II II IIII II I II II IIII II II 11 II IIII II II II II II II II II II II II II II 11 11 II I 1 II II 11 II II II II 4 II II II it I .1 I I I I I I I I IIII 2X4 WOOD II"II II I'll II II II II II II--N IIII WALL W/ IIFII[SYP. "[,STUDSII 2x4 WOOD @SYP. 12 O.C.STUDS NO2 II II II II IIII 1 12" O.C. II II II II IIII PROVIDE DRAFTSTOPPING ALONG THIS TRUSS ASTO II LIMIT AREA TO 10M S.F. I PER FBCR 302.12 I ----- ------- 1 II Oil I I II DSLSTUD SEE DETAI1-8/2.1A II _ II II II II II II II II II II q II II II II II II II II II �1 _ _- ' aKTIYFL � T Sm aw D.C.O_ II II II II II II II II I II II II II II II II II II II I I II II II 11 II II II II II II II II II II II II II II II II II II II II II II II II it II ___ ___ __-9; WI , II II II II II II II II II II c _ - s —_ = E2 --------- -- ------ 3 -- -- FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" GIRDER TO CMU WALL WA1SP LGUM26.2 W4609W WEDGE BOLTS AND (6) WS3 WOOD SCREWS TO GIRDER. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-774-4078 wwwabdeslgngmup.o m AA #: 0003325 J Y n1 4 9VBDIV. dC LOT•. SILVERADO LOT #64 BLK. #6 PROJECT 04128.001 64061 MODEL• 4EHB "2605— HAYDEN" GARAGE SII/WG: LEFT PAGE: FIRST FLOOR FRAMING PLAN 50 MPH EXP. ROLABA ABOU"CRA NO 00723 DA M 6/03/19 SCALE: 1/4"=1'—O" 53 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE 2) USP HTA16 TRUSS ANCHOR "ROOF/WALL/FLOOR TH (9) 10d x 1 1/r NAILS TO SHEATHING RUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE FASTENER SCHEDULE" ONCRETE EMBEDMENT. DEL PLY, A PT SYP 022'X6"X4W' A-(1)USP HTA76 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED WI 10d 10d x 1 12" TO TRUSS. FL#17680 NO OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO 3-(2) USP HTA16 TRUSS ANCHOR WITH (9) HOWN) FACILITATE 2-PLY 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 SED IN CONJUNCTION WITH CONNECTOR. DEL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) L#17680 (A) USP LUGT2 W/ (5) 114k3" POWERS 1 x2, 2x WOOD FASCIA WEDGE BOLT& (16) 16 GALV. NAILS TO SEE ARCHITECTURAL TRUSS(2PLY)#FL17240(NOT SHOWN) 2z SECURED W/ (3) 16d (B) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD " WEDGE BOLTS AND 1x2 SECURED W/ 10d TRUSSES @ 24" 01 1x2, 2x WOOD FASCIA (12)3/4" (12) WS3 SCREWS FLA6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ tOd MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 1r O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, 1_:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, 1_:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 USE, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1A 16 TYPICAL ROOF GIRDER CONNECTOR(S) SCALE:3/4"='•-0" 2A 26 SCALE.34-, D" GIRDER C # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2 114" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1 /4" x 2 114" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 34"=, -0 (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W! (3) 12d EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT LSTAi2 20 GAUGE COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING SEAMS) W/ 10dx1/2 HPG COMMON NAILS. 0'-0- TO 30'-0" (1)'X" BRACE EACH END TOTAL OF 10 30'-l" TO 60'-0 (3) X. BRACE SECURE 2x6 PT. PLATE (1) "X" BRACE @ CENTER TO BLK WI DIA FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ r GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 8, SEE ARCHITECTURAL MIN. EMBED. AT 32"OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/12d's 8" PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX GYPSUM BOARD OR,2"HIGH TRUSS ENG) ONT. 2x4 SECURED W/ STRENGTH CLG. BOARD 1 EACH TRUSS EACH SECURE TRUSS TO TOP PLATE W (2) E I S TO BE INS T 18d TOENAILS 10..0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 16d z SEE SCHEDULE FOR 2x4 OR 2z8 WOOD BEARING 2OST NAII POST. �SIT BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE POST TO IRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE PROVIDE BLOCKING .°. II GYP. WL. BD. ` BLOCK WALL W/ GABLE END 7 PRE-ENG'D TRUSS SCALE:3/4"=1'-0" GIRDERMOOD POST CONNECTIONS ° J SCALE: 3/4"=1'-0' �-'\FLOOR TRUSS CONNECTION @ L.B.W. Y SDALE:34""`° (NO UPLIFT) DEPTH 1/4"D —HOLE EDGE>5/8" --HOLE DIAMETER < 2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY EDGE>5B" — C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W! (2) 3/4— WEDGE -BOLT/. -BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 BTM. HOLE DIAMETER D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 31 WEDGE-BOLT/J-BOLT, 5" MIN. PLATE < 3/5•D DEL. STUD EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) W4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER ATTACHMENT DETAIL STUD NOTCHING ' ORING LIMITS 0 scALE: , yr=r-v' SCALE314"=1'-°' 5' EDGE CENTRAL 22^ MAX.. 8" EDGE SPACING SPACING OPEN WEB TRUSS SPACING SEE SEE HEDULE, SCHEDULE SEE FRAMING PLAN TYP TYP P BOARD SPLICE (OR END OF • • • . • • • LEDGER BD.) E SCHEDULE FOR SEE LEDGER w EocE (z) zx1D SYP P.T. )LT SIZE 512" SCHEDULE LEDGER BOARD TO BE N. EMBED. ((YP) 1. ENSURE THAT EXP. USED W9TH O.W.T. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" FRONT ALL AROUND BOLT, LEDGER 2. END OF FRONT AND REAR Z LEDGER SHOULD LAP AMIN = ? OF 4'-0". (2) WD m 3. ALL BOLTS TO HAVE SYP PT = z_ WASHERS . z �o 4. EXP. BOLTSU-BOLTS m E (2) 2X8 SHOULD NOT BE ANY REAR SYP PT CLOSER THAN 8" O/C. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLTSIZE wtEmDDwrANDE09i1RALwAcm A DOUBLE 2z8 12" 8" 1 16" O/C E DOUBLE 2x10 (2) 3/4" 8"1 22- O/C WOOD LEDGER DETAIL 10 SCALE: 3/4"=,•-0" 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 USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwabdesigngrouP.com AA 4: OOD3325 QQQ$$$p F6 O JJW 8 yp. 1 aVHmom A4 LOT: SILVERADO LOT #64 BLK. #6 PROJECT* 04128.002-64061 W0DEL• 4EHB "2605—HAYDEN" GANAGE awDgC;. LEFT PAGE: DETAILS 50 MPH EXP. �� A ABMCHACRA AR NO W723 J DRMT w8/03/19 scALE: 1/4"=1'-0" a�sEET s3.1A FLOOR DECK 2x6 PT TERMINATION OW 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3116"'x 4 TAPC0NS B NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING � SCALE: 3/4"=1'-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; NI BELOW STAGGER_DOFF CENTERLINE OFF 2.6; - 3/4" AS SHOWN DBL 2X8 LEDGER 70 CMU W/ 1/2"E)(P. BOLT NI 8" CMU WALL AT 16" O.C. AND 8" FROM REINF PER PLAN END W/ MIN "0 EMBED., PER ELEVATION FLOOR DEC 0 ; NAILING PATTERN V) O 2 �VU cr 8'� PFR PI FVATIDN 1I3 AC'k �—PRE-ENGINEEREDWOOD 4 MAX IJLEDGER 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS a 170.C. REPAIR DETAIL IF 1X2 FIRE -STOP INSTALLED TOO LOW AT TRUSSES PARALLEL WALL WALL �TOEXTERIOR USP LFTA6 W/ (16) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP LFTA6 W/ (16) 8d COMMON NAII c EACH END FL#17244 FLOOR TRUSS OR ___j V V PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 1/2" HDG NAILS FL#17239 WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 24 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 1Od @ 3"0.C. IST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW — 8" CMU WALL — REINF PER PLAN 3 w NI #8 WOOD SCREWS Ik = z 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 216; MI 314" AS SHOWN USP A3 EA. TRUSS NAILING PATTERN 214 P.T. CEILING `PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE MASONRY NAILS FRAMING PLAN) @ 12" O.C. BL 2X10 LEDGER IX2 FIRE -STOP SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 3 SCALE: 3/4"=1'-0" TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2.4 SECURED W/ (2) 10ds @ EACH TRUSS TO BE INSTALLED @ 101-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 98 WOOD SCREWS x 2" LONG @ 3" O.C.: STAGGERED NI AS SHOWN IM _ DBL 2X8 LEDGER JI¶INII TO CMU W/ 1/2" D(P. BOLT AT 16" O.C. AND 8" FROM NI 8" CMU WALL END W/ MIN 5-12" EMBED. REINF PER PLAN FLOOR DECK PER ELEVATION l4" NAILING PATTERN 3c=i l `PRE-ENGINEERED WOOD 24" M 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 34'=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-774-4078 www.abdmWVmup.dom AA *: 0003325 i g avBDzv ac IAT SILVERADO LOT #64 BLK. #6 PROJECT* 04128.002-64061 MODZ3. 4EHB "2605-HAYDEN" GARAGE 3V7NG, LEFT PAGE: DETAILS 50 MPH EXP. RENT 6/03/19 SCALE: 1/4"=1'-0" axEEET S3.1B PRE-ENGINEERED %1 VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774 6078 FAX: 407-774-4078 www.abdesigngmup.mm L AA 5: 0003325 @jQx O IN QQQ$$$q Q< CS ` J IL 1 auzwrv. 3c LOT: SILVERADO LOT #64 BLK. #6 PROJECT# 04128.002-64061 HODErt 4EHB "2605- HAYDEN" GARAGE STM40: LEFT PAGE: DETAILS 50 MPH EXP. Dw6/03/19 SCALE: 1/4"=1'-0" air S3.1C SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774$078 FAX: 407-774-4078 wwwabdwigngmupmm L AA #: 0003325 W g Mill l a SLJHDIV. & LOT. SILVERADO LOT #64 BLK. #6 PROJECT* 04128.002-64061 MODEL 4EHB "2605-HAYDEN" GARAGE BVfnfcs: LEFT PAGE: SECOND FLOOR DECK PLAN 50 MPH EXP. F, ARgiITECT- BOLAW A.AB000HACRA L AR NO 93723 J DRINT w6/03/19 SCALE: 1/4"=1'-0" SiIB:ET s4 SECOND FLOOR DOWEL PLAN SCALE: 11W' = 1'-(P 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwsbde lgngmup.com AA S: ODD3325 A M W 9a o W aysniv ee I.oT: SILVERADO LOT #64 BLK. #6 PROJECT* 04128.002-64061 MODEit 4EHB "2605- HAYDEN" GARAGE awngo. LEFT PAGE: SECOND FLOOR DOWEL PLAN 50 MPH EXP. DRINT w6/03/19 321= s4.2 FRAMING NOTES 0 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 1/7' HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/7' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 112" 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 (,V). S. 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 Y-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK 1D (2) 2X8 BEAM SCHEDULE ® INDICATES OPENING BELOW/ T.0.8.=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 (P-T IZE W.H REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3DDO 8x16 (1)#5 (1)IIS N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (i)#5 N. GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR IT'PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LI�RCMU SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C SAFE LOAD -POUNDS PER LINEAR FOOT C41.9.�.9. SAFE LOAD *.It. SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 81J8 eFaO rum r-AR wmaiI W" W� � TYPE — TYPE Ri1T W124T 3PI61T WJ04T M%4 -IT WOW saa1T LENGTH 94' (42') PRECAST 2231 4'-0' (4n PRECAST 1988 4'4' (51') PRECAST 1598 F-4• (641 PRECAST 1217 F-10' (M PRECAST 1952 F4' (Tn PRECAST we r4' (95') PRECAST 743 74- (112') PRECAST tr4' (1297 PRECAST 475 11'4' (138') PRECAST 362 1r4' (144-) PRECAST 337 1r4' (181)') PRECAST 296 lV4' (168) PRECAST 279 if-S' (178) PRE87RE$8® NA 1F4' (134') PRESTRESS® N.R ir4' 010n PRESTRESSED NA 174' (29T) PRESTRESS® NA 21-W Wn PRESTRESSED N.R 2r4' MCI PRESTRESSED NA W-W PRESTRESSED 000000 �11�" 11�1�11�11�11 m00000� OmmOmOm m�m0000 m0m��0 momvoov moo�� m00000 0momom m�000mv m00©OC�7'!7@� 000momo IO�mm�m0 0000000 Ommmm00 �000000 ®�00�00 DO�mmmO © 0mcm== D�D�mOm �=0 mOmOm00 ®mm0m00 000mmmm ��©�=©© 0��0®00 0m00000 (288� NR is no 409 1 W I LM I Tat I 1'= (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR -ALL VALUES TAKEN FROM `SAFE LOW TABLES' BY CASTCRETE MAY 2D15 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MIINIIFACTURE3 SPECIFICATIONS LENGTH T4' (4n PRECAST 10125 lam 1698 P4' (4n PRECAST M 783 13DO 4'4' (54-) PRECAST 692 591 1073 FW (64-) PRECAST 411 411 745 V-10' (M PRECAST 340 MIS 616 V-W (78) PRECAST BUT 721 490 r-r l90') PRECAST 434 534 383 r4' (112-) PRECAST 325 512 230 ir4' (12n PRECAST 254 401 180 11'A• (137) PRECAST 20D 452 154 124' (1447 PRECAST 244 402 137 174- (180� PRECAST 217 324 110 14'4' (15n PRECAST 2D5 293 100 14'4' (178') PRESTRESSED NA 284 91 16W (184') PRESTRESSED N.R. 250 83 ir4' Wn PRE8TR66SED N.R. 194 64 ir4' (pn PRESTRESSED N.R. M 52 2114' Mn PRESTO NR 125 42 2Y4' WC) PMUW-930 NA 116 40 24'4' (28B') PRESTRESSED N.R. 91 33 Ft:.It'-r�l>t::i'-.aoti�011�11�11�1� '11�' m00m0�0 mOmmm00 m0000® m��n©000 ��00000 omm000m ©m00000 O0 mm1Q1@I fEMIT EM@!I DOQf�-�.16'1�n Q!1EL'1Q1Q1Q��."1Q� DE�'1Q1®0=0 MEMM „ 0ElS1Q'1Q1Q1OEM CaT1i OQ1�!'fQ1Q'1Q!1Q�1. 0@ moQ�caiQ�Q_�' 1Q7EEMi310--r- E _1' (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REAR PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED A PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E. C. P. CORPORATION-CAS TELRETE DIVISION ACCEPTANCE M 16-0126.03 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 ♦ 8F16-1T/0M/OB BF16-lT/OM/0B 8F16-1T/OM/OB 1 1 ♦♦ 2 1 1 ♦♦ 2.1 ♦ 1 b 1 ♦ ♦ 1 1 ♦ ♦ 1 1 ♦♦ ♦ 1 1 ♦♦ GT 1 1 ♦ I 1 1 ♦♦ 4*1 1 ♦♦ ♦ 1 1 ♦ J* 1 U.N.O. PROVIDE BB2 WHERE ♦ I 1 1 ROOF TRUSSES BEAR, ♦♦ 1 TOP OF WALL EL 10-0" 1 ♦ � 1 1 1 1 ♦♦♦ 1 1 1 ♦ 1 1 ♦♦♦ 1 1 ♦♦ 1 1 1 � ♦♦ 1 1 F— —1 ♦♦ 1 1 ♦ ♦ 1 1 1 1 ♦♦ ♦♦ GT 1 1 ♦ ♦ ♦♦ ♦ ♦ 1 1 1 1 1 1 %♦ c0 ♦♦ 1 a 1 1 1 ♦ ♦ 1 1 1 1 1 1 I 1 , 8F16-1T/OMIOB BF16-1T/OM/OB ♦ 1 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA 0: 0003325 p % Y J 8 < 4 JQ� J 0 SVBDIP. & IOT1 SILVERADO LOT #64 BLK. #6 PROJECT# 04128.002-64061 MODEL 4EHB "2605-HAYDEN" GARAGE BWnM: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 50 MPH EXP. ARCFRIECT- R DATIC: 6/03/19 BOALE: 1/4"=1'-0" S V FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1Q" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d X 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. 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 PBS36, A 77" ° 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 OTHERWSE. 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 6" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SIZE & BASE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK WD-1 4X6 (3Y'x5Yz') SYP. USP HTT4 W/5/8' DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abda lgngroup.com AA #: 0003325 J 2 IIIEEE � qq 4 Y ? e svavrv. & LOT: SILVERADO LOT #64 BLK. #6 PROJECT* 04128.002-64061 U0DEL- 4EHB "2605-HAYDEN" GARAGE 9111170"k LEFT PAGE: ROOF FRAMING PLAN AND NOTES 50 MPH EXP. ROUND A ABOUC14CRA BAR NO Wn J D TM 6/03/19 sCALE: 1/4"=1'-O" RIO= S 6 • 1' A GABLE -END ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT, PLYWOOD, WITH Bd RING SHANK GUN NAI LS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STIR. SHANK 8d RING SHANK 2 TIT 0.12T 170,000 RING' SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 21/7' 0.12T PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING 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 8d 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 @ 4" O.C. .. TOP & BOTTOM EDGES ., Z . 0 W . � Y Z 2 . = U J 4 O O Q Y Z Z rc D C) w I Z 3 W K W m zW Z � W Z Coo Za E m Z 3 W N w U @@ Q U D d Wro a TOP CORD BLOCKING ATV O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. — RAFTER OR TRUSS ROOF SHEATHING —� 3 0 5 DO BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD' 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS @ 1Z' O.C�IN FIELD) J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR2017, 6d1 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACT 530-1WASCE 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 WHERE A DIFFERENT DETAIL IS SHDWIN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW MITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR LIVE LOAD 40 psf 20 psf TOP CHORD--conwrnTM 10 psf BTM CHORD non-Conwrrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 PET Md No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W NO UPLIFT: 1Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLA&WN-GRDUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK - FORM -WO RK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOONGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SIDE ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER Fb = 1100 PSI ANDA MODULUS OF ELASTICITY = 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. VAOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED VA RE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACT TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED X-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM AS15 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR BHA ILL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' fly BAR - 30" #7 BAR - 42" PROVIDE 36'. 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE -NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPINVTCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. W ND: DEAD LOAD SPEED =16D MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20PEf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY' PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 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 T40CELL 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 Ym = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W NO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW TUGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OFTIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH 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 ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL 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" CONNECTORS" BY USE, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION' "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 20DO psf, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 9. OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT WRITTEN CERTIFICATION THATTHE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS. AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'.l PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS 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 WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBARSHALL BEAS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANIYORWEATHER 1-112" FOR I5 AND SMALLER Z FORK AND LARGER C FOR CONCRETE NOT EXPOSEDTOWEATHER 314' FOR SLABS. WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT. TIES, STIRRUPS FILL CMU CELLS SOLID WTH 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 = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM ASOD, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURNOFF -TIE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING MA— —CATION SI. TYPE NE— PTFURRINGTO RYI rMASONCONC. CaNENNeRDENEDCOIL T-0- 6.OD GN2�E DOOR BIKX SO 1coNC. SEE DETP4 SEE DETNL SEE DETNL SEEDETNL SOD. N.. EXT. DOORS • PT. SEE NOTES DO4WDOOWFASTENFD O MASONRTMANC. SEE DETNL SEE DETNL SEE DETNL SEE DETNL WINDDWBLIDX 1. PT, SEE NOTES ETAGoERED DOYx000wFABTENED OMAEONRt ONC. I-C CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EM. SWING DOOR BUDX .PT. SEENOTEB NO WASHER FASTMERN 10'OF .. IZ EDGE DIS. �X.OK: xBOLT N . Ti Pr WINDOW EUCX D 0 STEEL COL.. BEE B GER EDGE DITS112 NOTES 140TES 1. STAPSTAPLES 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 MANUFACTURERS SPECS AND / OR NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6 W NDOW 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. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 ran a Q L 1 aysnrv. & LoT SILVERADO LOT #64 BLK. #6 PEOJECT# 04128.002-64061 MODEL.• 4EHB "2605— HAYDEN" GAMAGE award: LEFT PAGE: DETAILS 50 MPH EXP. 50 ARCHITECTt BOLAND A. ABOUCHACRA L AR NO 93723 A rS 8/03/19 NI VD t5tC�4 •