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HomeMy WebLinkAbout6875 Ezra Loft Pl99 2432 4EGB GALEN99 RK SHALL COMPLY ITH REVAILING ALL WOU DING CODE NAL ELEC RIC COD_ NATIO S ANHECE OF ZEPHYRHILL ORDINA H OME S p�1 ! C 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 6TH EDITION (2017) ABV. ABOVE mm MANUFACTURER A/C ABi CONDITIONING MEN. MINIMUM DATE Dl�[ION ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE •FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC - 2014 EDITION *ALL LOCAL AND STATE CODES *OCCUPANCY - I�ENIIAL GROUP R3 ADJ. Al. AMP. BD. CL CAB. CIO. ADJUSTABLE M.T. ALTERNATE MTD. AMPERAGE MTL BOARD N.T.S. CENTERLINE O.C. CARENEE PL CEILING P.B. METALTHEESHOLD MOUNT ID METAL NOT TO SCALE ONCENIFR PROPERTY LINE PUSHBUTTON PG Cl—COVER PAGE PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN TAMPA FL 33637 I TEL: (813) 740-9720 FAX: (813) 740-9715 •CONSTRUCTION TYPE - VB •MIN. IRIMR FINISH - CLASS B -BASIC WIND SPEED - VOR=150 MPH Vasd=116 NPH •ElPosuRe _ B •1—STORY RESIDENCE — •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND SPATE CODES C R cLR. CPT. C.T. D. DEL D.G DIA. DIM. DISP. DP. DR.Rs D.S. DTI. CLEAR EL CONCRETE PIT. CARPET PLYWD. CERAMIC TILE PR. DRY PR P.T. DOUBLE A DUALGLAZED RAD. DIAMETER R.A.G. DIMENSION REF. DISPOSAL SM. DEEP R.O. DOOR S.c. DOWNSPOUT S.D DETAIL SITL PHONE PLATE PLYWOOD PAR PRESSURE TREATED RISER RADIUS RETURN AIRGRIIL REFRIGERATOR Road ROUGH OPENING O DETECTOR SMOKE SMOKE HETEQ TOR SINGLE HUNG PG AlA—DETAILS PG A2-SECOND FLOOR PLAN PG A31i—ELEVATION 'H' FRONT & REAR PG A4H—ELEVATION 'H' LEFT & RIGHT PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG MI —FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN STATE OF FLORIDA SQ�,�1 /1��/�>• S PROFESSIONAL ARCHITECT: .i 1. �IAW. D.W. EA DISHWASHER SITE. EACH SHTHG SHEET SHEATHING PG Dl—DETAILS 15TFLRLN4G fm19 SaFT. ROUND A. ABOUCHACRA ELEV. ELEVATION SHwR. SHOWER EQ. EQUAL SJM. SIMILAR EXH. EXHAUST SL SLIDING PG D2—DETAILS PG D3—DETAILS AR No. 93723 M RR LMM I413 SO. FT. EXT. F.cJFx. EXTERIOR sL. GL FIXED GLASS STD. SLIDING GLASS STANDARD PG D4—PRODUCT APPROVAL A.B. DESIGN GROUP, INC. LON NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 TOTAL LP#M 2432 80 FT. 432 8a. FT. FORCH ELEVATION V 8'1 80 FT iOTALt1EVATION'H' 2•J•.JI Ba.FT. MAW PATIO DID (0' FT. F.G FIN FIR. FLUOR. FTG GA. GA GAR. DISP. G.F.I. FUEL GAS SWS FINISH FLOOR TEMP. FLUORESCENT TIT_ FOOTING OOI T.O.C. FOOTING T.O.P. GAUGE T.O.S. GARBAGE DISPOSAL TYP. GROUND FAULT U.N.O. SHEAR WALL SECTION THICK CLASS TOP OF CURB TOP O TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTEDFax: PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA8—WALL ASSEMBLY DETAILS (407) 774-4078 GL GYPBD . CIRCUIT INTERRUPTER GLASS V.P. BOARD GYPSUM W. OTHERWISE VAPORP ROOF WASHER STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN H.B. HOSE BIB W/ WITH H.C. HOLLowCORE WD. WOOD DRAWING / CONTRACT DOCUMENT HDR. HGT. OR HE HEADER WOW. HEIGHT Wm WINDOW WATER HEATER PG S1.SA—DETAILS REVIEW BY BUILDER INS INT. LAV. M.C. INSULATION W.I. RIOR LA ATORY MEDICINE CABINET' WROUGHT IRON PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS THE BUILDER INTERPRETATIONNOOF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR PG S3—FLOOR FRAMING PLAN PG S3.1A—DETAILS AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PG S3.1B—DETAILS PG S&IC—DETAILS PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR DNFORYATfONI TO THE ARCHITECT OR ENGINEER FOR cLARM0N&TION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN IM's IN WRITTEN/DRAWN FORMS IN A TMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSBILM FOR INTERPRETATIONS OF PG S4—SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S6—ROOF FRAMING PLAN PG SNl—DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-7744078 wwW.abdesWWoup.com L AA S: 0003325 y fi O 4 a aumiv. ee TAT: SILVERA 10 LOT ##53 BLK. ##6 PIROJI =T/r 04128.002-53061 mol"m4EGB "GALEN" NSAII:AGZ 8W5FG: RIGHT PACiM COVER SHEET 150 MPH EXP. B ARCFWTECT- WATE NAABOUCHMACRA U.L AR NO B07= DAB 1/18/19 OCALE: 1/4"=1'-O" gngzm C1 GENERALNOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6Lh EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALLBE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R3012.12. 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 WALL 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. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WAND LOAD, LISTED ON COVER SHEET S. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1:OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOU WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN IBIS INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATINGTHE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 k" SHEET STEEL 1" MIN. RIGID ON -META WC 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 R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN `IA -INCH GYPSUM BOARD OR EQUIVALENT. SM VXM r 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE 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- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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' TRAM 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6-WALLCONSTRUCTION AND TYPICAL WAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. S. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE B FT . SQ. PLI 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH Y.-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 P30052 B. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P29D3. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EKnq 19R P iIii;i E13 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, /e' 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, IQ" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE NTH ASTM-C926 & ASTM-C1063-128. 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 - 1 1A AND R703.7. UNDER STAR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STARS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R3027. 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 GROLP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 wwwabdesWpW*up.eom L AA 11: 0003325 - h ro 0 CA c SBJHDIV. Ac IATs SILVERADO LOT ##53 BLK ##6 Pnonx;T/ 04128.0 2-53061 IN[ODmu 4EGB "GALEN" GA1t&OZ SWINO: RIGHT PACE: GENERAL NOTES 150 MPH EXP. B Al lu DA � 1/18/19 9CAL1B: 1/4'=1'-0" si)} m= GN 1 oalla o'Illlo o �; r 9 9 is i0 MASONRY/FRAME WALL LEGEND S'-S' BLOCK WALL UNO ON PLANS BIG. HGT. VARIES akuT DU RIM M 0 �r 8' BLOCK WALL UNO ON PLANS 18'-8' BRCS. HANDRAIL Ol INTERIOR LOAD tit UALL W/ CAP BIG. WALL URO. ON PLANS INTERIOR NON lu LOAD BRG WALL UNG. ON PLANS -ALL INTERIOR m DOORS TO BE 6'-8' N -ALL EXTERIOR RS DOOTO B8' E 6'- ua UNLESS NOTED FIB 9 OTHERWISE v 0 m 0 ti �o 9 m N 0 � FIRST FLOOR PLAN SCALE. 1/4 " 1'-®' NOTE-. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MNUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1,Y12.1 m) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS R THAN +yYlS.Snn) TYPE X GYPSUM BOAOR 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. PBCR 2OTi (6TH EDJ 302.'1 sg.F'r. cAi.c. s 9 9 is i0 MASONRY/FRAME WALL LEGEND S'-S' BLOCK WALL UNO ON PLANS BIG. HGT. VARIES akuT DU RIM M 0 �r 8' BLOCK WALL UNO ON PLANS 18'-8' BRCS. HANDRAIL Ol INTERIOR LOAD tit UALL W/ CAP BIG. WALL URO. ON PLANS INTERIOR NON lu LOAD BRG WALL UNG. ON PLANS -ALL INTERIOR m DOORS TO BE 6'-8' N -ALL EXTERIOR RS DOOTO B8' E 6'- ua UNLESS NOTED FIB 9 OTHERWISE v 0 m 0 ti �o 9 m N 0 � FIRST FLOOR PLAN SCALE. 1/4 " 1'-®' NOTE-. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MNUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1,Y12.1 m) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS R THAN +yYlS.Snn) TYPE X GYPSUM BOAOR 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. PBCR 2OTi (6TH EDJ 302.'1 sg.F'r. cAi.c. s 1ST FLR LIVING ND19 sQ. Fr. 2ND fl-R LIVINGS 1413 8Q. FT. TOTAL LIVING 2437 SQ. FT. GARAGE 437 SQ. FT. POROa ELEYATION'H' 8T SQ. FT. TOTAL ELEVATION'H' 7951 -�Ci. FT. 8k18 PATIO 80 FT. ti R301.2.1 OF THE FBCR BTH ED. (2017) TO PEST 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 32750 PH: 407.774.8078 FAX: 407-7744078 www.abdesqpRoup.com L AA r: 0003325 , h 0 a 0 a. Wei aysa:v ae rror SILVERADO LOT #53 BLK. #6 PllOJl7CT/1 04128.002-53061 >Koaar.: 4EGB "GALEN" aw>cswaa awnva: RIGHT Pwola: FIRST FLOOR PLAN %150 MPH EXP. B AR NO 93723' I DATM Al Nam STAIR TO RE MIL 3/4' - mew EACH YAM, IISBQ CIPM DIA 1 i' uE YIDTH END: l��F—ter r DBL. TOP PLATE 0 in BAR DETAIL A 10'-D 3/4' 2ND FIN. PLR (2) LAYERS CF 3/4' PLYWOOD OR (21 LAYER6 OF 3/4' SM FLOOR MATERIAL IIP6 FOR SOLID HAILING SECURE TREADS TO STRONGER 3/4' TOG SUB FLOOR UW376 S' SCOMIB • EA aLum N SCRIBED STRINGER INTH#EADED SHANC PER FASTER TO EXT04D BEYOND THICKNESS SOEDULE OF SLV W LOOR GWATHNG D B'-V BRCS. HCsT. G. FLRFIQ- TRUSSES / s RISERS To COFOR'1 CR 6T14 EDITION 001T). / READ.IO' MAX. RISER-1 u, � � 3/4' KICK / AW MAX. VAIdATION N PLATE STAIR DATO: MAIVF-.ADS ADJACENT TO UL4LL UV CAP I' MAX. / MAX. O4TION 10' 16R • 154, NOSIN.s / AN N ANY C,pNT. 15 TF�ADB R M 10'. 1' NOSSJCa / VW LAIC C HANDRAIL HMlDRAIL LAR claaeG EECTiON0 / BE 4' VVOle 02 EaIALENT PAWLITY WINDERS- FIN. / S T 0 R . NARROW END 1U I' 12' W U / FROM N,ARROI _ BOLOS® ACOMeISLE 14' MPL HANDRAIL MGT. 1L-AM"' 1" 11 .11 / ANALL HAV! P001O TED ON T.ue etUpAee sND ANY SOPPITS HIII DDI71 SSM VM LIi ' 6T�~ BOAS Fent�. O ib L'u / 3-2xO SIT STRONGER ~ Q / REINFORCED SIT Y =m S 0=14T. BEAD OF SIIB-IiOO! ADHESIVE / I L.400 OR SIMILAR • 2 X 4 RE-INFOR-NG EA HORIZONTAL NIN m'-D' FIN. FLR / • EA 2 X D STRINGER SECURE W/Od 6'-V O `2X4 ATTACHED e1/ 10d MASONtY NAILS • 2X4 P.T. eL�ER INTO SLAM) OTNN r OF EACH BD, 32' = MAX rrLTAIR DETAIL DIM VARIES i0 c0 0 9 DETAIL (�,-,-�AARCH ALE, 1/2 . 1'-D' HANDRAIL • 36' OH 2X4 FM.WON THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R31OD2 NOTE. - HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I4't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/0'. 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 16018.1 / F.8 C. 2011 DETAIL @IHAPNDRAI�L E: 3/4'.I-0' i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesingroup.mm AA 9: 0003325 t 0 d 0 a '-summm Ae Lop SILVERADO LOT #53 BLK. #6 Pao"mTIII 04 28.002-53061 MODEL: 4EGB "GALEN" GARAGE 811111Fi?iG: RIGHT PAGE: DETAILS 150 MPH EXP. B DATM 1/18/19 SCALE: 1/4"=1'-0" atimm A1A W-4' BRG. WALL UN.O. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748076 FAX: 407-774-4078 www.abdeai8ngroup.com AA M: 0009325 f/l d 0 0 3 W i =a m o avaD:v. e6 Loz: SILVERADO LOT #53 BLK. #6 P1EO.TMCT/I 0412 . 02-53061 >,eonare 4EGB "GALEN" aw>tswaa awixa: RIGHT PACiS: SECOND FLOOR PLAN 150 MPH EXP. B L AR NO 93723 A Dw1/18/19 sIiaa:T A2 ROOF \----------_--- ,L26'-0' BLDG. HGt. W-8" 2ND FLR _ IB'-8' 2ND FLR BRG. BRG. W.T. ® 0' 4' RAISED LAND. TYP. V RAISED 12 BAND 4 1'" 3/4'�, 1 ,CIO'-0 3/4' 2N KFI-1FLR r— — -2ND F 8'-8' BR's. FYsT.� ,L8'-8' CLG. HGl ®ENTRY _ __-_---------- TN 14 �� ■■ ■■ ` " i, ( III FRONT , ELEVATION OFF RI� T S ' 2ND FLR_ \ 18'-8' 2ND FLR BF�s. HGTHT. W.T. F-1 F-1 F-1 TYP. I I A iv iv iv _-_�_ _N _- -_-_ _N ------ - _—___—_—_—_ 2 r- REAR ELEVATION SCALES 1/4 = I'-RD' TEXTURED FINISW AREA OF ATTIC = 1486 SQ Fr_ NET FREE VENTLATX)NAREA REQUIRED = 1/3M REQUIREDVENTIIATION AREA = 148E/MD = 4.95 VENTILATION AREA XSQ. INCHES PERFE(1441 = 71328 SQ IN. MN. REQUIRED VENTILATION = .SX 71328 IN UPPER PORTION OFATTIC 356.64 SQ IN. OFF RIDGE VENTILATION AREA = 115SQIN.PERVENT 356.64 /M TALBOFVENTS REQUIRED = 310M TALSOF VENTS PROVIDED = 4 -AREA OFATTX: IS THE PERIMITEROF THE HOUSE, 1$STHE OVERtliANG (WERIOROFWALLTO WERIOROFWAU, NOOVERHANGSINCWDEDJ THKX�! COAT CEhE3IT F%SMIt APPLIED DNMCMT TO MASONRY 4•=,4' GALV. I.' -TYPE PLASNNG SET IN PRSlRGLASS SHINGLES OVER 90 PEL PAPER ON TAW OA& S4EA7WM OR 14' CDX P'LlUIOOD 6ECl#ED PER NAILING BCNEDULETop. PIK RJR rPER MA,.j LOU-26 2.6 SYP m4FTERB OR� em-ENGfl TRUSS D.C. 4 WTHN W OF EACH END MAX SET N 614PSON raL Im" O!D SIEATNNG —/� I GUSSET TO BE SECUiED TO CRAM EL POR SOMIT 2X& PIW18 M RV Sd NAILS 3' OG PEItl1E:ER TOLE W rU LSD'= I. _,4• TO LEDGER A00 r2) IPd'� TO Ad JOIST 2 �_0' 0 3/4' 2ND FLR 3X6 eye PT _ FM. FLR/BRG. NCsT. ROD SP V2�. CLG. NGT. Or—) W n4N S' CP EACH END MAX SET N 62T60N 14104 61III9A TH EXPO)Cr S' MIN EMBED. DETAIL A SCALE: IR = I'-0' FLR I INJ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdes4p* 0uP.wm AA 8: 0003325 J h may.. 0 W c III 11.3 $UHDIV. 8c LOT• SILVERADO LOT #53 BLK. #6 PROJW 04128. 01-530 1 1[ODZIU 4EGB "GALEN" GARAGE SWUM: RIGHT PAGE: FRONT & REAR ELEVATION "H" 150 MPH Ey. B 191 DFORD" 1/18/19 8CA=: 1/4"=1'-0" 8irmw A3H OFF RIDGE VENT 2ND FLR BRG. HGT. ----' II �I I II 10'-0 3/4' 2ND FLR, JLL FIN. FLR./BRG. HGT. ----c-�— - — - — - — - — - — - — - — - — - — - — - — - — - — - — _ 8'-8' BRG. la'o ----"1 ----------------'-----------E ® ENTRY LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 12 OFF RIDGE VENT �5 OFF RIDGE VENT FLR BRG. HGT. 2ND FLR FINFIN. FLR W.T. _ 8'-8' BRG. HGT. . ENTRY 18'-8' 2ND FLR AJO--8' 2ND FLR _ — _ — _ BRG. HGT. 5W _ _ I' 0' 7T V-0. II I II 405 101-03/4'2ND FLR,_ I I 10'-03/4'�ND FLR ___ FIN. FLR , _____—_______________________—___ _____ �2 FIN. FLR 8'-8' BRG. 14GT* �'--- HGT. 0 ENTRY�_--- -------------------------------'-- •ENTRY ■ I II 0 0'-0' FIN. FLRFIN. II FL R -0'-4' GRADE (MIN.J --'— — - — - — - — - — - — - — - — - — - — - ------------- ------ -0'-4' GRADE (MIN RIGHT ELEVATION SCALE: 1/4 • V-®' TEXTURED FINISH I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 w .abdw*igroup.wm AA 8: 0003325 i q W O 0 0 w U N m 00 CAa CA a 0 aL7MM do LOT: S ILVERADO LOT #53 BLK. #6 PROJECT#- 041 8.002-53061 MODEL' 4EGB "GALEN" GARAGE IgVfMG: RIGHT PAO= RIGHT & LEFT ELEVATION "H" %150 MPH EXP. B PAX-40 AL ABOUCHACRA I L. AR NO 93723 DA M 1/18/19 SCALE: 1/4"=1'-0" SHEET A4H 1 ELECTRICAL LEGEND DESCRIPTION DAR D SWITCH Y SWITCH Y SWITCH ER SWITCHBUTTON rrnli ONNECT •IOSTAt f J F RECEPTACLE (l28VA0-AMP J a POLE) DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EOiUIPPED GROUND FAULT R)PTER/TAM'PER RESISTANT TYPE) DUPLEX OUTLET (HALF OF OUTLET D TO 6WITCH) ERIOR WATERPROMGFI EPTAO.E (GROUND FAULT RUPTER) 10V OUADPLEX RECEPTACLE ® WtDVV DUPLEX RECEPTACLE (FLOOR IOUNTED) 20V RECEPTACLE (4 WIRE SCISINECTOR) 1-0 AIALL MOUNTED LIGHT (LING MOUNTED LIGHT LIGHT LOOD LIGHT SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SQ FTJ am BULB LIGHT FIXTURE BULB LIGHT FIXTURE I BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH FALL CHAIN ER CABINET LIGHT ® ')t4' FLUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE 'x4' FLUORESCENT LIGHT (RECESSED) x PLM O CESS LIGHT CESS LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRIGAL PANEL (FIELD VERIFY OCATIGN) PIETER (FIELD H{a -BOX (WALL MOUNTED) -EIOX (CEILING MOUNTED) ILMG MOUNTED FAN NT AN (I CM PER SL't. PT-) ONE JACK DETECTOR (CEILING MOUNTED) ® AYES OIV It JACK -E PORT LOCATION OF TV JACKS 4 PHONE OUTLETS A FANS TORE VERPIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 6 A 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI 6 ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISGOMECT TO BE LOCKOUT IN PANEL • BATHROOM E)GNAUST PAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MISVIA OF FBCR iTH EDITION C201'T1 • LAUNDRY ROOM RECEPTACLE SHALL DE GROUND FAULT CIRCUT-NTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4(BX2) • ALL RECEPTACLE TO ISE TAMPER -RESISTANT TYPE BY BUILDER • ALL LAMPS BHIALL BEWEE AND ISTi OF LIGHTING ENERGY EFFICIENT TYPE PER FBL ENERGY CONSERVATION (RESIDENTLAL t?IER3Y CRICIBNGT) 20IT. 6th EDITION R404) PATIO I SWITCH I CABINET GFI I 9 (3RBAT MCM I ROOM 14* 0 WI PRE -WILD FUTURE MICRO. IO I DINM FOR CLG FAN II I REP,! i FOR LDW ,CFI I ---- ` Z°IF�I I I I PAN. PWDR "I".tF LA ® GFl 6 44' AFF.. CLG FAD , 1. FOR • III UI U DOOR ` BOLLARD AS REC. PER BLDG. CODE III III POYR GARAOB A FIELD \ III KEYLESS UJI - FIXTURE ILVERY -- GFI GARAGE IRRIGATION _ DOOR OUTLET • g, FOR PREWIRE 48' A.F.F. W I � LNIliY I '----' I1$ � I i 1 GF — — — — — — — — — — — — — — — — — — — — OPT. CDACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 • V-0' ®�Q��ev to �t•�t•1111�IE� evt_��t•�t_ ®E�o�_csom moo-T--'mo MEN lolo�-c�mlo oo�r_'>somm oQQ�� to m OtO'u'�00 O ®atone-�mo om�E©o® ®amp -mom o I®a®�WOMEN ®0000 m �0c.*r-r.-r.-Ter.-�0o0 E®LOt0 ®EEUWIEEF� �EDEE7 new INIU110 ill©00 EE�IL•EE�E�EEEE�ED o_m_c��.�I©o_�ta t��EEEsc�MEMBER EEEWIEEEEER SEEN = m 0 0 BROWN C7 150 AMP ELECTRICAL RISER NOT TO 6CAL! A ELECTRICAL IIATERAL6 AND "TALLATIO06 6HALL COMR.Y WITH ELECTRICAL. PROVIGIO16 OP THE PECK 1N LQIIIGlSiQO). LOCAL CODES. AND ALL LOCAL POWR COMPANY NOUNQENTA EA ALL CODUCTOR6 SHALL BE TYPE TH4NRNW LtiE66 NOTED anOR{gi. GRADE PROVDE Be ART. CM40 VOLT, I FNAW SECONDA IM ELECTRICAL EERV%Z. PROVIDE 3 -1 COPPER (OW N 1-141" CIA 60EDLLE EO PVC CODW OR PROVIDE A 7/10 ALIJ INN (AL) N 2' DIA ECHEDLLE M PVC CGNpurt UNJ2M SERVICfi I6 PROVIDED BY no ELECTRIC COMPANY. COOMNATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDt "/e Cu THW . w CI IN 2' CON7WT OR 3 MAD AL. THW . I% CU IN Y OONDWT. (CONCW7 TO TEMNATE ABOVE SORB • OYER4ANOJ COMBINATION S®Ev" BO A1NP DOCON ECT EWIANDT04 A00lNO VOLT ry ELECTRI C PETER IN I PHAEC NEMA 3R ENCLOOLM N'LO PANEL 1BEPNCMt EBGVICE CARE TELEVNIW ENTRANCE !B[NCE INTRGNCE ITQIIFI'ENT EORTlN 14TEMMTEN EIO DNG TERINAL AT LOW VOLTAGE CGTMECTIONS I M CI E mR = amwv CCNNEC7ED TO CONg1ETE IE11GG6ED HOOTER 6TEEL PER RECTRKAL PROVISION6 OF THE mm� EDITUM (20ITN BM' DIA X 6 PT LOW COPPER GLAD GROLI D ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abdesigngroup.wm AA #: 0003325 y 8 04 0 b O a avaDiv ae RAT: SILVERADO LOT ##53 BLK. ##6 PROJECTIP 04128.002-53061 "0DEL 4EGB "GALEN" GARAGE I!Il : RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B i 0. ABOUCHACIM L "AR NO 93723 r1/18/19 C- 1/4'=1'-0"T E1 1 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 " I'-0' SECOND FLOOR PLUMBING PLAN SCALE: 1/4 " I'-0' 2' VR 2ti V!: 1R y �� I V2'2"5 'I%LAv 1�2• �� q � 3 2' I WC it 3 �TuB KITCHEN SINK W/ AUTO VENT 2' VTR I I � I �WABIaER I I �I V2• 2• VTR .i PLUMBING RISER DIAGRAM co TO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-774-4078 www,abd�tgngroup.com AA #: 0003325 4 h V O O SUDDIV. & IAT S ILVERADO LOT #53 BLK. #6 PRO"=T# 04128.002-53061 MODEL.• 4EGB "GALEN" OARAOE S,IFTO: RIGHT PADS: PLUMBING PLAN 150 MPH EXP. B AL Dw1/18/19 SCALE: 1/4"=1'-0" SiIaET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENT$. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FA15 A MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (20n) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS i AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRICTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FW 6114 EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603) 'I. BATHROOMS C 74TANNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (20n) MECHANICAL CODE SECTION 403. 8, ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC CEILING O O EXTERIOR WALL PLENUM I 1 AIR RETURN InMTAM NFWS KVOMMDM aflAV s FOR MV M NO YW"EININCE ACCESS SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL CONDDOW b 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY:,, j PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (20n) MECHANICAL BLDG. CODE SECTION 30T1.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN, FLOOR OR WALL BRASS PLUG 4- FITTING OR EXTENSION TO I I SOIL OR WASTE AS REQUIRED — I WADE 8240-K JOSAM 560M I INSIDE SERIES NICKEL BRASS TOP CAULK J I P.Y.0 OPTI/SPEC H I_ I — — — — — —v 01NV. SITE SEE — PLAN nFLOOR SLAB CLEAN -OUT �TYPN ) 99 LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK --- BROKEN LINE- RETURN TIMM 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN A LIGHT O/A OUTSIDE AIR Q THERMOSTAT m PASS-THRU AIR GRILL CON0. UR M K YCIARD Mix (2) GA GY.V On CIP PER MOE 2'W. to SUPPORMa /M/ Mil PRODUCT M OK R /I4739M rC OMICRM FAD % S//Id `M14fA CONDENSINCs UNIT INSTALLATION DETAIL NTS COUNTERSUNK C.O. PLUG SEE SPEC. I'-8'X8' CONC. FIN. GRADE _ _ OR PAVING I — r a �� FITTING OR I I EXTENSION TO SOIL OR WASTE AS REQUIRED I I /P- -� --,�- -- I-y UINy.SEE 81�ANPLANPL (g)EXT. GROUND CLEAN -OUT (TYPN ) FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 - I'-0' ED 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngmup.wm AA 8: 0003325 h Pi 0 a C d i A aysniv ae L 071 SILVERADO LOT ##53 BLK. ##6 PAW"=TEII 04128.002-53061 W0DZl: 4EGB "GALEN" GARAGE 8WDtG: RIGHT PAGE FIRST FLOOR MECHANICAL PLAN %150 MPH EXP. B DATE:RENT 1/18/19 ICALE. 1/4"=1'-0" M1 align" v HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB a MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISM CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINMG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO W<k RECOMMENDATIONS AND FBC 6TH EDITION (20i1) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK --- BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN t LK-AIT O/A OUTSIDE AIR 8 THERMOSTAT m PA86-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL uWO M ,Itts RECOWDLED OLUMM FOR AMFLOW "° PLENUM*�R AIR RETURN 11114flDIMM ACM ON AND LIQUID COMM UNIT m BE SWURM AIR SUPPLYPGERANT LINES W" (2) ,x. aLV SFEEE ar am2'x••. m 9"WIMc 180 WH AIR HANDLERIOR WALL CM006m UNITVC CONDENSATE DRAIN LINE EVAP. TRAYLEEVE TO LMEB BELOW SLAB fl,/.�2-,/. mffR CUP Pm LINES TO E ere 1� roPcaREFRIGERANT ,6ItivatPLACONDENSING UNIT TRAP DRAM LIE AND TERMINATE e • e IN AN APROVED DRAIN, AS PER • • �• FBCR 6TH EDITION (2011) -ONORM PAD MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS UNIT INSTALLATION DETAIL NCONDENSING SCORIATED NICKEL FIN. FLOOR BRONZE FL. FL. OR WALL BRASS PLUG - - - - - -(I --� FITTING OR EXTENSION TO I I SOIL OR WASTE AS - REQUIRED I WADE 8240-K JOSAM 560M INSIDE ! SERIES NICKEL BRASS 70P CAULK CAULK J I P.V.0 OPTI/SPEC YINV. - I ------ SEE I -T SITE PLAN TFLOOR SLAB CLEAN -OUT (TYP.) NT COUNTERSUNK C.O. PLUG SEE SPEC. CONC. FIN. GRAD OR PAVING i� FITTING OR I I EXTENSION TO SOIL OR WASTE AS REQUIRED I I J I -�------- I- �.INV. SEE 9IANPLANPL nEXT. GROUND CLEAN -OUT (TYPN) SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w abdw4pgroupoom AA #: 0003325 d h k 11 0 b 0 aulmm ae I.oT SILVERADO LOT #53 BLK. #6 PROJECT# 04128.002-53061 MODEL 4EGB "GALEN" GARAGE arIMG: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN %150 MPH EXP. B DA MT 1/1H/19 EC.%=: 1/4"=l'-O" arxEET M2 e 2X4 TOP PLATE R FL PRE-FAB TRUSS IR' me BOARD 1/2• DRYWALL T'/Y' 2X4 WOOD STUDS 024' oc. FIN. FLR. NOTE: 51UD5 IN PARTITIONS SUPPORTING WALL HUNCs PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.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 R905.1.1 ON a• O.Sa SHEATWMG OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IQ' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY L_0' TYP. OH. .5/8• GYPSUM BI OR 1/2' Hr.W STRENGTH CLCs. BOARD 5' DIA SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS Za PIPE THROUGH BOND BEAM D1 SCALE: 314*-1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRIIVG— STRIPS • 24' O.C. a' cm 1/2' GYP. UL. SD.- WDOD BASE — 0'-0' FIN. FLR_ _ a . n W/ WINDOW OPENING V FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905A ON 1}• 0AB. SHEATHING OR CDX 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'-0' FIN. FLR 4. C B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL (52L)OLAYERIUN ERLAYMENT sYs EM scALE, 3/4.r•o' — IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6'151 eruc A:a M.L !K POR sY LK 2B GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90SJ.1 ON I' OU3B. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE I�_0• TYP. MTL. DRIP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT J PRE-ENG. GABLE TRlsB/ WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS VJ' WICK 2 COAT - MRILAND C22'ENT 14AMTFR AILED DNEGTLT To MAGCNW s GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL UPR*W PER STRUCTURAL DETAILS PRE-ENG UD. TRUSS CONT. 2x RAT RUN SECURED PER—ZZ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION If \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/1' THICK, 2 COAT—t-- PORILAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. RR e• cMu ;, .a • .4 n ti W/ WINDOW OPENING R-4.1 NSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. OZ. 1/2' GYP. ILL. Ems. WOOD BASE FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON J' O.SB. SHEATHING OR J' CDX PLYWOOD SECURED PER I'-0' FASTENER SCHEDULE MTL. DRIP EDGE 0, 2x FASCIA PER ELEVATIONS \ GRUSS VENTED SOFFIT `PRE-ENG. ABLE T \ `WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL 1 SCALE: 3/4'.1'-0• I*' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY al 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwabdmigngmup.wm AA #: 0003325 h V 0 g c E9 3 Sinmly. a LOT: S ILVERADO LOT #53 BLK. #6 PROJECT# 04128.002-53061 1[ODEL- 4EGB "GALEN" GA tACZ 81111MO: RIGHT PAGE: DETAILS 150 MPH EXP. B i DA 1/18/19 SCALE: 1/4"=1'—O" SITE= D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER -30 FELT PAPER OVER -30 FELT PAPER OR SYNTHETIC OR SYNT14ETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R90S.1.1 PER SECTION R905.1.1 ON I}' OSB. SHEATHING ON J' OSE. SHEATHING OR 1' COX PLYWOOD OR i' CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. Ep R PRE-ENG IUD. TRU88•- 24' OZ. MAX. LEV�ATIGN 24' O.G. MAX. METAL DRIP EDGE METAL DRIP EDGE- R-30 INSULATION PER ENERGY CODE FORM. 2x FASCIA PER—/ 2x FASCIA PER ELEVATIONS -m' OR 5/8' GYPSUM BOARD ELEVATIONS TYP. OR IR' HIGH STRENGTHTED / CLG. BOARD VENTED— VEN'IT SOFFIT b:2 FIRE -STOP SOFFIT / .4.1 INSUL. REFERENCE J REFERENCE I I STRUCTURAL STRUCTURAL a OW w a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL 'n 3/4' T 4 G SUBFLOOR 1/2' THICK 2 COAT E g GLUED AND NAILED 1/2' THICK 2 COAT- --PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY R DO FIRE -STOP �VLEVATION DO FIRE -STOP — SEE STRUCTURAL SEE STRUCTURAL— R LEVATION 5/W GYPSUM BOARD OR In' HIGH STRENGTH CLG. BOARD E'ER — - - � LEV€ ATfON IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MA FACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED PORTLAND CEMENT RRINIG DIRECTLY TO PLASTER APPLIED STRIPS 24' O.C. DIRECTLY TO MASONRY 8' CrIm MASONRY 1`12' GYP. WL. BD. WOOD BASE DO FIRE -STOP DO FIRE-STOP— '.0' OH. r F� w 6 w E v R-30 P48ULATION PER ENERGY CODE FORM. SW GYPSUM BOARD OR VI' HIGH STRENGTH CLG.BOARD bQ FIRE -STOP R-4.1 INSUL. 3/4' T 4 G SUEFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R TftLEvATON f_,�,,PER LEVATION 5/8' GYPSUM BOARD OR 1/2' HW44 STRENGTH CLG.50ARD R-4.1INSUL. bQ P.T. WRRWG STRIPS • 24' OZ. S' cm 1/2' GYP. IIL. BD. WOOD BASE ,�pp �w , �E _ �aQADE a n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'.I'-0' U41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 W Ww.abdeslgngmup.wm AA 8: 0003325 II 8 w Q h 0 a 0 fa g� -I x0 itq w m CA 0 0 i C BUHDIV. A: LOT' SILVERA 10 LOT #53 BLK. #6 PgtOJWTp 04128.002-53061 atODZEL 4EGB "GALEN" CAMAGM SWING: RIGHT PAGE: DETAILS %150 MPH EXP. B AJ I ARMAV A ABOA* ACRA AR NO 93723 � DA � 1/is/1a aCA=: 1/4"=1'-O" axaaT D2 TS 4' Er79EDM'EHr MN .Y FROM FLOOR TO I n--m—fu--m--rl B 2x4 ON FLAT TO BLK ILV CUT NAILS. SIDES 2X0 GARAGE DOOR SUCK W (0) IN )SW A -MOLTS 4• 61WZ EVT MN. W/ 2W-A WASHER AND NIT SPACED EN EWY FROM FLOOR TO GARAGE DOOR NOR N JOINTS PRIOR TO FILLM 1.2X/. PT BLOCK • CENTER OF ® DOOR FEADER WNWjW' J-MOLTS 4'EMBEDMENT W 290•kfi' WASHER AND NIIT. ®IA�LLEANCNORB SHALL SE N ACOORDANCE TO I ® r MAKFACTUNET" NSTALLATION WTRLUCTIGNS WNERE GARAGE DOOR T BUCK ATTACHMENT 4CAlL ra•.r� 8' f:l'TU DRYWALL 1'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND I-Yi INTO BLOCK ❑4 fMIR`WEAD W/ %' TAPCONS (MIN SHANK SIZE J45 SIZE 300 MIN. EMBEDMENT 1-)4- WITHIN 8' OF EACH END 4 I6. O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ),) DOOR JAMB TO BLACK +3/4 OR +5/4 wMM TO BLACK +9 4 OR +5 4 A SCALE: N.TS. 2X4: m SECURE TO BLOCK W/ T)G,' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MfN. EMBEDMENT I )i ) WITHN W OF EACH END 4 18' O.G. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-)W TAPCCNS(MML SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi )WITHIN 8' OF EACH END 4IB' O.G. MAX SPACING. 2Xg,®�I'XSECURE TO BLOCK W/2-i(.'TAPCONSIMIN. SHANK SIZE J45 MIN. HEAD SIZE 300 OORMIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END t Cm DRYWALL 4' OR VX2' P.T. NAILER OOR CASING JAMB OR WINDOW TO 2X PER ACTURES DETAILS. 18 Or- MAX SPACING.NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB 70 BLOCK +1-1wII(DOw To BLOCK +1-i12"E: N.T . 2X4m SECURE TO BLOCK W/' TAPCCNS (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X WOff. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECWRQE TO BLOCK W/J-V NON-STRUCTURAL V.- TAPCONS TAPCON MIN. 1 Yi (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT 149 • DRYWALL WUTHIN 8' OF EACH END 4 BOG. MAX SPACING. 1 OR I'X2' P.T. NAILER 2X8,® ❑ SECURE TO BLOCK W/2-%* 7(. OSJS. X 4• MIN TAPCONS (MIN SHANK SIZE .145 DOOR CASING MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT 1 Yi) ATTACH ATTACH TO 2X PER WITHIN 8' OF EACH t END TURFS DETAILS. IS' Or- MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOr EXCEED Y. ) DOOR JAMB TO BLACK +1-15 18' ell wD(Dow TO BLACK -104/ 8" Z' SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ V TAPCCNS (MIN. SHANK SIZE J45 MN. HEAD SIZE 300 MN. EMBEDMENT I Y4') WITWIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O:C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:m SECURED THROUGH SECURE TO BLOCK 8U/2-V.' NON-STRUCTURAL i(t' TAPCONS TAPCON MIN 1-Y4* (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCC MIN HEAD SIZE 300 MIN. EMBEDMENT I Yi) a• CMIII WITHIN 8' OF EACH END 4 JS• DRYWALL IS' OZ. MAX SPACING. 2X8:� ❑ I'X4' OR I-X2' P.T. NAILER SECURE TO BLOCCWR-(Xr' CASING TAPCONS (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yi)—ATTACH TO 2X PER WITHIN 8' OF EACH END t MANFACTURES DETAILS, IS' O:C. MAX SPACING- NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +2 1/4' WINDOW TO BLACK +2 1/4' " SCALE. N.T . 2X4m SECURES TO BLOCK W/ W (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6c SECURED THROUGH SECURE TO BLOCK W/2-%'N-STRUCTURAL %. TAPCON Milli. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 ' CMU MIN. EMBEDMENT I Yi) YJ' DRYWALL WITHIN B' OF EACH END 4 4' OR I'X3' P.T. NAILER 18' Or- MAX SPACING. El SECURE TO BLOCK WR-%' TAPCCM DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' oz. MAX SPACING. MANUFACTURES DETAILS, Na�M w w®o ro wu� av� mo wr oc�r� DOOR JAMB TO BLACK +3' E SCALE: N.TJ3. 2X4m SECURE TO BLOCK W/ Vr' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' Or- MAX SPACING. MUST ISE ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V,' TAPCONS(MIN. SHANK SIZE TAPCON MN. I-Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 11S•) 8. OF EACH END 4 8' CM A' DRYWALL 18' OC. MAX SPACING. 2X8,® VX4' OR IW* P.T. NAILER ❑ SECURE TO BLOCK UY2-%- 2ND 2X SECURE TO TAPCONE(MIN. SHAWK SIZE STRUCTURAL MEMBER J43 W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I V) --DOOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 1B' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3" F xTO BLOCK +- E. N.T . 2X4m SECURE TO BLOCK WNi TAPCCNB(MIR SHANK SIZE J45 MIN. 1 EAD SIZE 300 MIN. EMBEDMENT 1 Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END • MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL' SECURE TO BLOCK W/1-1/4' TAPCON MIN. i-Yi NK TAPCONS(MIN. SHASIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 C. a, cmMIN. EMBEDMENT 1V) DRYWALL WITHIN 8. OF EACH END 4 W O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2Xa=w SECURE TO BLOCK WWI-I.4' 7(R a' OSJS. X 4- MIN. TAPCONS (MIN. SHANK SIZE .145 DOOCASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. wn. MYff ,Y w®o ro::ws.�:oo wr o®r� DOOR JAMB TO BLACK +3-7/18" GwIN SCALE: Ivrs.DOw TO BLACK +3-7 6' 2X4m SECURE TO BLOCK W/Yi TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END t NOTE. STRUCTURAL 2X 18' OL. MAX SPACING. MUST BE CN OUTSIDE 4 2X6aso SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL V TAPCONS TAFC0N MN. 1-)'4' (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8' CM WITHIN 8' OF EACH END 4 A' DRYWALL IS' O.C. MAX SPACING. ❑ PX4' OR PX2' P.T. NAILER 2XBsm SECURE TO BLOCK WA-1/4' ' P.T. X 4' MM. TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTAGH TO 2X PER 18' Or- MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYI) DOOR JAMB TO BLACK +3 3/4' H WINDOW TO BLACK +3 3 4' ALE: NT . 04 wAft alp 10, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.mm AA #: 0003325 a) m d may.. O W 4 R nvn lv ae L7 SILVERADO LOT #53 BLK. #6 PROJECT/ 04128.002-53061 M[ODEIL: 4EGB "GALEN" OARJ►0E :IVIM0. RIGHT PAGE: DETAILS 150 MPH EXP. B ROLNO A ABOUCHACAA L AR NO 93M J r:Atj�1/18/19: 1/4"=1'—O"T D3 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 27325.1.2 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 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FU7676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS ML&UONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2029 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 FL 152795 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 20758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/23/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/02/2022 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 23223.2 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 4203.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/32/2020 FL 7006.4 BCO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 258.2 CASTCRETE STRUCTURAL LINTELS 2027 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W .abdwigngroup.eom AA M: 0003325 h L4 a ra ra O a U d 0 3 BXMDIV. ae LOT: S ILVERADO LOT #53 BLK. #6 PROJ=T/ 04128.002-53061 MODEL: 4EGB "GALEN" OARAOE OWWO: RIGHT PADS: PRODUCT APPROVAL LISTING %150 MPH EXP. B r ARCHnWT: -\ D M 1/18/19 SCALE: 1/4-=1'-0" 8*1z= D4 PR>g'OIR•!D CONTROL JOINT RAGE OF CONTROL JOINTS TJ BE UREO TIED TO LATH . S' OC. MAX (VEMI l NOTE, DO NOT FASTEN COJfISOL JOINT TO UlA.. EVEN F STUD EX16TS BEYOND EbCEPT STAPLES UV Z LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION 1AI. ,—RS TO NE SPA�-� • I. OJ:. MAX VERi1CALLY f i' TFUCK, 3 COAT CEMENT PLASTER UAlD LAYER 7. FORTFIBER 15U LOM PAPER APPROVED METAL LATH FASTENED .T (VERT-)OC. MAX AT SUPPORTS URD LAYER OIL STUCCO WRAP UIDOD SMAT14 NO \ 1' ro I• LATH 8Fb1LL NOT aw m ISECQNTMJWm s•ro s• ex rro s• THROUGH 0241`I1101- JOINTS BUT SHALL \ BE STOPPED AND TIED AT EACH SIDE. PER ASTM CW63 F7UOVIDE 7%4 BLOCKING TJ014 PLACED FLAT MAX 6' TO S' Nam,\ FROM CONTROL JOINT UIEN / CONTROL JOINT FALLS ON / 6TIMiCTURAL STUD L FASTENERS FOR LATH To eE NAILS STAPLES IN COMPLIANCE IV ASIM CM63 i 2. UIRE TIES TO BE (NO. IS) 0IN b. UIIRE / 3. BLOCKING SWO;m MAY BE M ADDI71py \ TO WALL STUDS REQUIRED PER OLroLDw.w.Nv.A OLFOLD-- Pr. A T. GWAN. PT.m N. C!1!E . PT. C e 0— r ® LF0.D .WINO. R.A T. CTCA91 . FT. R 1 aTwA91 - PT. C A. PCLD R. C ONR PI. O TWL FT. C TOIOt<S ROTCM RAN91 M s� r .OrTC•IH RANG{ D.TIR 110NR 91.4E TOLD, ma Um w. IT TNOC 3 COAT CEMENT PLATER rPR/M) W' ] fa AT GEM"P TYR fcmv URN LAYER 4• FORI (DER SUILDN6 PAPER rT w a w URN LAYER'1, STUCCO WRAP(Rw! ON.T) APPROVED BUILONG WRAP SHALL BE LAPPED A HMI LM OF 6' . VERTICAL LAPS (ROLL ENDS) A 6' • HOItlZONTAL LAP& ALL SE/Y•IS NEED TO ME TAPED WTH FORTWER SNEATHM6 TAPE / r l LAP . III LAIN \ LATH VERTICAL LAP TO BE I' IT METAL LATH UM LAYER -4, STUCCO WRAP IWLcw Y URN LAYER -J, FORTIFISER \ BUILDUG PAPER 2 P SCALE: I VJ'.I'-I' ® KICKOUT DETAIL a"UV WATIR TIOW MAL (WIND oR I1DNa QMHCEJW wr.4u Tnoraur Ai OOTrO1T Q ROE! 1 NneaEerae3 I rTw LATw M. 4•oa ALL LAP bl2ML SIDE LAPS OF METAL PLATER BASES SHALL Be SECURED TO IRAING P'EMSERS. THEY SMALL BE TIED BETUEEM SUPPORTS WITH 0A41S-IN. (121-MM) WOW AT INTERVALS NOT MORE THAN S' (]29-MMA A PER ATM C"3 TSA FOR REPAIR OF TEARS N UM LAYERS, TEARS MAY BE PATCHED WA40ISE URAP TAPE PER MANUF. SPED OR PEEL A STICK i' THIM 3 COAT CEMENT PLASTER FETAL LATH URN LAYER •J, FORTFIDER BUILOMG PAPER U 110 LAYER 9. STUCCO URAP UI)OD SNEATHM6 WOOD STIR SMATHNG PAPER STUCCO .- L63 Z4 VAJOI WOOD SHEATHING OR C IU WREi LAYER II, STUCCO WRAP (FRAME ONLY) I}' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB I TAPE OVER ROOFNIALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING 5 N.T.S. UIIAP MATERIAL) OVER APPROVED NO" UIIGUP. FLA&WN6 TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE of / SELF-ADF1041N6 MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — ==IRED TO BECURE PIPE/ WINE TO FRAMING PIPE kITC, NETRATION DETAIL (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R*103.1.1 / A5TM C-S4'1-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 T .abdesigngroup.eom AA S: 0003325 h e O C 2 SiJHDIV ae LOT SILVERADO LOT #53 BLK. #6 P1oj=T# 04128.002-53061 1[ODEL: 4EGB "GALEN" oA AGE 81WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B A DRMT w1/18/19 SCALM 1/4"=1'-0" rs*13= N. WA1 BACKER ROD BACKER ROD URB LAYER 9, 671,11G!-0 WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6ECUEN 'E OF FLASHING TO BE: 1. BOTTOM, 2. SIDES. 3. TOP VENT CAP 16 TO BE GET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. & CAULKING • JOINT ALL AROUND PER SECTION R70&7 Exderlor hMng and amderino Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lath ng and framing shall comply with ASTM C 1063-12A. �.. HOODED VENT THICK, 3 COAT CEMENT j PLASTER METAL LATH UIZB LAYER "2, FORTIFIBER EillLDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH X—x—X—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, 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 FLASHINCs UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP d SIDES 0 DRYER VENT (BLOCK.) BUILDING PAPER OVER 'QUICK FLASH' — — — —I PIPE THROUGH WALL 1 V SELF ADHESIVE FLASHING (INSTALL PER MANII=. 8P NG BUILDIPAPERR / UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO /.11�GFi 1 V I"L%rG1 VL STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON 1 BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING LAYER 'I, BTUGCO WRAP LAYER 4, FDRTIFIBER BUILDING PAPER METAL LATH CONS _r--FHGH • UID DD CONGTRJCTION FASTEN TO UIOOO 6TRUGTURAL MEMGER T' OG. MAX 6, CM 36' TO A' MID-uwLL ILEEf• GCREED = A AC4"lVE FLASHING. CLEAN MASONRY BEFORE APFLYNS V FNIBH • MAe0Wr HORIZONTAL WEEP SCREED (FRAME TO BLOCKI IUR CUT OPENING IN STU COYER WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WR5 LAYER M, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING WOOD SHEATHING OVER BOX AND OVER APPROVED WRB LAYER STEP #1 APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC APPLY 60 MIN - GRADE 'D' FELT OVER SELF-AD14ERNG FLASHING OVER APROVED HOUSEUIRAP STEP #3 8' STEP #2 WRB LAYER 01, STUCCO WRAP ® MEMBRANE rLA MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOI"ERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) 1 METAL LATH STEP 05 STEP #(o (A)ELECTRICALRECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 N V G 0 F [PROJMT# UBDIV. at LOT: SILVERA I LOT #53 BLK. #6 04128.002-53061 MODEL: 4EGB "GALEN" OAR *.GE 811111INO. RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B IF P111111" DATJM 1/18/19 SCALIM 1/4"=1'-0" sI'IEST WA2 LEGEND DRAINAGE PLANE (WRB LAYER '"l, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — - — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER E SPAGIWs ®"I' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdmlgngroup.wm AA 8: 0003325 h V �i V t 0 b 4 C sL lmm a Lotil SILVERADO LOT #53 BLK. #6 PROJECT/ 04128.002-53061 MODA7. 4EGB "GALEN" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B RM#V A. aBouct` CPA L AR NO 937= J Dw1/18/19 SCALM 1/4"=1'-0" skin= WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRS LAYER 02 (FORTIFI5ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHINCs — — — — MOOD SFEATUMG— WEATHER REM67IVE NARMER'I REATNER REWSTIVE BARRIER I Vwl-%Ar SIDNG 6' SELF-ADNERNG FLASFING STARTER STRIP \ \ DO NOi GALLK OR \ 8EAL4�ltlG. \ = _ R \-MARIOERESISTNE \r1/�eARtlE WEATHER RESISTIVE BARFSER 4 'r-- •' SELF-ADFERNG FLe CsALV'D METAL 'UIEODSTRW� \ / 'u1oW TFUM HE SEER SEAL OAP WNCAIILKNG OR APPROVED SEALANT lifeCASM SIDING TO STUCCO 0 BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.mm AA 8: 0003325 h V O G O a aulm ac LOT SILVERADO LOT #53 BLK. #6 PROJECT/: 04128.002-53061 b90DR .: 4EGB "GALEN" GARAGE BVIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B AL DATE: 1/18/19 scAum 1/4"=1'-0" 811ZZT 16. WA4 00 I i \ --- -----.---_-.._------�----'- � - - — ! 2x6 SUB-BANb W/l'x4' NOTCH /-- - -- - -- - ' ! END, WRAPPED IN ` PEEL 4 STICK DRIP EDGE !� 1-- -- -- — : A -1/8' TEXTURED I \\ FINISH m WOOD I \ \ 11/55 1/2' TEXTURED I \\ ® \ FINISH CMU % \ \ i ✓ METAL FASCIA \\ WRAP Ys' FROM \\ STUCCO, I' FROM -- -- — a WOOD WALL \\ i EXTERIOR WALL \\ e\�\ (FRAME OR CMU) \ \\\ NOTE: NOTCH FOR 2X6 \\ \\ SUB BAND ONLY \ \ \ \ ®ELEVATION ®PLAN A VS' TEXTURED FMISN • WOOD. 1/2' TEXTURED FINISN • CM! x . ffj METAL LATH x x x x x x x x METAL FASCIA WRAP; WOOD 81-MATWING x x x x x x OR Cm WRB LAYER N, x x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x _ - WRB LAYER 42, FORTIFIBER K x x x x x x x x x x x x x - -- BUILDING PAPER (PRAI'E ONLY) i x x x x x x x x x x x x x FRAME OR CMU 2X6 eue RAND —ROOFW. GENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x _ DRIP EDGE METAL Kaac out x x x x x x x x (REFERENCE POINT ©PL AN 8 x x x x x / ONLY • FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF- DECK (BEYOND) \ DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH o CMU -2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -SAND W/%'x4' NOTCH is END AL FASCIA WRAP P EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Cam) WALL SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT f ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t�'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdmfgngroup.wm AA B: 0003325 h V a 0 a aysaiv. 41C Lo1'. SILVERADO LOT #53 BLK. #6 PROJECT# 04128.002-53061 MODZI: 4EGB "GALEN" GARAGE ar/ING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B D � 1/1B'19 SCALE: 1/4-=1'-0- aliEET WA6 AA•1t" 2'-0" 8'-8" 2'-D" 4'-8" 2•-8" s 16'-0" 2'-W 17'-4" 21'-4" 38'6" FOUNDATION PLAN SCALE: 1/4 = i'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -4-0", 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 17 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. VIANDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAVNGS FOR WALKWAY SLAB LAYOUT. 11.13NDICATED #5 BAR, M4DICATES #6 BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 513, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT MW PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 6x6 W1.4—.4-ER GENERAL 3 1- 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 16' CONTINUOUS 16' - (2)#5's 16, CONTINUOUS 19, - (2)#5's VARIES FFMC-16.18 12, CONTINUOUS 17' - (2)#5's VARIES 8"SEE PLAN 8" 17, SEE PLAN 8"-(2) #5's + Y' IT CONTINUOUS 16' (2)#5's VARIES 24" 48" 1Z' (2) #Vs (4) #5's (+)0-0' FM-12X72 17' CONTINUOUS IT - (+)0-0' F-24X24 24" 24" 17, (2)i5's 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abdaslgngroup.wm L AA #: 0003325 d h O O st;zml ►. aA rJor SILVERADO LOT #53 BLK. #6 Pno"MT10 04128.002-53061 xoaai:. 4EGB "GALEN" GARAGE 811MG: RIGHT PAGE: FOUNDATION PLAN & NOTES %150 MPH EXP. B DRINT ATIM 1/18/19 scALE: 1/4"=1'-0" aHEE'1' s1 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED 2 STEEL REINFORCING IN GROUTED v CELL SEE PLAN FOR SIZE AND ¢ a CELL SEE PLAN FOR SIZE AND q >.��v �} SPACING REQUIREMEMS 0� ¢¢ SPACING REQUIREMENTS !r �q. GARAGE DOOR m U w m w _ ... _ ••. W RECESS m- J v iL Q _I q -T� FM n ¢ y - Z 8" CMU WALL O 1n - 8" CMU WALL I ffff CORNER BARS, SAME SIZE AS BAR rn W W= 8" O ion ro _ Z fO - * -0• 1•. I IN FOUNDATION WITH 30" LEG EACH • �I'' i-oo a p-0" d WAY AT ALL CHANGES IN DIRECTIONS rn y TOP OF RI AS TOP OF SLAB I ... ••'' SO THAT THE STEEL REINF. IS CONTINUOUS .1 ~� MATCH AMOUNT OF CONTINUOUS BARS •I I CURB F - EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (I -STORY) #3 18' r - EXT. PORCH SLAB luj' -VARIES _ SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER 1STORV �' ILL ''-q CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE 7p. MASONRY ET UNITS SET AT ELEV: W/ 1/2" ISOLAnON JOINT (WHERE < 6" CHAMFER (2STORY) 24" W/ 112" ISOLATION .< 6" CHAMFER (2STORY) 01_ APPLICABLE) Z SEE SCHEDULE #5 3a' JOINT (WHERE. APPLICABLE) 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING �L FOR WxD, BAR SIZE 36" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:3a=r-a 2 GARAGE SCALE:3/4"=r-a• CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=7'-O" SCALE: 3/4"=7a' LAP TOP PLATE A MIN. OF 48' --�-_ AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4" M BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W WALL W/ SYP No 2 STUDS SEE W u PLANS FOR SPACING. SINGLE 2" CAPPED 0 N NEW REINF. BAR BTM. PLATE TO BE PT. GALVANIZED PIPE O m SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO W/FLANGE BASE d I EPDXV. MIN. EMBED SLAB W/10d MASONRY � Q 8", UNO NAIL 16" O/C STAGGERED. FOLLOW ALL MANF. 9 SPECIFICATIONS FOR co co a) USE AND SECURE FLANGE TO PREPARATION OF W SLAB W/(4) 1/4" X 2 1/4" Z HOLE, K SEE SLAB SCHEDULE TAPCONS W1 Q Q- TOP OF SLAB 4" CHAMFER (1STORY) -.-4- 4 . 6" CHAMFER (2-STORY) e EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE BAR QUANTITY 5 BOLLARD ADDING BAR TOAND R CURB FOUNDATION WOOD WALL SCALE:34"=1-0 MONOLITHIC FOUNDATION (DVIETLE :34"=,'-a (NO UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z ¢a o> <t mW U_ a (X N O 8" CMU WALL POURED LINTEL CONT. (TYP.) '+p. 8" CMU FILLED CELL (TVP.) TOP OF SLAB I•. - 2X WALL FRAMING • IT SEE SLAB SCHEDULE , 1/2" DIA. USP 725OSD BOLTS 5" Z ? a' MINIMUM EMBEDMENT INTO � "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND 4 ' CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX =�-y POURED MONOLITHICALLY WITH . _ '------ FOUNDATION AND SLAB SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO FOOTING AND COL. PAD BLOCK WALL CONNECTION 10 scALE: 3/a'•=r-a' 11 L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 q! oV V 0 mO Fe G acreniv ee IAT: SILVERADO LOT #53 BLK. #6 PllOJSCTjp 04128.002-53061 acoDB .: 4EGB "GALEN" GAP-4Za STIMG: RIGHT PASS: DETAILS %150 MPH EXP. B ' 0 11 A CRA L AR NO 93723 J DA 1/18/19 scALS: 1/4"=1'-0" 8211= S1.1A i2•e^ r-a^ FIRST FLOOR DOWEL PLAN SCALE: 1/4 = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abditWigroup.eom L AA #: 0003325 h W O V O a SILVERA 10 LOT #53 BLK. #6 Pnon=T# 04128.002-53061 MODEL: 4EGB "GALEN" GARAGE BVfMC;: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 150 MPH EXP. B i ! w—T—on D TM 1/18/19 aCAI.E 1/4"=1'-0" smscur s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/iP HOOK Z GROUTED BOND BEAM iv VARIES PER ELEV. Z 4 do .I Q p CLEAN OUT REQUIRED ¢ FOR INSPECTION Q a0 a •� '. ;•a I TIEVERTICAL REBAR n ! • TO HORIZONTAL REBAR W/10'HOOK �L r— BAR SIZE 48 BAR DIA Z #3 18" > #4 21, �U #5 30, #6 38' #7 42' HORIZONTAUVERTICAL � REINFORCING SCALE: 3/4'=1'-0" OFFSET METHOD CONTINUOUS BAR 5I7E 48 BAR DIA #3 18' METHOD #4 24" HORIZONTAUVERTICAL #5 301 REINFORCING #e #7 47 2 ' SCALE: #5 BARS E 8" 1 0" Eli OMU UNIT DIMENSIONS ARE NOMINAL SIZES ro MASONRY SYMBOLS 3 SCALE: 3/4"=14" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.eom AA #: 0003325 y O y4 4 F Sulwiv. ac LOOT SILVERADO LOT #53 BLK. #6 P1lOJECTp 04128.002-53061 MODEL 4EGB "GALEN" CAP40Z 93WMC: RIGHT PAGE: DETAILS 150 MPH EXP. B 191 A N DA 1/I8/19 sc.%=. 1/4"=1'-0" SWEET Sl/� . 2A 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. SMALL JACKS < 9' MAY BE NAILED W (10)<7 x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x i 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOVVN 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 IDESDFUIPTION REMARK Oi (2)2x6 O(2)2x8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�) WxH, REINFORCEMENT STIRRUPS REMARKS BTM- TOP MID SIZE SPACING B81 MASONRY 3000 Bx8 (1)#5 N/A I N/A GROUTED SOLID 882 MASONRY 3000 8x16 (1J #5 (1)#5 N/A N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS CAMFGNIe SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD PLF TYPE BIIB 4i304 N4248 m"m I 4R840 I 4PN48 I mm Ii0fm TYPE II ..... I RCI LENGTH M-W (42") PRECAST 2231 4'4 (4r) PRECAST 1088 4"4' (54') PRECAST 1600 4r-4' (64-) PRECAST 1217 9-10- (70') PRECAST 1002 68 (70') PRECAST 9oe r4' (00'( PRECAST 743 W-C (11r) PRECAST 664 1S4" (12n PRECAST 475 1T C (180') PRECAST 312 Ira (144') PRECAST SIT 14S"4 (7069 PRECAST 206 W4r (161') PRECAST 279 1P4' 1178M PRC-SIIESSED N.R. 194' (IM PRE NA 1r4' Mn PRESIREWM NA 1r-C QM PRESIRENED N.R. 211-C CM PRSBRE88ED N.R. 22'4" OM PpEDREIRIED NR era PREBIREBBED 0��0000 000v©ov �OmOm�� mm000�0 mo®�oo� 0o©v®ov mKMZZ:xQRow "or==— mmm0000 ml=lw=m 1=T m©om=m 0©000 m©00©0© m�000Q1�' 0000000 00000 000voov 00000 oo®moov o�0©Do0 oom©000 000©000 000voov ©�00m00 NCR0000l0 o©©©©©©, 00MMAI" �0�00�0 0��0000' DDDOOm©'. ��0000� 000©000 ©000000 c mA 1s I -1 4-0 1 « 1 m I ,1M I un (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. •ALLVALUESTAXEN FROM 'SAFE LOAD TABLES' BY C ASTCiETEMIAY 2018 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS rd (4n PRECAST I= I= I= fd (Mn PRECAST 765 768 1300 f4' F9 PRECAST Mm 601 1073 S-4 on PRECAST 411 411 746 4-10' (70') PRECAST US 338 MS Ss cm PRECAST 6W 721 400 rd' On PRECAST 424 W4 368 v-C (11:m PRECAST 22S 612 280 104" (12n PRECAST 204 401 180 114' (13r) PRECAST 200 452 164 124• (1441 PRECAST 244 402 IV I" (ISM PRECAST 217 W4 110 140 (ign PRECAST 206 288 IDS 14'-8' (Im PRESIRG88Eo NA 284 m 164' (Iwn rmal 8fED N.R. 20 83 ir-e On PREVRESIED NR. 194 84 1Y4' cm PRE>TI NA 14e 62 21'W On PREFIREINIED NA 125 42 2r4' PM PRESIRIMMED NA 110 40 W-W Mn PRE67REIISED NA 81 a8 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT �0000000 moom000 O�DODmO 00000mo �o��r.,0000 omoo©©o o ©Olff�=mz m OEM,= I=m �oo©omoo mQsa�cas��m�+ ©oo��r�ca �oo�n�-gym m��'1Q!�1d9@1 INEAEPQIGTCZ' OOEM Q'@m=K MEMO=, 1�!!Q'.Q1@1 _ _, O�Q1Q"��Q1Q1' mOQCc�'�G7"GlT,�l� ©moo-,Q-�rr�!cr (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR - PRECAST PRODUCTS BY07HENTO MEET OR EXCEED VALUES STATED ABOVE • PROVOE MNMUM COF REARING PAST EACH 810E OF VATB)OW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E. C, P. CORPORATIONLASTEIRETE DIVISION ACCEPTANCE #: 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4 = 1'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abde Igngmup.wm AA #: 0003325 0 rq 0 O a aUDDIV ae LOT SILVERADO LOT #53 BLK- #6 PROJMT# 04128.002-53061 MODEL: 4EGB "GALEN" GARAGE SI MTG: RIGHT I PAGE: FIRST FLOOR IFT BEAM PLAN AND NOTES (CAST-CRETE) 150 MPH EXP. B 9 ROLW A ABOUWACRA AR NO 93723 DAR � 1/18/19 SCALE: 1/4"=1'-O" axEET S� NOTES TO THE INSPECTOR/CONTRACTOR TYP. 9W 115 1. PLACE LINTEL ACROSS TOP OF OPENING. 61 BOND BEAM BOTTOM 2. IF STEEL IS REQUIRED PLACE#5 BAR IN LINTEL* .r4V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING VW PLACE STEEL HEIGHT. OF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TVP. 8'ki6' fo #5 CORNER BAR W/ 30" LAP FOR EACH 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH ALINTEL THE BOTTOM BOND BEAM O� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / THE TOP THE LINTEL / 8. UNO MASONRY BEAM IS TO BE NOT LESS THAN i6' DEEP. VERTICAL REBAR VW 10" HOOI( ��Q P05� � 8x16 DBL BOND TOP OF QEL� BEAM W/ #5 BAR BOND BEAM �\0��.`L 9 EACH COURSE Bx8 BOND BEAM TOP OF OQ��Vt� W/(1)#5 BAR BOND BEAM 30" TYPICAL F = FILLED W/ GROUT I �0� U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 �/c o 16-1T/1B M�� �RETE LINTELN7(1)#5CBAR(L2) NOMINAL MASONRY p. LENGTH OF BAR=WIDTH OF Q HEIGHT CORNER 0 OPENING_1. #OF#5EAMC BEAM DESIGNATION BOND BEAM COURSE OR REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM Bx8 PRE -CAST CONCRETE G SCALE 34'"=1'-0' '� THAT XFXX-1T/1M/OB INDICATESA DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Lt)REFER SCALE: 3/4"=1'-0" AND XFXX - 1T/OM/0B INDICATES SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE. 145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 3 19 PRE-CAST.a 2A (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SILL z - SLOPE SIZE.145 MIN HEADSIZE.300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" 7 O.C. MAX. MIN 1-1/4" O ' Z� m EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3/16 TAPCON VE PIN N OPEN FACE SHELL SO SHANK SIZE .11 5I MIN HEAD AS ALLOW BENT OO 2X4 SOLID BLOCKING BAR BE C D IN 1S/14'E 83 fROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM VW 7116" OS8 SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION ��� CORNER BARS `* ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 7 12"=1'-P rJ J SCALE:34"=1 0 3 SCALE: 3/4"=1'-0' PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL a I I SINGLE #5 CORNER BAR, 3OX30 TURNED Up ORTURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 6 II I II / ER PROVIDE #5 BAR OR DOUBLE REINF. BAR(S), AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THPIER GROUTS BENEATH BOND. BEAM CHANGE �XAT LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/a"=1'-0' 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W W W.abd¢SI81L(,R'08P.Com AA #: 0003325 d O O 9 BUDDIV at Wo SILVERADO LOT #53 BLK. #6 pitoamT/1 04128.002-53061 MODaL 4EGB "GALEN" GARAGE SIVIMO: RIGHT PACE: DETAILS 150 MPH EXP. B ROLW A. L AR NO 987= � DRMT A 1/18/19 11CALE: 1/4"=1'-0" 01HEET s2.1A. FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9)10d x 1 12" HDG NAILS. SMALL JACKS c W MAY BE NAILED WB (10)d x 1 12" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF UNTELS 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, A77" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: i. 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. AVOITAD CING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAININ ATPLALEAST B" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE Sim a BASE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK 414 (3 12'X3 12") USP HTT4 W/ 5/8" DUl x 6' Di SYP. PT, WOOD POST EXP. BOLT e' ® DOUBLE STUD 4x6 (3 VYx5 12") USP HTT4 W/ 5/8" DIA x 6' s® ® SYP. PT, WOOD POST EXP. BOLT GIRDER TO CMU WALL VW USP LGUM26-3 W/ (4) 3/8" X 4" WEDGE BOLTS TOCMU B(4) _ 1/4" X 3" WS3 WOOD SCREWS G:4500 LBS WDt ---- _— --F--- 3-PIY G: 4246 k FEW- Izt -------- _ I --II - n 111 —IJ-— I PREFABRICATED FLO DR --- TRUSSES 24"O.C. --G: 4246 LBS- ---- -FT4 -_ TAPPLY DRAFTSTOPPING ALONG THIS TRUSS AS TO \ = LIMIT AREA T01000 S.F. 11 tljlJI FT911 FBCR 302.12 1 11 IL 11 —4 —2X4 WOOD WALL W/SYP FT3 NO. 2, STUDS @ 12' O.C. fREFABRICATEDWOOO FLOOR _---_ TRUSSES @24"O C.MAX I OE 3 I 4 3.1 FLOOR FRAMING PLAN SCALE. 1/4' • 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA #: 0003325 J q M O O 6M. k 5 If w Uj O W m a SVHDIV. dt IAT•. SILVERADO LOT #53 BLK- #6 [PRO T o 04128.002-53061 MODEL 4EGB "GALEN" GARAGE SWING: RIGHT PAGE: FLOOR FRAMING PLAN %150 MPH EXP- B :ouw A ABOUCHACRA An NO 93723 J DAM 1/18/19 SCALE: 1/4'=1'-0" DIME]" S3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA 2x4 BLOCKING BETWEEN 24" O/C, SUBMIT SHOP "ROOFANALL/FLOOR TRUSS (DIAG. BRACE TO TRUSSES VMERE X-BRACING IS PRESENT AT DRAWINGS FOR REVIEW SHEATHING COVER 5 TRUSSES) 4'-0" O.C. AT SHEATHING AND APPROVAL FASTENER SCHEDULE" # 1175 UPLIFT USP SEAMS) PLYWOOD SHEATHING, SEE 2) USP HTAI 6 TRUSS ANCHOR HTWM20 W/1010d TO 0'-0'TO 30'-0"(1)"X"BRACE "ROOFIWALL/FLOOR TH (9) 10d x 1 12' NAILS TO TRUSS AND (4) 1/4" x 2 1/4'• 30•-i" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/SINGLE TAPCONS TO CONT (1) "X" BRACE Q CENTER TO ELK W/ 12" CIA FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #•2 Z'X6"X4'-0'• POURED LINTEL (2) "X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' A-(1)USP HTA16 TRUSS ANC WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d FROM CENTER TO END. WASHER SET IN HIGH 10d x 1 12" TO TRUSS. FL#17680 ND OVER TRUSS (NOT NAILS, 2 ROWS, 3' O/C TO # 1900 UPLIFT (2) USP 2x WOOD FASCAF* STRENGTH EPDXY 8' B-(2) USP HTA16 TRUSS ANCHOR WITH (9) HOWN) FACILITATE 2-PLY HTWM20 INSTALLED ON PRE-ENG TRUSS SEE ARCHITECTURAL MIN. EMBED. AT 37' OC 100 x 1 12" TO TRUSS E4 STRAP, FL#17680 SED IN CONJUNCTION WITH CONNECTOR. OPPOSITE FACES OF MAX DEL' 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR BLOCK WALL W/1010d TO PRE-ENG GABLE TRUSS SECURE GABLE TO D18 OVER TRUSS (NOT SHOWM) L#17680 TRUSS AND (4) 114" x 2 1/4'• P.T. PLATE W/ 12?s 6' TAPCONS TO CONT CONTINUOUS BOND BEAM STIFFBACK (AS ER O.C. MAX x2, 2z WOOD FASCIA (A) USP LGT2 W/ (5) 1/4N3" POWERS WEDGE POURED LINTEL ONT. 2x4 SECURED VW 3EE ARCHITECTURAL BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SNOYMJ) (2) 10Bs EACH TRUSS Iz SECURED VM (3)18tl (B) USP RFUS STEEL CONNECTOR WITH (4) TO E D 3ALV. COMMON NAILS. ENGINEERED WOOD 3/4'x8" WEDGE BOLTS AND , t0'-0" O CST x2 SEMAX CURED W410d TRUSSES @ 24•' O/C, tz2 2x WOOD FASC W (12) W53 SCREWS FL4'6723 3ALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 7' O/C FOR REVIEW 2x SECURED VW (3) 16tl AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED ix2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE FOR GALV. COMMON NAILS BE SOLID, 8" EACH WAY OF BOLTS BOND BEAM REQ, MASONRY BOND BEAM 770� SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3960 LBS, L1785 LBS (2PLY) TAP CONS MIN. 2' (STRAP)2 A ALLOWABLE UPLIFT = U:1B70 LBS, L 13101.B5 S ALLOWABLE UPLIFT = U:9000 LBS, L1310 LBS (4 WEDGE BOLTS IN RFUS) COVER 2" APART (5 B ALLOWABLE UPLIFT = U:2430 LBS, L13,OL ( STRAPS) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1A 1 B TYPICAL ROOF 3 scA E 34'=r-m scALE:34"=r-a GIRDER CONNECTOR(S) 2A 26 SCALE 34"="°' WALL W/ GABLE END GIRDER CONNECTORS) &PLOCK SCALE:3/4"=V-6' RE-ENG'D TRUSS 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W (2) 16d TOENAILS DOUBLE TOP PLATE LSTA12 20 GAUGE W/ 10dx1/2 HPG COMMON NAILS. @ EACH END TOTAL OF 10 FLOOR GIRDER 1TT4 W/ 5/6' A.B. WITH AIN. 7" EMBEDMENT TO SLAB & (20) 16d x 2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST. WALL W/ SYP No 2 STUDS SEE POST 10 SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING °. 12" GYP. WL. BD. 5 GIRDERM/OOD POST CONNECTIONS _•a•,� � ,•.. ' SCALE: 3/4"=1'-0" FLOOR TRUSS CONNECTION L.B.W. 4 scALE 34'=,-a (NO UPLIFT) NOTCH DEPTH IWO HOLE EDGE >5/8" I' OLE DIAMETER < 2/5'D SGL. STUD OUTER 113 OF SPAN ONLY HOLE EDGE>5/8" BTM. HOLE DIAMETER PLATE < 3/5"D DBL, STUD STUD NOTCHING AND BORING LIMITS $ SCALE: , ,2'=,•-0' A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4'n USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 314" USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/(4) 3/4" USP WEDGE-BOLT/J-BOLT, 5" MIN. 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) 3/41" USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER (o_� ATTACHMENT DETAIL SCALE: 3/4"=1'-0• PRE-ENGINEERED VALLEY TRUSS CONNECTION 6 SCALE: N.T.S. 5'EDGE CENTRAL SPACING SPACING SEE SEE R s �CHEDULE, SCHEDULE el SEEFRAMINGPLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, BALL AROUND BOLT. = 2 2. END OF FRONT AND REAR LEDGER SHOULD m LAP A MIN OF 4'4'. 3. ALL BOLTS TO HAVE WASHERS = Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY �O CLOSER THAN 6. O/C. 5, IN LIEU OF HILTI PAF'S, 1/4" DIA x 3" MASONRY (2) _ PT SCREWS (TAPCONS) MAY BE USED, SAME LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDOEVACBIG DENBULWAM A DOUBLE 2x8 12" 8" O/C 16' O/C B DOUBLE 2x8 WIT' B'• O/C 24•' O/C C DOUBLE 100 1/z' 8" O/C 16, O/C D DOUBLE 2x10 3/4" 8•' O/C 24•' O/C E DOUBLE 2x10 3/4" 6" O/C 16, O/C F DOUBLE -12 3/4" S- O/C 1T O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=,'-(" 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 (F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F7 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1•-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FA%: 407-774-0078 www.abdeslgngmup.mm L AA #: 0003325 , Z �aJ p; V W O 0 a 1 avaaiv ac LOT: SILVERADO LOT #53 BLK. #6 PROJECT/: 04128.002-53061 moaai. 4EGB "GALEN" GARAGE SIFMG- RIGHT PAGE: DETAILS 150 MPH EXP- B A D � 1/18/19 acALE: 1/4"=1'-0" axEET S3.1A FLOOR DECK 2x6 PT TERMINATION 2x4STRONGSACK SECUREDTO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (8) 3/16" °x4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, 1 FLOOR BRACING SCALE: 3/4"=1'-0' USP LFTAS W/ (16) 8d COMMON NAILS 2, STUDS USP LFTA6 W/ (16) Sd EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d z 1 GIRDER TRUSS 12" HDG NAILS FL#17239 WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL DBL PT 2x6 BLKNG BETWEEN TRUSSES W/ 10d @ 3'O.C. 1STPLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2z8 BELOW 8" CMU WALL REINF PER PLAN PER EL VATION y� OOU o *z PER ELEVATION 1X2 FIRE -STOP 1/4" «� #8 WOOD SCREWS - z 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2z6; NL 3/4" AS SHOWN USP A3 EA TRUSS /4" NALM PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL #8 WOOD SCREWS z 2' LONG @ 3" O.C.; STAGGERED XI AS SHOWN�Q DBL 2X8 LEDGER jnl'''i TO CMU W/ 1/2" EXP- B OLT 8" CMU WALL AT t6" O.C. AND 8' FROM «� REINF PER PLAN END W/MIN 5-12' EMBED. FLOOR DECK PER E EVATION 0; NAILING PATTERN 0, ¢*z PER ELEVATION 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 17' O.C. 7X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN � 1T TRUSSES W/ I Od @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8)16d NAILS DBL PT 2x6 BLK74G BETWEEN INTO LEDGER AND 10d 3' O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA BRACE. TRUSSES W/ 1Od @ 3" O.C. 1ST PLY STAGGERED UPPER PLY INTO 2x8 x 2" LONG @ 3" O.C.; «� TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (@TOP 2X4 SUPPORTS BT. INTO LEDGER AND 10d @ 3" O.C. BELOW STAGGERED OFF 'LM1 NAILS @ EA END MUST NOT BREAK WITHIN PLATE OF 2ND FUR ) STAGGERED UPPER PLY INTO 2.6 p� CENTERLINE OFF 2x6; 3/4" AS SH0VN 7L1 2x4 BRACE @ 4W O.C. w/ (5) 12d 1'-4" MIN. FROM 2ND. FUR. FLOOR DECK BELOW #8 WOOD SCREWS �'»» Iµ NAILS EA END LINE 2x8 CONT. W/ (8) 16d NAILS x 2" LONG 3" O.C.; J�1 DBL 2X8 LEDGER N� 8tl RING SHANK NAILS @ 4" O.C. MAX BT. OF FLOOR TRUSS STAGGERED OFF InN' 8" CMU WALL CMU W/ 12" EXP. BOLT INTO BLOCKING (BT. 2X6 IS FOR WALL CENTERLINE OFF M; REINF PER PLAN AT 16" O.C. AND 6' FROM //TO SHEATHING NAILER) 8" CMU WALL 3/4" AS SHOWN M� END W/ MIN 5-12' EMBED. 16d NAILS @ 8" O.C. MAX 1X2 FIRESTOP REINF PER PLAN PER ELEVATION FLOOR DEC /4" PER ELEVATION PER ELEVATION EA TRUSS PER ELEVATION 0 U41UNG PATTERN NALLM PATTERN PER ELEVATION ; —z PER ELEVATION PER ELEVATION PER ELEVATION 2q" M PRE-ENGINEERED WOOD 0 2z4 P.T. CEILING FLOOR TRUSSES(SEE FLOOR TRUSSES FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) CONCRETE BEAM- PRE-ENGINEERED WOOD MASONRY NAILS @ t2' O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTA18 @ EVERY SEE BEAM SCHEDULE FLOOR TRUSSES (SEE REPAIR DETAIL IF FRAMING PLAN) BEBEAM RED BOND BEAM RED. TRUSS(VERIFY W/ FOR BEAM BL 2X—LEDGER FRAMING PLAN) 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTA78 @ 32" O.C. TRUSS PLAN) INFORMATION SEE SCHEDULE AT TRUSSES PARALLEL (VERIFY W/T USS SECTION DETAIL FL#17680 SECTION DETAIL TO EXTERIOR WALL PLAN)FL#17680 AT PARALLEL /PERPENDICULAR AT TRUSSESBEARING 5 SCALE3/4"=1'-a' PRE-ENG FLOOR TRUSSES ON EXTERIOR WALL 6 SCALE:34`=1'-0' SCALE: 3/4"=I' W PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'4r O.C. (AT O G'DPWOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS)(BLOCKING TRUSS OC NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION Ah FOR STRAPPING IV VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK - W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR t2' HIGH W/ 12" DIA_ ANCHOR BOLT W/2' A- USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD 4x414x6 SYP NO. 2 WASHER SET IN HIGH W/ (14) 1Od GALV. COMMON SECURE TRUSS TO TOP PLATE 4 (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX B - (2)USP MTM12 U 12390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE 702ze P.T. LBS W/ (14) 10d GALV. BELOW FOR PLATE W/ 12d's W O.C. MAX COMMON NAILS EA 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE ' PROVIDE BLOCKING o USP SPTH4 OR SPTHS BTM 12" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 1 Od x 1 112" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/(2) 10ds@ EACH FILL ALL HOLES, DO NOT USE 10d 12"x9" WEDGE ANCHOR W/2' WASHERSET INHIGHSTRENGTH TRUSSNVOOD POST CONNECTIONS TRUSS TO BE INSTALLED @10'-0"O.C. MAX. xr EPDXY 5-12" EMBED. MIN. @ 16' 1 Oa 10b 1 OC OC MAX SCALE. yq^=1•_0 GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 4" $ TFRMT.oPOUr CONNECTION : SCALE3/4"=1'-d' • c• A - USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 ! B - USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3715 LEIS MUGT TO TRUSS W/ (4) 10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12) 10d COMMON NAILS BACK, (1) 5/8—A.T.R. TO PHD4A AND (10)N53 WgOD TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#17240/FL#172419 9a gb POST TO SLAB CONNECTION SCALE: 3/4"=1'-9' A8B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ M DIA x W EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W 518 DIA x 6" EXP, BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. WITH MIN. 7" EMBEOMENT TO SLAB 8 (20) 16d x 2-V2" NAILS TO POST. FL#17324 •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W Ww.abdeslgngroup.wm AA #: 0003325 h pV V W 0 V W 6C ays0zv. at LOT: SILVERADO LOT #53 BLK" #6 P1iOJECTIL 04128.002-53061 HODEL: 4EGB "GALEN" GARAGE a11IMO: RIGHT PAGE: DETAILS 150 MPH EXP. B I AFK*F OT; PAXAM A DAtmT 1/18/19 ac.tim: 1/4"=1'-0" aIiEET S3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAL WHERE X-BRACING IS PRESENT AT BRACE W/(3)12d @ EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)-X' BRACE 30'-1" TO 30'-0 (3)"X' BRACE PRE-ENG GABLE TRUSS (1) "X: BRACE @ CENTER r2. (2)" X" BRACE DIVIDED EQUALLY STIFFBACK AT ALI FROM CENTER TO END. UPRIGHTS OVER 4'A(r HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. CONNECTION PER 7x2, 2x WOOD FASCIA SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24' O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12.. O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SQALE:34""'� PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION_ SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774-4078 w .abde igngroup.wm AA #: 0003325 i a! 4 m O O a i unDIV. a IAT: SILVERADO LOT #53 BLK. #6 PROJECT 04128.001-53061 KODEr.: 4EGB "GALEN" GARAGE 811MG: RIGHT PAGE: DETAILS 150 MPH EXP. B TE: 1/18/19 SCALE: 1/4"=1'-0" 819EET S3.1C SECOND FLOOR DECK PLAN SCALE: 1/4 = P-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 w .abdas000upxom L AA #: 0003325 y m y� h O O aUBDIV. Z LOT: SILVERADO LOT ##53 BLK. ##6 PROJMT* 04128.002-53061 MODEL: 4EGB "GALEN" cwxwcsE BIWMG: RIGHT PAGE: SECOND FLOOR DECK PLAN & NOTES %150 MPH EXP. B r AROMECT- _1 F-PRMT 1/18/19 ac.txx:1/4"=1'-0" air S4 4'-0" 4'-0" T-,. 13'-f 17'd" SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" /i eespign ou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdftigngroup.wm AA #: 0003325 W O O aUEM31V. AC LOT: SILVERADO LOT #53 BLK. #6 PROJECT/ 04128.002-53061 MODEL 4EGB "GALEN" OARAGE BIFMC: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 150 MPH EXP. B JAI L LAR NO 93728 J DRMT A 1/18/19 SCALE: 1/4"=1'-0" arIEET S 4.2 .00 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WV (9)10d x 1 12" HDG NAILS. SMALL JACKS <9' MAY BE NAILED WW (10)d 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/ 10d x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 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 WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2(4 PT TO ALIGN MATH 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 01-0", FINISH FLOOR. UNLESS NOTED OTHERVI VISE. BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T O . = 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 Iae) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 8x8 (1)#5 NIA I NIA GROUTED SOLID 862 MASONRY 3000 8x18 (1)#5 (1)45 N/A N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS �^ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8� 4AM 4P12-0 W" IP7Y6f 4PMM IF7646 i7Y46 LENGTH 3-4' (42'9 PRECAST 2231 4'4' (M9 PRECAST UM 4'4' (54-) PRECAST I= B4' (649 PRECAST 1217 F-ir (70') PRECAST 1062 C4• (76') PRECAST 9M T4• M PRECAST 743 a-r (112") PRECAST 694 194" (12" PRECAST 476 1r4' (13n PRECAST 382 1r4" (14C) PRECAST 39 try' (16W) PRECAST = 14.4" (166") PRECAST 279 1f$ (1761 PREIIRE88ED NR 164' (INJ PRESDESSED NR 1r4' Mn PMMMSSED NJL W-C 021 PREnIS 6® NA 21W 9989 PPZPREM NA 22'W GE4') PRIBURSIMID N.R. 24'4" Pp E8TREI �0�000 D000m0 tt�■tt:�otvtt�tt�ty tt'"� tt�� tt'�tt'itt�tot�! 0m00�00 t©tott�tott�tt�ty �m0000v tt�tr-= ttT'' tcc-�tt��tt�,tt=i� tt�t©tt�tott�tt�ty 0®�00 m�00000 omoo©ov ttattott�tt�tt�oty tt©tt'�tt'��tOtt'%�tt�-fit .�u� tattoottaott:�to ttvoo©otr�ty ��0©000 DD�O�m D��mmm0 ©0000®0 ©�DOtt�tOtt'�' tt©tt0tt©tt©©©� �00��00 000000� ��000�0 �00�000 ��00000 ©00©©©O ttOttOttOtt'�� 0tOt0 tO�ttOttO®0t0 tOttOtO tt©�0� p66) RR to w w w w Ion 1m (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. •ALL VAUUESTAKEN FROM 'SAFE LOAD TAB" BYGSTCRE7E RAY2018 EDITION •ALL PRECAST PRODUCTS ARE TOM INSTALLED PERMAMMACPI9E6 SPECtFICAT10N6 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTH SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS SAFE LOSAFE LOAD - POUNDS PER LINEAR FOOT PLF TYPE _.._ I TYPE I NR I — I —T I 4F34.1T e/M-n — T M7 r4" (4n PRECAST I= ION IM T4' (M PRECAST fd (Mn PRECAST 785 768 13M 4"4" (M') PRECAST !4' On PRECAST W2 L611 1W3 4'4' on PRECAST Si' i64') PRECAST 411 411 745 S4' (6n PRECAST 8'-1O' (TO') PRECAST 340 330 616 SAW (707 PRECAST 94' (TV) PRECAST S07 721 400 S4' (T6') PRECAST r4" OM PRECAST AIM 634 383 rd On PRECAST r-C 017) PRECAST 9IS W2 230 B-C (1121I PRECAST 10'4" (12n PRECAST 284 4m 18D M'4' (126') PRECAST 1T1' (138n PRECAST 2M 462 154 11w (13r) P REcAST 1r4' (14P) PRECAST 244 402 137 174" (14n PRECAST 134• (18" PRECAST 217 324 110 134' (160') PRECAST 144" (16r) PRECAST 206 293 100 Wfi (168') PRECAST I,V-r (176') PRIM PRFINS) NR 264 91 144" (fl69 PRESTRESSED I" (16P) PRESTRESSED NJt 289 88 Jew (ion PRm(RF88® 174" (20S) PR1331RF M MR 194 64 1r-4 wn PREBT IfW Mn PRESTRESS N.R. 148 52 IS-C Mn PRE 21W On PRESTO N.R. 126 42 21.4' O) PlIESTRESSM =W 0649 PIESIfamm N.R 116 40 27-0' Mn ---- E--- 2f4' ¢88') PREEN NA i 91 88 2f4• 066') PR�1RF3i6® (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS BYOTPHI S TO 4EETOREXCEED VALUES STATED ABOVE -PROVIDE M46 MCOF BEARING PAST EACH SIDE OF VANDOWOPBNwO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C. P. CORPORATION.CASTECRETE DIVISION ACCEPTANCE #: 1"l 26.03 ---------t�----------------• � YgF16-1 TIOMA)B 8F16-1 8F18-iT/DMA7B III 8F16-lT/DM/DB T-0' Ir 3 ----- 8F-1T/OMA18 j--------- i� 16 UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL, EL. 1 V-8', UNO GT ♦� GT t ♦♦ t I 1 i ♦♦♦ t� t' ♦ t 8F16-1TI0MAIB 8F16-lT/OMMB ♦ i glummt r----------------------------- -y SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abdeligngmupmm AA #: OD03325 R h O d O avnDiv ac IAT: SILVERADO LOT #53 BLK" #6 PROJECT# 04128.002-53061 WODSL" 4EGB "G ALEN" GARAGE SIFMC: RIGHT PADS: SECOND FLOOR LIFT BEAM PLAN 150 MPH EXP. B ARCFK mT. ., ROU4tD A. ABMMCPA L AR NO 93723 J DATE: 1/18/19 aCALS: 1/4"=1'-O" ar>ISST S5 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTAi6 VW(9)10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W1(10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) i Dd x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANUED. 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'). 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 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: i. 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 ALLTRUSS 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 MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT ® 414 (3 1/70 12") USP HTT4 W/ 5/8' DIA x 6" SYP. PT, WOOD POST EXP. BOLT ®s ® DOUBLE STUD ® 4x6 (3 12'x5 12") USP HTT4 W/ 5/8" DIA x 6" SYP. PT, WOOD POST EXP. BOLT ®s a+ 2-PLY Lr 1882 LBs Ur757 LBB 0:3019LBs 0,1902L13s 1C 1A 1 r-r U CJ1 ✓' IIU IIU II II II CJ3 = II II II a n n CJ5 CJ5 CJ3 CJi ROOF FRAMING PLAN SCALE: 114' . I'-®' 2-PLY U-18M Las a: 2M Las S 3S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 w .ande Wngroup.wm AA 8: 0003325 b H �i rq 0 O SLJIDDIV. AC LflT: SILVERADO LOT #53 BLK- #6 FllOJSCTIII 04128.002-53061 HoaEL: 4EGB "GALEN" GARAGE STIMCI: RIGHT FAGS: ROOF FRAMING PLAN %150 MPH EXP. B A DA 1/18/19 SCALE: 1/4"=1'-0" SHEET s6 �1 t, 4 q q 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. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT @" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 24 BLOCKING ALL PANEL JOINTS W IN V OF GABLE FND HIPRO­ i A ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 9.02 PSF (19.02) ZONE 2 =18.06 PSF (28.06) ZONE 3 = 33.65 PSF (43.65) "A"=4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w0.18 ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN.LENGTH MIN.DIA SHANK TENSILESTR. SHANK 8d RING SHANK, 21/2' 0.120' 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1654 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP NL BOTTOM EDGES �9. w- X Z Z i U m O J , Q - z6 Z Z , m Y Z TOP CORD SLOCKINGAT4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS arxTp cNcnTHwr ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAAMIG Bd RING SHANK GUN NAILS 6" O.C. IN FIELD. \ 8d RING SHANK GUN NAILS @ 17O.C. IN FIELD or 8d x 2 1R" SCREW SHANK PNEUMATIC SCREW -NAILS H 17 O.(,�ILV FIELD J\ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL SENV. STRUCTURAL DRAWINGS SHALL BE USED IN CONIUNCTIONVATH JOB SPECIFICATIONSAND PROVIDE B%AIRENTRAINED CONCRETE EXPQSEDTO EMTH gRWEATfE1R Wow: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHTECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOVMI ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, Bdl EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CFWMFER®3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC, SHALL BE SOUTHERN PIPE NO. 2 OR BETTER. Fb =1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 5MEMBASCE 5-1 ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLPBSONGROIRD WF6E INDICATED ON ELASTICITY = PSI. ALL WOOD IN CONTACT CONCRETE CONCRETE BLOCK SHALL COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND RISC SPECIFICATIONS , DRAWINGS. SEAMS LAPPED 61NCHES AND SF14H7 WITH PDFESIVETPPE E400 ARED. BTOWITH A PRESSlRE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES D. ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). MOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BERATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT VIHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBERTHAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM4AORK. CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, OUT EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASH NG, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NO STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIFE MESH: AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DlR21NO ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED INACCORDANCE NTH THE ACI WOOD TRUSSES: TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SWILL BE SIGNEDAND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOOD. REBAR SWILL BE ASTM A615 GRADE 60 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 MEETING THE REQUIREMENTS OF ASTM A446, GRACE A, AND SHALL BE HOT-0IPPED GALVAMZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA SCSI V SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALfLATE-CONNECTED ROOF: LIVE LOAD FLOOR: UVE LOAD 40 PM TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 20 psf TOP CHORD --current AIS BAR - 30" #7 BAR - 47' 10 psf BTM CHORD.nonMncunent PROVIDE 36' x 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD INTERSECTIONS OF HIGHER OR LONER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. 15 psf TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST NND UPLIFT: 1 Opsf WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WND: DEAD LOAD SPEED=NEB MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CAPE TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. tN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET STALL BE MADE BY THE GEO-TECH. ENGINEER 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" STRUCTURALTE RACE SLAB CONTRACTOR SHALL SUBAR PROPOSED MIX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F H- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C84OR MEASURING, NIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MAX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED90 MINUTES. IF FOR MAY REASONTIERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND TIE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REDUIRED CONCRETE COVERAGE OVER REBARSHWL BENS FOLLWVS: A 3' FOR CONCRETE CAST AGAINST AND PERMANBNTLYSFOSEDTO EARTH (FOUNDATIONSt 9. FOR CONCRETE EXPOSED TO EARTH ADOORWEATHER 1-1/7 FOR05 AND SMALLER Y FOR N6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO NEATFER 3/4' FOR SLABS, WALLS AND JOISTS 1-1rl"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WTHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/rMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER MANUFACTURED IN CONFORMANCE WTH ASTM C410, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUAERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH AND CLADDING W NO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ASTM C_476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE'M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT_ MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS), U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH 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 ASS, Fy = 36 ksi FOR ANGLES, PLATES, AND NSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 ksc 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 WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PPPIIGnaJ s1IE n E SPAaNG RENNMS 1. _ RENAPo4S 1-w To Mnsawr rcmc 1 rrr Late sac SEE oErae SEE DEraL sEE DErra SEE DETAIL SGD. AI.. EXT. DOORS NDTE Ir PT, SEES CASE—ENEDCOIL LONG MAIL . S.O.G FGGFA®TO sT>roc SfB1ED GAI20GE OOOn L¢.Cl( MASOM—OW SEE DETAIL SEE DETAIL SEE pETNL SEE DETAIL WIN WSU­PPRDENEDCaL 1LONG CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EXT. SWING m. BUCxh PT.SEE—S p))3It_ IS•O.O 1 -EMBED B'ENp. /1—E•4f. NON6EANINGW000 wKI TO CONC SUB 1w E>m 90N ER za aC r. PfwlNmw_ z1 END.DST,1 yr TO STEEL OJL., SEE WA9iER� �ERED EDGE DST. No Es NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL SEAS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT X.ZF HEAVY DUN 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. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILEDAND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 11441.N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 11: 0003325 V O a h C s�s G �0 ti 4 avBDiv ec LOT SILVERADO LOT #53 BLK. #6 PROJECT# 04128.002-53061 1[ODEL' 4EGB "GALEN" GARAGE a1111mrO: RIGHT PAGE: DETAILS 150 MPH EXP. B ROl AID A ABOUCHACRA L AR NO 98723 J tea"" ` DATE 1/18/19 11111CALE 1/4"=1'-( spimm S1V 1 �15 C-L'a � 5� 20 l9 e_1�z�LT3 M Y