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HomeMy WebLinkAbout7566 Sail Clover Ln99 20f1__05-4EHB- - 99 HOMES 12602 TELECOM C>RIVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -1 gjJllp�jt; I�I� �yt 7M (2=) -AIL LOCAL IM WAIN COD=$ -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -YIN. WERIOR RNISH - CLASS B -BASIC IHND SPEED - Vult=1li0 MPH VSSd=I24 MPH :EXPOSURE -EXPOSURE - C RESIDENCE — -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ARV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ALT. ALTERNATE MAIL MANUFA T� AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METALTHRFSHOID CL CENTER LINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOTTO SCAE CLR. CLEAR G.C. ONCENTFR CONC. CONCRETE PL PROPERTYLNE CPT. CARPET P.H. PUSH BUTTON C.T. CERAMIC THE PH, PHONE D. DRYER PIT. PLATE DBL DOUBLE. PLYWD. PLYWOOD D.O. DUAL GLAZED PR, PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD RADIUS DP. DEEP R.A.G. RETURN AIR GRRL DR. DOOR REF. REFRIGERATOR D.s. DGwNSPov RM. RGGM DTI. DETAIL R.O. ROUGH OPENING D W DISHWASHER S.C. SOImCOREEXrDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT EXTERIOR SHWR. SHOWER F.clFX. FIXEDGIASS smt. SIMILAR F.G. FUEL GAS sL. SLIDING FLR FLOOR STD. STA NNE s FLUOR. FLUORESCENT Sws SHEAR WAIL FILM. FRENCH DOOR SECTION FTO FOOTING TEMP. TEMPEREDGLASS GA. GAUGE LUX. THICK OAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT INTERRUPTERT.O.P. TOP OF PLATE INTERRUPTER T.O.S. TAB GL, GSS TYPTYPICALYPICAL LA. GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSEem OTHERWISE HDR HOLLOW HEADER CORE V.P..WA ROOF HOT: OR ITT HEIGHT W/ WITH INS . INSULATION WD. WOOD NT. INTERIOR WDW. WINDOW TER w/L WROUG}HTTTIIRON DATE DESCRIPTION Obnm 2-STORY CM GONVERSbN ARCHITECTURAL SHEET DESCRIPTION OI�B/S DID 8ET IBSUEp PG CI —COVER SHEET PG GN- GENERAL NOTES PG AL -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PUN PG A3G-FRONT &REAR ELEVATIONS "G- PG A4G-LEFT & RIG HALL COMPLY WITH PREVAILi PG EI-FIRST FLOOR I ®A BUILDING C( QE, PG E2-SECOND FLOOR RL /� �j PG PI -PLUMBING P ELECTRIC (, CI E, PG Yl-FIRST FLOOR L.1 u 1 cc Cpl eYHI�.�.o7 PG M2-SECOND FLOOR. PG DI -DETAILS ORDINANCES PG D2-DETAILS PG D3-DETAIL PG D4-PRODUCT APPROVAL LISTING s � 2 PG WAl-WALL ASSEMBLY DETAILS REVIEW DATE_ AUG �. ? - PG WA2-WALL ASSEMBLY DETAILS CITY OF Z E P I` Y 1RH : i. PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PLAN EXAMINER - PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS 02AM ADDED ELEv.'J' 1 9C' MTW BIDING PER MARK BOWER 02n016 DID BET RE -ISSUED O4/I1M FOOTING REVISIONS PER M BOWER 06/6A9 ,-JO,STS INCORPORATED INTO MASTER PLAN ObniM CONBTRLICTION DOCUMENTS RE-IS&lED CSITIAS ADDED VALLEY FRAMNG DETAIL, UPDATED BOLLARD DETAIL Vj*A% DETAIL- 'ADONG BAR TO BOND BEAM' ADDED TO SUA OW6A MAN MAINTENANCE ' STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 •�• C• s Oft" REVISED LINTEL 612E AT FRONT ENTRY DOOR 0�n6)19 UPDATED LEDGER DOLT i SPACING IST FM LIVMYa 1104 SQ. FT. NM'Yf 2ND FM LI"I SQ. FT TOTAL LIVING 2605 ea FT. GARAGE 431 SQ.PT. PORCH ELEV B G' 43 8Q FT. TOTAL ELEVS 'G' 3M SQ, FT. 8RI0 PATIO W Sa FT. ftA%ft REVISED I -JOIST LAYOUT MIME ADDED LED LIGITB r0 KITCFEN 4 SATHROOMB PER MARK BOWER awwm NE ADDED STOOPTION TO ELEVATIONS rs ,14', 'J' (YC' LEDGERBaTSPAOINGREVIBED �y),g ADDED OPT. V-0' CEILMi! NEIGNTS OMIX REPLACE IMP CON ECTOM UTH ONISM C4WA!CTORa D3A wW REVISED DETAIL ON SHEET D2 OPT. W-0' C A NGL 044WO REVISED STAIR SECTION DETAIL FOR OPT. W-0' CLG. NGT. CUMI MV FBC UPDATE o , ADD ecFFlr DETAILS STRUCTURAL SHEET DESCRIP ION 03A7Snl ADD FLAT HEADER 0 T-W AFT. (V-0' CLG ONLY) PG 31-FOUNDATION PLAN PG S1,IA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.LA-DETAILS PG S3.1B-DETAILS PG S&IC-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG SO -ROOF FRAMING PLAN PG SN1-DETAILS PG SDI -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 1IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. OB/Yinl ADDED z®' TOOTER oPrlaa IS N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWMmup.com AA M 0003325 4 LL 11- unDIv. Ae LOT: ABBOTT PARK LOT #6 BLK #14 PHASE 4C lIROJIOCTIp 041 4 -06141 MOD= 4EHB "2605-HAYDEN" OARAOL' 8WD90: RIGHT AGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (20). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.21.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13M INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.28 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON-METAW C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT, SITflYYORK 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, ONSITE 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, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TBAW 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) S. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MNIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOK WALt/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUYBNNi 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-LKJKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH''/:' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OFCLEANOUTSSHALL CONFORM TOFBCRSECTION P3DD5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINNINES 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,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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-C1063-19aAND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CLUM 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 10 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION ONIMATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR 80"rM 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesWngroup.eom L AA #: 0003325 y r 0 1summ as LIT: ABBOTT PARK LOT #6 BLK #14 PHASE #4C PROJECT# 04 .04 -0614 MODELa 4EHB "2605- HAYDEN" GAP %*= OWUM: RIGHT PAGE: GENERAL NOTES %160 MPH EXP. C cowoo1LAN1 oLADMUDIU)m UMMDBrO11I1EFORII1EMO MM OPEm" IOIUIE ZONE W MII IMD IBd REYIIIIt MDME FOOTAGE MIN. WINDOW I0 5 31/-50 CRITERIA EXTERIOR SWING IB 5 36/-41 DR. MIN. CRITERIA SOD. MIN. 41 5 34/-43 CRITERIA 16010 O.W.D. 112 5 3101 12NIV SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.-D, EXP.-C, MEAN ROOF HT. - 22'-8* PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 0OW40I.OAIB om FIRST FLOOR PLAN SCALE, 1/4' • 1'-0' NOTE, -2-8 LOW. DOOR W/ AIR WANDLER ON METAL STAND OR 248 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTWER 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 DOOR$ NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE 664ALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 4'(12:mn) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 4Y (&bm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SMALL WAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2 INCH GYPSUM BOARDS. FBCR 2020 ITTW EDJ 302.E SQ.FT. CAI.C.S 1ST FLR LIvMG 1104 60. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 50. FT. GARAGE 431 SO. FT. PI ELEVS Yr' 43 Sa FT. TOTAL ELM 'G' 3085 Sa FT. OxID PATIO W Sa FT. MASONRY/FRAME WALL LEGEND 8''-0® L UNO ON PLANS BRG. WGT. VARIES 8' BLOCK WALL UN.O ON PLANS 1l'-4' BRG. INTERIOR ® BRG. WALL UN.O. ON PLANS 4' INTERIOR NON LOAD 5111 WALL UND. ON PLANS -ALL INTERIOR DOORS TO BE -ALL EXTERIOR DOORS TO BE UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 W Ww.abdesign8roup.mm AA #: 0003325 4 m lit o 4 aysaIV Sao LOTs ABBOTT PARK LOT #6 BLK #14 PHASE #4C PIROJECTO 41 1. 4C-0 141 MODRU 4EHB "2605- HAYDEN" GAIRAGE 8WENG: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C C DBL. TOP PLATE 0 m BAR DETAIL A BCALE:IR'•I'-m' (2) LAYERS OF 5/4' PLYWOOD OR (2) LAYERS OF 5/4' Sift FLOOR MATERIAL RIPS MR /OLID NAILNG AHU SECURE TREADS TO 6TRIN3ER WK310 3' SCREUB EA STRNGER, tNTMEADED SHANC TO EXIV40 BEYOW TWN:K ESS OF 80 4-LOOK SMEATHNS 42' H. V2 WALL UV cAl• U 3/4' XIC F'LA1 1' MAX. w NOSING 10• T d MIN. / O 2X4 ATTACHED UV Wd MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN S' OF EACH END, 32. OC. MAX. 42' HIGH HALF WALL W/ CAP 3/4' T:G MA FLOOR I LA U N . OLUND 1 SCREW r" FASTI ER ECHEC." / PRE-!NG'D A. owwleys"H (an R / FRAMING 6FEFT) lIQ4'.i. STAIRS RISERS TO CoNftml TO PBCR / TTI EDITION (20M) / MIN. TREAD•10' MAX. RISER•T 314' STAIR DATA: 3Mr' MAX. VARIATION N / BR 0 IS2' RBERSrtREAM ADJACENT TO EACH 14 TREADS 0 OTHER 3/V MAX. VARIATION N ANY / Im'• I.NOSm Rww"AD HANDRAIL CIRCULAR CRoes SECTION DIA TO BE I I/4' .-V4' S T 0 R OR P 40VDE EOUIVALM . SRASPA84LITY WRWERS- MN W IWDE • NARROU END MK II' WIDTH • O' RI:CM NARROW END 34' MN, HANDRAIL MST. S-242 SYP STRINGER REPlORCED UV2X4 SIT UVCONT. BEAD OF SIa-BOOR AC-HM E 4ENCLLOSED ACCESSIBLE SPACE MOOR R--400 OR SIIILAIE • STAIRS SWILL HAVE WALLS. UNDER EA MORZONTAL NX STAIR SWPACE AND ANY SOFFITS PIloTEC7ED ON THE ENCLOSED SDE 2X 4& RCNS WTH LIV OYPOLM 00AImS. RROM302.T. • EA 2 STRINSER 2xa SECURE WNd S'-S' 0C, STAIR SECTION THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36CING' AS PER FBCR R311.9.8.2 W/ 2X4 RE-IrFOR 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 ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 I/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. 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 16016.1 / F.B.G. 2020 CHANDRAIL SECTION SCALE:3/4'.I' ��- NOTE:D HEADER FINISH TO BE PER COMMUNITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 w abdesigngroupxom AA I: 0003325 0 mm aunDiv. Be LAT: 41 ABBOTT PARK LOT #6 BLK #14 PHASE #4C PIROJECT# 14 4 —06141 MODEi4: 4EHB "2605—HAYDEN" GARAGZ DWEIIM: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C 2 DltlNT 'I A 10/26/21 aCALE: 1/4"=1'-0" 8*lZZT Al J SFIN6LE PYPON IB'X90' DECORATIVE SFNITTER OR EQUIVALENT 11'-4' 2ND BRG. HGT. I I I I I I I I I I 6' RAISED I I BAND (TYP) I I I I W-4 3/4' I I 2ND FIN. FLR B'-0' BRG. HGT , ENTRY I I I I 1 Typ. I I 4' RAISED I I ]SAND (TYP.)� I I \\ I I 0'-0' FIN. FLR., I I----_—_—_ 11'-4' 2ND FLR,,. BR— G.HGT - CRICKET -------a---------- �----------------- FRONT ELEVATION E, V4 . P-0- TEXTURED FNI o 25'-4' BLDG. HGT. 6' RAISED BAND 11;g' 2ND FLR Bl�a T I 0' FYPON IB`X69' DECORATIVE SHUTTER OR EQUIVALENT �--4' "BLED BAND 3/4" 2ND2ND FIB _� B'•0 -6' RAISED BAND —OPT. COACH LIGHT ,,0'-0' FIN. FLR g11'-4HG ' 2ND FLR B- v RCs T RFAOFATTIC = 15M Sa FF. NET FREE VENTILATION AREA REQUIRED 11300 REWRED VMT11ATION AREA 15a Iwo = 5.2E VENTILATION AREA X Sa INCHES PER FT.(244) 76MB Sa IN. MN.PEOUIREDVENTIIATION = 5X 7611E IN UPPER PORTION OF ATTIC - 3ea4saN. OFF RIDGE VENTILATION AREA = 115 Sa IN. PER VENT 3811.41115 ALe OFVEN73KGUIRED = &3DM ALe OF VEN7SPROVIDED = 4 *ARIA OFATTIC11 TILE PERIMITER OF THE HDUSQ I MTHE M11HANG EXFENOR OF WAILTO EXTFRIOROFWALL, NOOVEIHANGSINCLIDED 1/2' THICK 2 COAT CO'ENT PLASTER APPLIED DIRECTLY TO MAGONQT- 4'x4' GALV. T-'-TYFE PLA6II11412 SET N PIBERGLASS SHINGLE, WAJNDERLAYMENT M PER PBGR 2X6 SYP PT LEDGER W/ S0S).L ROOM SHEATHB.Ei iFIIC10.ES6 V2*W THREADED ROD A AS PER SHEET SNL SECURED FER OG. 4 WITHIN 6' OF EACH FASTENER SCNEDIBE END MAX SET N 6R'IPS01 68 IP6DN LMJdi HIGH 6T111MT14 EXPDXY ryy � 6' MN EPTDED. 2x6 SYP RAFTERS OR PRE-@16'D Tm" lPER ELEVJ ROOF SLOPE FER -- ELEVATION MN. 1/I6' 06B SHEATHRiG 2X6 SYP PT LEDGER UV GUSSET TO EE BEGIRD TD V2'.*' THREADED ROD 12' O.C. 4 WITHIN W OF 2X6 MEMBERS W/ Sd NAILS EACH END MAYL SET IN 5' OG. • PERRITER :MP6ON HIGH STRENGTH S2'IP60N LUS-26 IV (4) Wd'R 2,-0• EXPOPCY W MN Ef'bED. TO LEDGER AND T2) I0d'e TO 2.6 Jos, CHANNEL FOR SOFFIT OVERHANG DETAIL A BCALEIR • I'-0' ILJ 9'-4' 3/4' 2ND FLR }, I I 9'-4' 3/4" 2ND FLR FIN. FLRIBRG. HGT. —y ---- ------------------------- --' FIN.FLR/BF?Ca. HGT. MEERED WOOD TRL""024'O.G B'-0' CLG. HGT,N, I I _ SUBMIT ,FLOP DRAWINGS SEALED VI _—_—__--.LB—� �TSSISIONAL ENGSEER FOIL REVIEW e 45I PLYII100D "ATWW. SEE I STwcTURAL TYP. I I ■ ❑ 2FDR R DlaCi. HGT. - — - - I I I I ROOFING AND FLA6NRIt W/ DRIP M 0ITRAFa ANo ANNaIDRe � d � EDGE PERMINIMR W4RRANiCE SM 141001NPAL REQUIREMENTS I I ~ WRAP FASCIA WITH SIRAK METAL N6 n00 NAl I I I4. 2x6 WOOD FASCIA SEE — - WMICTUPLAL FOR FASTENERS 0'-0' FIN. FLR 0'-0' FIN. FLR VENTED SOFFIT PER ATTIC CALL 14' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRH PER ELEVATIONS 2ND FLR WINDOW PER PLAN REAR ELEVATION B RAKE SOFFIT DETAIL SCALE: V4 R 1'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7745078 FAX:407-774.4078 www.abdeell�Wroup.com AA #: 0003325 1 b o avaniv. a< LOT: ABBOTT PARK RAT #6 BLK #14 PHASE #4C PROJECT# 041 .04 -0614 moDalu 4EHB "2605-HAYDEN" GARAGE OWDtG: RIGHT PAGE: FRONT & REAR ELEVATION "G" %160 MPH EXP. C 2� DA 10/26/21 SCALE: 1/4`=1'-0" SHEET A3 G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e COY OUTLET 20 AIP NELE role WV OUTLET SOV OUTLET w a• awl.lT NRm TO SIITOw OFI IIOV OUTLET OMPW °iOND PAUL IRIMPAIER fTAPVM NOWTAM TYFE) 220V OUTLET (4)WPM C NMICTIOU DR. IYTElROOF OUTLR COMM PAU.T IRERRIPTER BITCH BITCH 3-WAY OPER �4 SwTCH 4-NAY OPM :-0 WLL L. LIOIR CEILM LIGHT © LED CLO LOW ©vp room LLwo O IM VAPOR PROOF LISHT OREeEsom CAN eVNT. PAN I CM pM e6 P. VDT. FIN wtIGIT 1 CPM F!R S6 PT. MMMMr— (6pw,6 Tee er ENRON FLUORE ENT I -WAS RARAP ® (PEEL OM) ARKIW "LugeNr 2.11" MW • MTlw.l ARd" [BUR Y RLUC U$CENt { 4' FLUOIiKNT 4' TRACK LVAff G.7 PANEL dw METER (D SD. !Flews DETECTOR uluiiemAi BD. WALL MOUNTED RFOIs DETLCtPR WATT RAC K4P Yl'.,NS� ® 6,CO stam C TkTOR "TER CTED SNAIL ME A DISTANCE OF NOT LESS THIS 41 FROM L MVVANT LOW LIB NATURAL GAB ounJFT ► TSxpwNE JACK 1114 C TeiLY2LG T.2�. yISIST AR aDNDI DECORECT es Aw aN I Q 719.E146M JACK CELNS SON FIRM TO IS MrFORTED N O J-Set ACCOMCAN! E w SOX AS MUCH FORK CEILM PAWLRdNT TO SE SUPPORTED N ACCORDANCE UP SOx MARKED AS MUCH MR Anna 24• NCMOEACE T LINT STEP 26' NDANoIOG.T wow BTIR* 4W NCANDIM NT LEW STRIP ROOD LINT �. KEYPAD • PUN. PUSH -SUMMON I FOR 00101 ues FORT • LOCATION OF N JAC" 4 PHONE OUTLETS 4 PANS TO M VERlED • HOI'EOwER PRE•CAMTRCTION MQTM. • ALL IS 4 20 AMP SRANOW CwR,t' )ITS TO BE ARC PAULT E PROTECTED FER ELECTRICAL PROVICNS OF I'JEGR • 20 AMP DADCA D LAMNCMr CSRCUT. • aM A ISLAID (NOT ON KITCHEN CIRCUIT) AY • DIMMER DISCOUECT TO SE LOOKOR N PANEL • 5ATN00OM EWAUST PAN TO HAVE MN CAPAGMY OF be CM NTEMPITIEM PER MACMICAL PROVEIOIS OF aGR]Itl,ED1I1@1M= • Y ROOT AND LAUNDLACTIC"' ROOM IELZPTACLE SMALL ULT CIAM•!R BILL E! GROW FART MtER PRORlCTION POUR PERSONNEL ON PnO L ON ALL SEE NO METALLIC • UAISNG FlTHIOD SMALL EC NON PETALLC G4OLE PER ALACTRCAL PROVISIONS a • ALL uaRK tO GODLY wTH ELeCTIEC.AL PROv mm CP THE fSOR TTII RD (]dM) • TS2H a LKYTM MMT [E BlRGY EFPICRNIT TYPE FEE ETICENCY) 2020_ T.)H EDITION WHO OUTLET' FOR VENT OR MICI0 PATIO (----------. 0 uvm RBI 001 — — I PRE -WIRED CL.G FAN I I �\—SWITCH IN GADINET i I I LET /TO 2ND FL. I POOR 8W% ITCN � II ' I I I PAN, w GFI • 44' __----� OFN F! OF S/CO AFF. i I � I — / III III PIS lXK III PRE -WIRED II / POYM CLG PAN III! 'AIR r.-r= KEYLESS FIXTURE GPI ll GARAGE @B DOOR PREWIRE GARAGE /IsOLLARD AS REQ PER BLDG. CODE ---------------------- GOAG4 LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' • V-V I -3' I -3' \� I I i L I ---------- - LED LIGHTING ® SINGLE LAV. SA 1a 42 MFIELD VERIFY IRRIGATION OUTLET • 48' AFF. 150 AMP ELECTRICAL RISER NOT TO SCALE A ELECTRICAL MATEEALS AND INSTALLATIONS SHALL GODLY WTH ELECTReCAL PROVISICNM OF THE EmGm_7Y7 @EJ01.(2rf1�Q� 01 LOCAL CODES. AND ALL LOCAL POLAR COMPANY REOIIRE'ERS. IL ALL C X4X=C M MALL N TYPE THMMMAW UNLEM NOTED OTHEIRwE PRIER caPANr iR4YFOIR•ER GRADE PROVIDE ISa ARP, M*40 VOLT, I PHASE 815CONDARI ELECTRICAL SEINICS. PROVIDE I I COPT•ER (Ca) N MVY' DLA SCHEDULE N PVC COMMIT OR FRONDS I J/0 ALU•SL1(AL) N 2" DIA SCHEDULE N PVC Comm UNLESS SERVICE IS PRONOID SY THE ELECTRIC CO'PAW COORRONATE ON THE ELICIM COMPANY PRIOR TO ND. IRAS CU, THIS . PS CU N 2- COOUR OR 2 NEW M. 1% CU 2' CONDUIT OR 2/0 AL. LEUt TO TRAMNATL ASOHE fidPM • OVEIWAN SJ CO INNATION SERVOS DECO ARCT ewTON AND SIO ANT DM40 VO M ELECTRIC METER IN IPNAN NEMA III CWCI.OSIIE KO PANEL T6IPHONEwicamal SSRVICA t:AeLB iR.SVISIOH w leay y NTARST'OTM WHOM MINIMAL AT LOW VOLTAGE CONNECTIONS I .4 Ou SERVICE CARO ND CO N ECT= TO CONCRETE ENCASED POOTER STEEL PER ELIC'M AL PRDVNO! OF THE MGM 1114 m+RIW CMOR) S/S- MA x L FT LONG COFFER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 ww W.ebdeslgngroup.com AA S': 0003325 s� m ro 0 FAUMBOTT PARK #6 #14 #4C PR 0J=T1/ 04181.04C-06141 MODSIa 4EHB "2605-HAYDEN" GAR,Aaa NWMGl RIGHT PADS• FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e n!V OUTLET 30 Arn ONUS POLE EDV OUTLET WOUTLET V! dF aft T'HIED TO awrm, -�A ON -tG My OUTLET �D "M � MERAFTEPt (TITTER REEWfANT TYPE) � 220V OUTLET (4)UWM cc"WTION NW UATENIPPAW OUTLET GROUND FAULT NTlRVItt EWITCN WTCN !-WAY OF -ER OuTCH 4-WAY OrML TTOUFED LIdNT L CEILM LIdNT © LED CL95 LIONT LED VAPOR O V1° F1400F L*47 O Vp VAPOR FIROCF LkMn @Q RECE//CD CAN eVRAm Ico" PER GO, VM. FAN RT.IOINT I CR1 F'CR lO. FT. V FINIYRE (OPEC'! TBD BT FL f-EYED YRAl ® (REGCt1EED1 AROUND f� f ACE FNTJ �t r FLYOI.EwTTT W FLYOIdACO(T 4' TRMtX LIdNT 0 PANEL W& METER O SD. eMal¢ oeTEeral R.rr ..fIL. IA Ery� r— fLNLL MOIfNTED Tarr REARK 1 �J M70KE DE711CTOR ylLyl�E� CAROM H24OXIMN>Oe-DRIeeTeD clDnraf tc coMfo wall Ed A 06TANCE OF Nm LEEE rAN W FROM WALL rnoANT L047 ► TEL@'WW JACK "1110 WATER DleaaNlccT r0 nE ELNATT� AIR CONDmONNe see AIU ON Doccom T III* 04=7 I Q TELEV004 JACK CE Pla am O J-EON TO TS /I/•rORIm N ACCORDANCE Of BOX MAN= AS SUM FM CBLM .ON( RENE CELNO MNrLIONT TO Ed MIrPORTm N ICCOIOMC! - mk AS SUW FOR PE M' 04CANDdC.NT LIOM sTRr eee LIDw 71 6TRI• nnnnnnnn 40• RACIANDINCIAM Sae STRIP FLOOD Llole - arr. xafax IarrAD • r' FIRN.BurraN FOR CHrft Um FORT LOUTION OF TV JACKS A P%CNE OUTLETS A FANNS TO W VZOPIED. NOTBOIASR PI!•CONETIWCTION NBETINS. • ALL N A 20 AMP BR4NCN CIICYITO TO BE ARC FAULT PROTECTED r!R ILICTmCAL r"Ovo" OF mm (20m) A NFL TMO Zen roMO N. TO MP OI RY C • 20 AMP DEDICATED • • IELATID (NOT ON IOT N WJTC M=Ur. CNC • 01 TO K DISCONNECT TOM LOCKOUT N PAWL "THPAETIEI! • BIATFIEOCIT FXHAUST FAN TO HAVE MRL Q PMOV 10 Be OM NTlR'TITTlNT Fele ELECTRUCAL RlOVR1CNE a MCTION TTEOT.E FEDR Truro (2mei • LAUTORY BOOM AND DIEVYNEISR PIROMMACLE &WALL BE dROIND FAULT CIRCUIT.INTERRUPTER PROTECTION FOR PNY4EON EL ON PREVEIM • UNI N& MM OO WALL BE NON FITALLIC CABLE PER BLECTIBCAL PROVISICW OF FBCIe TTY ro (2me1 • ALL l*MK TO CMIPLY UITN ELECTRICAL PNOVION" OF INSFBO! TTN no(2me1 • ALL LIMfM AYALL R! !ELECTED RY RIIILDER Alb '! OF LtlNTR16 ILA B! OilR6Y EFFCdT TYRE PER BPICIlwICY) fm! IN romON RAdw I IL - - - - - - - - - -� SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . F-m' ED] LED LIGHTING C� DOUBLE LAV. BATH Al M�m LED LIGHTING DOUBLE LAV. BATH 3 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774.4078 wwwsbdesigngroup.mm AA M: 0003325 C g � O c$a aLTaDIV. at LATE ABBOTT PARK LOT #6 BLK #14 PHASE 4C PROJl7CT# 04 81.04 —06 4 MODRI. 4EHB "2605— HAYDEN" CAVACa 10WING: RIGHT PACE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C L2 rB A E, 10/26/21 CA=.- 1/4"=1'-0" HEW E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . I'-0' ii—---------j SECOND FLOOR '' PLUMBING PLAN SCALE. I/4 • V-V v v:R MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesoi*oup.com AA M: 0003325 p O $ a R SUNDIN. Ac L02% ABBOTT PARK LOT #6 BLK #14 PHASE 4C )PROJECT* 4 8 .04 -0614 MODEL. 4EHB "2605-HAYDEN" OARAOR 8WING. RIGHT PAaa: PLUMBING PLANS 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAID a MASTIC. AND INSTALLED AS PER FBC lTH EDITION (2020) 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 8. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TI4 EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL ISE CONSTRUCTED IN ACCORDANCE TO FBC 1TN EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, 814011JERS, SPAS AND SIMILAR BATHNM FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403, S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MALICE -UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AMC) FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. W GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER BOOSTER TO BE A FANTECH DBP BOOSTER FAN OR EQUAL. FANTECN DISP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — 80LID LINE- SUPPLY TRUW- - BROKEN LNE• RETURN TRWK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 0 TFEW10STAT m PASB-TNRU AIR GRILL NOTE' HVAC TO HAVE PROPER PANS W/ DRAINS >ALL ATTICCEILING EXTERIOR WALL PLENUM AIR RETURN ON AND LIQUID AIR SUPPLYGERANT LINES SECURE STRAP TO CONC. CONDENSER LLV (2)-3A6'X2' TAPCONS WIT SMP60N WB ROLL SCRAP OR EQUAL AIR HANDLERIOR WALL VC CONDENSATE DRAIN LINE TMECHANICAL SECURE STRAP TO WIT W/ (2) EVAP. TRAYLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB %XI 1/4' SHT. MTL. SCREWS REFRIGERANT LINES TO CONDENSER UNITPLATFORM CONDENSING WIT TRAP DRAM LNE AND TERMINATE CONNECTION TO PAD MAN 1THEDI I DRAIN,) PER FBCR 1TH EDITION C2020JNOTE: MAIN COND. DRAM 3/4' DIA SLDG. CODE SECTION 3012.4 OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL COUNTERSUNK Co. PLUG BRASS PLUG 1—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 5*000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/BPEC n4FL0OR SLAB CLEAN -OUT (T FIR GRADE OR PAVING SEE SPEC. I'-oOW. LONG. FITTING OR EXTEN810N TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPj I ----------- I I I I prNrur RO I1FROM 1.iViHCs FROM ROO]H ABOVE 1 I qII 1 — III------- III �---------- m t�e I I II 12XI2 14X6 PAW HRU 1'00. I2XS SX4 8' S/A FROM ABOVE SX9 / III III FIRST FLOOR MECHANICAL PLAN ALEt 1/4 . P-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX:407-774-4078 www.abdesigngroup.eom AA •: 0009928 s b C ABBOTT PARK LOT #6 BLK #14 PHASE #4C PUS'OnmTSU 04181.04 -06 4 11LODEL: 4EHB "2605- HAYDEN" OARAGZ OWDM: RIGHT PAGE - FIRST FLOOR MECHANICAL PLAN %160 MPH EXP. C DATIM 10/26/21 IMICALE: 1/4"=V-0 srtEET M1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdwigngroup.com AA M: 000332E LA 4 SUDDIV. & L071 ABBOTT PARK LOT #6 BLK #14 PHASE #4C Pno"=T/ 04181.04C-06141 WODZU 4EHB "2605- HAYDEN" OAI AGZ 8WUM: RIGHT PADS: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C i '-----------J SECOND FLOOR MECHANICAL PLAN BG,4LE, V4 . I'-V 2X4 TOP PLATE F+RE-PAS TRUSS 1/1' CLG. BOARD VY DRYWALL SECURE ST. — PLATE TO SLAB IW 10d MASONRY NAIL • 32' Or - MAX FIN. PLR 2X4 WOOD STUDS 424, O.C. TIONS SUPPORTING HUWs PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905JJ. ROOF SNEATHNG THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSSJJ MTL. DRIP EDGE J 2x FASCIA PER I .m TYP.. ELEVATIONS OH. VENTED SOFFIT I f I � 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ,S/8' GYPSUM B< OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FOW18 INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 IN&ULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRNG - STRIP'8 • 24' O.C. W cm 1/2' GYP. WL. 150 - WOOD BASE — 0'-0' FIN. FLR j _ • 1 a •4 W/ WINDOW OPENING i' D44 SLRBYL DO NOT CUT SAID OEAM NOT CUT SOLID await rw BOND IW (I). % BEAM (21 C40UM E - RESARS 2A PIPE THROUGH BOND BEAM SCALE, W4'.I'-O' FIBEIRCsLASS SHINGLE8 WITH UNDERLAYMENT AS PER FBCR WSJJ. ROOF SHEATHNG THICKNESS AS PER SHEET SNI. 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 ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 16095.1. B TYP. WALL. SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4 .r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. m MR 0" Loa .m I 28 GAS LINE THRU BLACK s vx.r r FIBERMLA68 SHNGLES WITH UNDERLAYMENT AS PER FBCR SMJJ. ROOF SWEAT14NO THK2GIES& AS PER SHEET 8NL SECURED PER FASTENER 80HEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT WALL SHEATHING TWICKNE86 AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR & CMU S. im H/ ; ►� Rea NRTICJL r11ACK� I. ` SAD DOaR Rea. s GARAGE DOOR JAMBS D1 SCALE: 11/2' • I'-0' FIBERGLASS SHINGLES SPF 24' O.C. MAX. WITH UNDERLAYMENT _,-2X4 SECURE W/ (2) I'ld NAILS AS PER FCCR W5.1.1. • EA END ROOF SI-EATNNG 2x BLOGKNG BETWEEN TRUSSES AS PER SWETW=ET SHEET SNI. ,—PER STRJCTURAL DETAILS SECURED PER FASTENER SCHEDULE -STIFFBACK AT ALL UPRIGHTS - PER STRUCTURAL DETAILS MTL. DRIP EDGE -PRE-ENG WD. TRUSS 9 Ax. 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RW SECURED PER / STRUCTURAL DETAILS J/ WALL SHEATHNG SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES PER ELEVATION SHEET SNL SECURE PER FASTENER SCHEDULE 5/0' GYPEUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRU88 UEEP SCREED R-4.1 INSULATION 2x P.T. SECURED PER STRUCTURAL DETAILS �— WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS lIx2 P.T. FURRING - STRIPS 0 24' O.C. 1/2' GYP. WL.130 - WOOD BASE— CMU 0'-0' FIN. FLR 4 • • ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ° ACCORDANCE WITH FBCR 2020 4 ITH EDITION, SECTION R301.1.3 AND 1609.5.I. B TYP. WALL SECTION n W/ WINDOW OPENING NO OPENING NOTE: METHOD TO BE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE F5CR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdes igllgroup.eom AA B: 0003325 s� a kkCA W O IAB BOTT PARK LOT #6 BLK #14 HASE 4C PROJECT# 4 1.04C- 6 4 MODELA 4EHB /. " 2605- HAYDE/�N" GARAGE 8MYDUM: RIGHT PACE: DETAILS %160 MPH EXP. C FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9m8.1.1. AS PER FSCR Wb.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET ON]. SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG LLG. TRU ERA PRE-ENG WD. T PER 24' O.G. MAX A LEVATION 24' O.C. MAX � LEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUER 2x FASCIA PER CALCS FOR VALUES VENTED O.W. I S/S' GYPSUM BOARD ELEVATIONS IO 5/0' GYPSUM BOARD SOFFIT TYP. OR V2' WIGW STRENGTH TYP. OR In' HIGH STRENGTH Cl G BOARD VENTED CLG. BOARD REFERENCE bd FIRE -STOP SOFFIT bd FIRE -STOP STRUCTURAL R-4.1 MSUL. REFERENCE INBUL. STRUCTURAL R-4.1 w ,p W WINDOW ATTACHMENT w AS PER 0 MANUFACTURES BPEGIPIGATIONB RENCE STRUCTURAL 3/4' T 4 G SUBFLOOR 3/4' T A G SUBFLOOR GLUED AND NAILED AS PER NAILING 1/2' THICK, 2 COAT V F� GLUED AND NAILED 1/2• THICK, 2 COAT SCHEDULE PORTLAND CEMENT lu a - AS PER NAILING SCHEDULE PORTLAND CEMENT w PLASTER APPLIED w PLASTER APPLIED 4 DIRECTLY TO w .� DIRECTLY TO a MASONRY m MASONRY w m DC2 FIRE -STOP IfELEVATION DQ FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL ti LEVATION LEVATION 5/S' GYPSUM BOARD 5/6' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD R LVVATION IX2 FIRE -STOP Do FIRE -STOP R-4.1INSUL. R-4.lINSUL. w w W ot w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCESTRUCTURAL - V2' THICK, 2 COAT1/2- THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. FURRING TO STRIPS • 24, O.C. PLASTER APPLIED STRIPS • 24' O.C. MASONRY S' CMU DIRECTLY TO B, cm MASONRY 1/2, GYP. ILL. SD. 1/2, GYP. WL. 50. IX2 FIRE -STOP WOOD DARE IX2 FIRE -STOP SKUOD BABE t. t. L 6 .a. .a. W/ WINDOW OPENING WITHOUT WINDOW OPENING SECONDYFLOOR BLOCK BLOCK SCALES 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774-4078 www.abdesigngroup.com AA M: 0003325 a a 'WI EtmDIv. Ae LOT. ABBOTT PARK LOT #6 BLK #14 PHASE #4C P1tojwT/U 04181.04 -06141 moDEL: 4EHB "2605- HAYDEN" GARAGE DWDM. RIGHT PAGE: DETAILS 160 MPH EXP. C Im 72X& .T. - CENTER OF DOOR HEADER SECURED SV (V V2' X S' J-DOLT I V 4' MN E ISEDMEM UV 2' X 2' X V6' WVNSHlR 4 NUT OR W/ (2)14' X W ANCHOR DOLTS LLV 4' MN EMBEDMENT W/ 2' X V X VS' WASHER 4 NUT— 0��■L�L.I�r�I7 ill 1 VJ' EMBED, S' OC. 4' END DIET, 1 V2' EDGE DIST. 63 l -- III W/ (5) LW X S' J-DOLT OR ANCHOR BOLTS, WV 4' MN lFbIDMENT, W/ 2' X 2' X VS' WASICR 4 NUT. (1) WITHIN S• OF TOP, (U W1WN 6. OF THE BTM, ® (5) EVIDLY SPACED. 0 NOTES, ALL ANCHOR& SMALL DE N ACCORDANCE TO MANFACTU IEN'S INSTALLATION NSTRICTIOM6 WHERE SUCH NOTRUCTIONS ARE MORE BTRINUNT GARAGE DOOR T BUCK ATTACHMENT 2X-lk cm SECURE To BLOCK IW 3/16' TAPGQNG MN SHANK 612E J46 MN HEAD 612E J60 MN EMBEDMENT 1 V49 WTHN 6' OF EACH END 4 16' OC. MAX 8PACMG. 2X4, 20 SECURE TO BLOM WV'J/16' TAPCONS (MN 6HANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 6' OF RAC 4 END 4 B' OC. MAX SPACNIS 2X4, BE SlCum TO BLOCK W/ V4' TAPCONS (MR SHAW SIZE JM MN HEAD SIZE 300 MN EMBEDMENT 1 1/4•) WITHIN S' OP EACH END 4 IS' OC. MAX SPACING. 2X6. 031 2X6, ® 2X6, BOB 6ECUC TO BLOCK 6ECURE TO BLOCK SECURE TO BLOCK W10) 1/16' TAPCON6 WKV SAS'TAPCON6 WK2)V4' TAPCOND(MN (MIN. SWANK 612E W5 (MN. SHANK SIZE J45 SWANK SIZE .145 MN MN HEAD SIZE J66 MIN. MEAD SIZE J00D 0 HEAD 61ZE 3MN 8' TMU MN EMBEDMENT 1 V4') MN. EMBEDMENT I V4') EMBEDMENT I V49 WTHN S' OF EACH END 6' Q'1J WITHIN S' OF EACH END 8' CHJ WITHIN 6' OF EACH END Vi' DRYWALL 4 18' =MAX BPAGMG. 4 M' OC. MAX SPACNS. 4 W OC. MAX SPACW. •' CTAI Ix4 P.T. OR 5/4'XA' MM. 1.1 DRYWALL V2' DRYWALL LW DRYWALL EXTEND THRJ INTO 4 ❑ 1'XI' 2XS, RE a 2XD, ® Li SEC E T EXTEND 1-I/4' INTO PT. NAILER BETI/E t0 BLOCK 1'X4' BEL7RE TO BLOCK1'X4' SECURE TO BLOCK P.T. BLOCK WV SA6' WN2) SAV TAPCONS P.T. NAILER WN2) SAS' TAPCON6 PT. NAILER WW2) V4' T;GIZE P.T. NAILER TAPCONS DOOR C46RY (MN. SWAN[ SIZE J48 TA6, 06A. X 4' MN (MN SHANK SIZE J45 DOOR CASMG MN SHAHS5 MN SHANK SIZE .M5 MN HEAD SIZE J00 MN HEAD SIZE 306 MN HEAD D TAB'OAD. X WMNMN HEAD SIZE 960 MN EMBEDMENT 1 1/4') DOOR CASINO" MN EMBEDMENT I VW) MN EMBE4•)MN EMBEDMENT I.V4• WTHN W OF EACH END WITHIN S' OF EACW END WTHN S' OEND DOOR CA6NGWTHN S' OF EACH END DOOR JAMB OR WINDOW 4 B' N MAX 4 h'OC. MAX 4 B'O.C. M 4 V' OL. MAX SPACING ATTACH TO 2X PER 6PACNG. DOOR JAMB on WINDOW SPACING. 6PACMG. MANUFACTURES DETAILS. ATTACH TO 2X PER DOOR JAMB OR WNDOIU DOOR JAMS OR WINDOW MAMPACTU 06 DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANI'ATTURE6 DETAILS. MANUFACTURES DETAILS. NOTE, SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3/4" OR +5/4" 1RNDOW TO BLACK +3/4" OR +5/4" 2X4, BJ SECURE TO BLOCK aV W16' TAPCONS (MR&. SWANK 61Z! .H5 MN HEAD SIZE J06 MN EMBEDMENT 1 1/41) WITHIN S' OF EACH END 4 B' O.C. MAX SPACING 2X6: SECURE TO BLOCK WKU 3/16' TAPCON6 MN SHANK S= .945 MN HEAD SIZE 3D6 MN EMBEDMENT I V4') 6, cm WITHIN W OF EACH END 4 M' OC. MAX 6PAC 4UL V2' DRYWALL 2X6, ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER WK2) SAS' TAPC." DOOR CA6NG (MN 614" SIZE .Wb MN. HEAD SIZE J00 N. MEMBEDM TENT 1 V49 WTHN S' OF EACH END 4 16' OL MAX SI"'�� DOOR JAMBR OLVCX U ATTACH TO 2X PER MANIFACTUE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +1 1/2" r102011 TO BLOCK +1 1/2" O NOTE, SHIM AS NEEDED TO PLUMIS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/10" /1111NDO1L TO BLACK +1 15/18" 2X4, I>m SEN.I,IE TO BLOCK W/ 3/16' TAPC.ONS (MIN. ON" SIZE .H5 MN HEAD SIZE 300 MN 0 DM IE NT I V4') W tWNl S' OF EACH END 4 B' OC. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6, CM ON OUTSIDE 4 SEWED SEWS TO BLOCK TWPRCL04 NON-STRUCTURAL WK2) W*' TAPCONS 3A6• TAPCC N MN I-V4' (MN 614AK SUSS J45 EMBEDMENT INTO BLOCK MN HEAD SIZE 306 MN EMBEDMENT 1 1149 WITHIN S' OF EACW END 8' CPU 4 W{' OC. MAX 6PACING. V2' DRYWALL 2)m SECURE TO BLOCK PX4' WK2) SAS' TAPCONS P.T. NAILER MN SWANK SIZE J45 DOOR CAB MN HEAD SIZE 300 MN EMBEDMENT I V4') WIIN S' O THF EACH END 4 te' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUE& DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW DOOR JAMB TO BLACK +2 1/4" /11LLNDOV TO BLACK +2 1/4" Y NOTE. SWIM AS NEEDED TO PLIMD JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" a 1sI W TYH RLOCK 4.'1" NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLACK +3 7/18" I/B4DOR TO BLACK +3 7/18" 2X4, BE 2X4, BE SECURE TO BLOCK WV SECURE TO BLOCK W/ !/*' TAP ," (MR&. 1614' TAPCO NS (MN SWANK 612E .146 MN SHANK SIZE J46 MN HEAD 61ZE J00 HEAD SIZE 3DD MN EMDEDMEM 1 1/4') MN 01MCWMT 1 1/49 WITHIN S' OF EACH WITHIN S' OF EACH END 4 IS' OC. MAX END 4 B' OC. MAX 6PACNG. NOTE: STRECTURAL 2X MUST BE SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 81 CU ED � ® ON OUTMD! 4 SECURED SECURE TO BLOG7C THROUGH NON-6TR CTUtAL SECURE M OLOCK TWIRO JGM NON-6TRUC7URAL IWY2) 3A 2) /16. 7APCON6 NW• TA r..ON MN 1-V4' WK2) VW TAPCON6 MN SAS' TAPCON MN I-V4' (MN K SWA SIZE.Ws LM DMENT INTO BLOCK N SHANK SIZE .M6 M EPB®MlNT INTO BLOC[ MN HEAD SIZE 300 HEAD SIZE !D0 MN MN EMBEDMENT I V49 S. Ci"X! RMBIDMENT I V4') S' OF EACH END WITHIN S' OF EACH END P cmWITHIN 4 IS' OC. MAX SPACING. V2' DRYWALL 4 IS' OC. MAX SPACING. IR' ORYWALL 2X& ® PX4• 2XS, ® 1'X4' ❑ DECUIE TO BLOCK P.T. MAILER S!C{R! TO BLOCK P.T. NAILER W)(2) SAS' TAPCON6 DOOR CA6W5 WK2) I/4' TAPCON6 4' MN MN SHAW 61ZE J45 (MN SHANK SIZE J46 1• P.T. X MN HEAD SIZE 900 MN HEAD SIZE 300 MR EMBEDMENT 1 V4') 2ND 2X SECURE TO STRUCTURAL MN E'BEDMBYT 1 V4') DOOR CASINO WTHN S' OF EACH END MEMBER UV(2Ad UNT14IN 6' WITHIN 6' OF EACH END 4 M' OC. MAX OF EACH END 4 V TO 6' OC. MAX 4 W OC. MAX 6PACNG. 6PACNG. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANFACTHRES DETAILS, MANIFACTREG DETAILS. NOTE. SHIM AS NEEDED TO PLUMB NOTE, SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +3 3/4" nN15T A 'ro a= is" n AwW TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.c AA 5: 0003325 q s n � MEN fir � rQ <pp 0 IIII, �.LLEEEJ. ■UDDIV. Ae LAC. ABBOTT PARK IDT #6 BLK #14 PHASE 4C LR PonmTo 04181.04C-06141 MODEL 4EHB "2605- HAYDEN" OAI AQZ SWINO: RIGHT PAGZ: DETAILS 160 MPH EXP. j 2 NO Dw 10/26/21 SCAM 1/4"=1'—O" a1Y11Drr D3 O41�OLD IIIf10 • Pi. A OI. (OLD NIMWD MA L cm." . Pr. G DIP ® LTOLD 11410.IR.A L alNW.Inc A(OLD PT. G OAR Pf. I TLI. Pt. G T01 IW IDRQ'7 K.W. WOITaO "'""W WTWR,wIT Man Ha vA. (IMY'Ix w J O"T Mmmt fGMO Be'1. bRT.bIR PAPER agwm mLT) RAPnwwl olLr, Imam WALL KASI ma. &TALL KK II Al 0I 11100011 WALL WIWIIWGTKw ® KIC KO UT DETAIL WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER ROOF/WALL SCREED 8'k3' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. nouffimi'Muk DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER------- — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16° ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOT : METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-541-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd"pgfoup.com AA N: 0003325 Ila s� c 3 1ltnmly. as ix ABBOTT PARK LOT #6 BLK #14 PHASE #4C PROJWT* 041 4 — 141 "OD2r.: 4EHB "2605— HAYDEN" RIGHT PAOZ: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO UJRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH X—x—X—x STUCCO WOOD OR '1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2B L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING WIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6 B DRYER VENT ( BLOCK) BUILDING PAPER OVER 'QUICK FLASH, — — — PIPE THROUGH WALL I 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A1VENT PENETRATION SCALE: N.TA. ELEC. METEF VERIFY LO fiTCGfi IV IiCC.CIVC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON SASE 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 CUT OPENMG IN APPROVED HOUSEUIRAP FOR BOX INSTALLATION WIRE, LAYER 01, STUCCO URAP WOOD SHEA APPROVED WMWU (ZAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 WOOD CONSTM=TiON r cm mFA WOOD OWEAT14MG •IRIS LAYER 'I, STUCCO WRAP tiM LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH FINISH •DD -FASTEN TO WOOD STRUCTURAL MEMBER • 1' OC. MAX _ g,31- 11EE2 ft ADHESIVE FLAWMG, CLEAN MASONRY BEFORE APPLYN3 TEXTURED FMIW • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCKZ URB LAYER 01, STUCCO WRAP IURB LAYER 'I, STUCCO WRAP Q APPLY 6m MIN ® SELF -ADHERING GRADE 'D' FELT MEMBRANE FLAWING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP `WRB LAYER IQ, FORTIF15ER BUILDING PAPER STEP #3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ Cm. FINISH (SEE TYPICAL WALL • : • e • e . w SECTION) METAL LATH 1 [.1.1] lrj STEP #S STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.407a www.abdeslgngroup.com AA #: 0003325 � 8 a � sm W U O ABBBOTT PARK LOT #6 BLK #14 PHASE 4C PROJ=T* 04181.04C-0614 awaaLa 4EHB "2605— HAYDEN" OARAOS 8WnfG: RIGHT PAOR: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — - — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO L. �- " �' WOOD OR -1/16' ZIP WALL S-IEATPING SELF-ADHESIVE FLASHING — — — — — L 2 1/2' L CORNER BEAD (FASTENER 4 SPACINCs 0 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .abdmWngroup.00m AA A: 00033.25 La 8 A SUDDiv as Loan ABBOTT PARK LOT #6 BLK #14 PHASE 4C PROJECT/ 041 1. 4 - 6141 KODEr1 4EHB "2605- HAYDEN" GARAGE EKING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C Alm, J DwT 10/26/21 scAim 1/4"=1'-0" exEET WA3 mrycNp TRDCTION WD= SHEATHM6 LLRATHER RESISTIVE DARRIER 9 LAP Bobo / \ FLAGWM PL A�FERM6 i \\ i �i MRTIHER REMSTWE WEAnSAMER 1�R•SIOTWE SidRTER STRIP I \ � FLASHSELF-ADFER►Y \ � ' GALV'D MAL 7* PLASMNS C •Z• FLASNM6 14 I . X &. SIMJLdTED ` TRM M9"!ER / ulOODS�R I OR APPROVEGAP D SEALANT IASM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOT METAL LATH: LATH TO 5E PER SECTION RV03.1.1 / ASTM C-84l-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abde oWoup.com AA #: 0003325 d fit � if O III Lill aUDDIV & LOT: ABBOTT PARK LOT #6 BLK #14 PHASE #4C PROJMT# 0418 .04C- 6141 UODEL- 4EHB "2605- HAYDEN" GARAGE BVIU . RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C L2 DA 10/28/21 aCALM 1/4"=1'-0' a>KEaT WA4 00 1101IM111111 ASPWILTSATURATEDFELT CARESH WBETAKENNKEEFINGTHEVENTPROPERLY A", B-AND',, SHOAM IN a'GMVANPEO ALIGNED. VENT PIPE IS SEALED IF UT—D. NALN RACE USING 1.1IC NAILS AT EACH CORNER. RIXFNIGCFIAENT MOAMTICM SHOULD M APPUEDTOALL SHNQE EDGES NEAR THE CUTER EDGE ANDAR W NDTHE ENTIRE PERIMETER AS, NEOPRENE BOOT NI CUT OUTTHE GOOSENECK VENTCRENNGNTHER-F RECOMMENDED INSEVEREWEATVER 0- -� � 8 ATHING SIZETHECPENNGINACC-DANCEWRHTHE CHART SHOVN. N THE EVENT A MECHANICAL VENT FAN IS CONSTRUCTIONZONES. �' � �: .•.. "• USED. SEE THE VENT—ING IN ACCORDANCE 64T1T1 VENTFAN MANUFACTURES RPINGCCNNECTDN _ �•. •"• �'. II•I9TRUCTIONS T RAFTERS ES OR KHEN —N. THE T OPENNIN THE R REMOVE^NTERFER KG SHNQE NAILS AROUND THE �c `.:`•: PERIMETER OF THE OPENING SOTHATTHE NALNG FIANCE OFTHEVENTIAVSFLITTOTHEROOFSNEATHNG.SUDE THE ASPHALT PLASTDCEMENT TGP AND SDE FLANGES 6THE VENTUPAND UNDER SHINGLES.—THEBOTTOMVENTFLVJGE3 01-ON I I MQDED ARCUNO B/SE CF PPE AND OVER FIANCE THE TOP OF THE SHNGTES IF IT—A--11 e ROOF HOOD VENT DETAIL ef APPISOMW HOUSNSW OVER SFl.ATI Sm 0"" HID STD WALL STEP 1 NSTALL 6-- SELF-ADIERSO KA6MNDI OVER NMLN6 RANEE J~ K"ISL RA.ASM MN P EELOII SILL FLIXIEL! RASNN6 DO NOT MAL EOTTOM PN o" O FOLO-LARLT WOWS 1 (0 MOUSEY AP LM TUOf PLAP Ii.0 At MEAD FOLD NOU66N N AT JAPES G Slot! SS.L R NOTALL 6 SELF-ADFERM PLASIIN6 OVER NT VL HEAD FLASMm rmnM 00 C AMM NALNS PLwnE I EXTETD - STEP 7 ALIEN N.ASNNO SILL ma MlOMANWALLY PASTON FANRSD � 6TAPLEM NOTALL DWI= PLEMIRAP AS, % PLASHM AT TIE PLUMBING VENT DETAILS SCALE+ MILE PLASNN2 MER DRIP CAP ECTO-~ EaIN) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS W WIDE VALLEYHASHNG 5Jp OR HEAVER FELT UNDERLAYNENT ASPHPLT ROOFNG CEMENT S"CF CENTERLNE MRFASTNERSN END OOF SHNQE MENDENOSHN D AT LEAST ITEFUNE VAILEV CEMERUNE "CLPPEDCPF CORNER AT ASDEGREES SHINGLES TRIMNEDT'FY.CK FROM VAUEYCENTERLNE L IT 16 THE CONTACTORS Il6rptllplLTY TO VERPT ROOF VALLEY DETAIL ALL PRODWS11 NCIIDNb "'E coMPATSEALA SEALANTS T WIIRAP. SEALANTS . L MRODI•aN0 SCALE. NT6 FLASWM MATERAL6 USED MWO CONSTIO CTI01 7. INSTALL ALL MATERIALS PER tMN/ACUMNS WRITTEN SFwr"TOb VISONUIL SEALANTS MAY IEACT ADVERSELT F NOT COMPATN" EAN AND SEAL JAMB TO SILL JOINTS, WITH DOW M FOLLOUNG COMPLETION OF EXTERIOR RETROFIT WORK NOTIEL REPAIR SCHEME SHOIIN GWALL BE IMPLEMENTED AT ALL WNDOM WITH EVIDENCE OF WATER INTR*ION BELOW 714E WINDOW OPENING INTERIOR PERMTER OF WNDOW WITH SEALANT APPLY OSI FUU (O SGALAL) SEALANT FLUO APPLIED RASMNG (LANTO UNITE -SEAL MC-61 OR —IA. ). SLOPE SILL TO Ex L IT E THE CONTACTORS MSPONODILTY TO VERIFY TM CO'PATIEILTTT OP ALL PRODUCT6 NCWDN6 SEALANTS / SELF-ADIERNO FLASWM MATERIALS USED DUSN6 COTMTRUCTION 9. RASMN6 AT EXTERUOR WP400M AND DOOR OPENN7S MALL BE INSTALLED N ACCORDANCE MTH MAKFACT.RER'D INSTALLATION NSTRICTION6 AND APPROVED METHOD U OP PRC WIMA U N ACCORDANCE MTN POWNSTRATCN MAMPACT AIMM INSTALLATION AND RAM" N6TRUOTI0 L 1116EIfl3L SEALANTS MAY REACT ADVERSELY P NOT CQIPATIDLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX:407.774.4078 www.EbdeslgngrouP-com AA 8: 0003325 O aUNDiv & LOT: ABBOTT PARK HAT #6 BLK #14 PHASE #4C PnojmTfp 04181.04C-06141 woaala 4EHB "2605- HAYDEN" GAXAoa 8WUf .. RIGHT PAOH:: WALL ASSEMBLY DETAILS 160 MPH ER. C 2 D TM 10/28/21 aCALE: 1/4"=1'-0' axaaT WA5 / i \ '-------------------------------- ------� \ - -- 2x6 SUB-BANb 77 W/I'x4' NOTCH a — - --- END, WRAPPED IN n PEEL 4 STICK DRIP EDGE 11 ' I\ /gu -1/8' TEXTURED I \ FINISH a WOOD I \\ I 1/S' 1/2' TEXTURED \ FINISH a CMU / \ I METAL FASCIA \ WRAP )b' FROM \\ i STUCCO, I' FROM \ \\----------........... WOOD WALL \ EXTERIOR WALL \\ //) (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ELEVATION ®FLAN A METAL FA&VA WRAP 2X6 6U0 DAND— ;n © f=L AN B —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 1-1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH a CMU \ / 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL • l/6' TEXTURED FINI6H • WOOD. W TEXTURED PR416H a CMU METAL LATH .WOOD SHEATHIWA on CF'N) -WRS LAYER 9, STUCCO WRAP(PRAME ONLY) •UIRB LAYER 7, FORTIFIBER BUILDING PAPER (FRAM ONLY) RooFMG CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/126 NAILS 6'-8' O.G. MAX. 2x SUB -BAND WA'x4' NOTCH a END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) FRAME OR CMU 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/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL �V -ROOF CEMENT a ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK— OUT 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 32750 PH: 407-774E078 FAX: 407.774.4078 www.abdesoVoup.com AA k: 0003325 s� vlink w ypi SlVBDIV. ! IATs ABBOTT PARK LOT #6 BLK #14 PHASE #4C PmoJmcT# 0418 .04C-06 4 MODRU 4EHB "2605- HAYDEN" GARA0Z BVIN s: RIGHT PACE. WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C TEA F _ — — — 4" CONC. w SLAB b o- 0'•0" b rn 28,-2" SLAB 3'$" 8'-0" � � 1 r — — — — — — FM-18x18 — — — — — IS tA 4 �I 0" 11'-10" 18'-4" II i i 4" PVC i� CHASE Im 11 b b ii mI ` `° I' TOP OF ro i i I JN Ili b SLAB I LL. U 00 n I it i i 20'S" T-5" 11'-10• LL CW12x12 p I I II ii F•24 b i i 01 11 I 1. zo b N iiz — y UPT02NDFLOOR N od � I (FIELD VERIFY p I , b In Y � a II w 8 EXACT LOCATION) t ( 5 O y I 1.1 T-0" = 9'-5" 9'-3' 2'-8" 9'-4" yo > Np b 1 to x #3 TRANSFER STEEL W Ie � 1 o 0 24" O.C. MAX UI N + I `-q SIM. to 2 0'-0" FIN. ELEV. I _ _ ImFIN.CONC. SLABCONC. SLAB I _ 4 CONC SLAB L — FM-16x18 — — — — FMC- 16x18 T-8" 9'-11" 4'-5" -10" 18'-0" 2'-1 " °D o L FM-16x18 b < ro I — _ — m � u y FM-IOX18 5'-4" FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -44r. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. S. 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 1!2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES W H ARCHITECTURAL DRAWNGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.ONDICATES #5 BAR, 11DICATES #5 BAR, NOICATES #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", #6.361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,OOIPSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE WS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402)602.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402802-16, USING: Fm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, 18. VIARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER y OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3T LEG EACHWAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12, CONTINUOUS 18" (2)#5'a FM-i6x18 16, CONTINUOUS 16' - (2)#5'a fM-20x18 20' CONTINUOUS 16, - (2)#5'1 FMC-16x18 16' CONTINUOUS 16' - (2)#ft - VARIES 1T SEE PLAN 1T - (2)#5's U 12, SEEPLAN 1'(2)#61 VARIES 24" 24"12' ()#5's () 's8" SEE PLAN 8" - (1) # '. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 f IC• % OUNDIV. 89 r oat ABBOTT PARK LOT #6 BLK #14 PHASE 4C PIIo"=T/ 0418 . 4C-06141 MODW, 4EHB "2605—HAYDEN" GARAGE OVIEW is RIGHT PACE: FOUNDATION PLAN %160 MPH W. C So- MIN. EACH WAY MONOLITHIC FOOTING PIN 44 H Him MA STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �. a ' d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS _ ,I.,. SPACING REQUIREMENTS! ¢ u 1 ' 'Y� �.._•..' -r,� • GARAGE DOOR RECESS #J w oa a r•— r FMB" Po � 8" CMU WALL R 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR I w 4" 69. o' . IN FOUNDATION WITH 30" LEG EACH y TOP OF SLAB + TOP OF SLAB a WAY AT ALL CHANGES IN DIRECTIONS I .., I SO THAT THE STEEL REINF. IS CONTINUOUS v ..gAND , • MATCH AMOUNT OF CONTINUOUS BARS CURBFOR < EXT. PORCH SIAB W/ 1/2" ISOLATIONCHAMFER SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA CHAMFER (ISTORY) #3 ,g• , EXT. PORCH SLAB ar•�� SEE SLAB SCHEDULE - V IF TOP OF GARAGE 4"CHAMFER 1STORY ( ) . I•I. ILL a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �-p. MASONRY UNITS SET AT ELEV: JOINT (WHERE (2STORY pq Y4•,W/2"ISTION7g" I. �CHAMFER (2STORV) .:APPLICABLE)EE SCHEDULE #5 30" JOINT (WHERE. APPLICABLE) • P SEE SCHEDULEWHEN G. TRANSITIONS ARE MADE FROM FOUNDATIONSHAVING WxD, BAR &2E BAR QUANTITY #6 38 FatWxD, BAR SIZE BAR DUANmY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:aa"=r-a' 2 @ GARAGE SCALE:34"=1'-D' CORNER BARS DETAIL 4 DOOR OPENING SCALE;3/4"=l'-0" (,) #5 REBAR VERTICALLY W/ CONC, POURED CELL LAP TOP PLATE AMIN. OF 41r' 8" CMU COMMON u NAIILLS, 2' ROWStl4"O/C BTM. VERIFY HEIGHT 5 #4 REBAR @24" O.C. @ CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN V SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING B u Z V. WALL W/ SVP No 2 STUDS SEE < o e�✓3 11 I PLANS FOR SPACING. SINGLE I NEW REINF. BAR BTM. PLATE TO BE PT. 5 SECURED W/2-PART PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO _ 2" CAPPVANIEDZED t9t °j EPDXY. MIN. EMBED SLAB W/10d MASONRY GAL PIPE -' S 8", UNO NAIL 12" O/C STAGGERED. • • e' ¢ W/FLANGE BASE a D FOLLOW ALL MANF. ADDITIONAL METAL H 4" CONC., REINF. W/ I q SPECIFICATIONS FOR CONNECTORS NOT ro #,O ON i I USE AND z ? REQUIRED WHEN NO -MIL POLYY ETHYLENE R n PREPARATION OF 4 4 UPLIFT IS PRESENT. w VAPOR BARRIER ON O HOLE. •II T4 WELL -COMPACTED SECURE FLANGE TO ; SEE SLAB SCHEDULE CLEAN FILL TERMITE SLAB W/(4) 1/4" X 2 14' TREATMENT SHALLBETAPCONSTOP A BORA-CARE OF SLAB .. S : . u •.. PQ�. ..a (2) CONT. #4 REBAR � 4" CHAMFER (1STORY)'—'�6"— "A— e e� . f 6" CHAMFER (2-STORY) :. 4 (2) #5 REBAR ON CHAIRS 12" MIN. DEPTH INTO z 2,000 PSF VIRGIN SOIL OR 95% Ea. EQ. DUL SEE SCHEE VIRGIN OR ENGINEERED SOIL s W COMPACTED SOIL i. q D BAR QUUANmV SLAB HEIGHT LESS THAN 3'-T h C� PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 SCALE :—=1'_0 (NO UPLIFT) FOOTING W/ BLOCK WALL 1 A SCALE: 3!4"=1'-0' LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE s CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/1 Od MASONRY NAIL rr SPACING REQUIREMENTS PROVIDE DEL. TOP PLATE 12" O/C STAGGERED. ADDITIONAL METAL # CONNECTORS NOT J O REQUIRED WHEN NO IS 8" CMU WALL UPLIFT PRESENT POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) ♦•• +- SL TOP OFAB .4 � TOP OF S+_ LAB0'-0' SEE SLAB SCHEDULE 2X WALL FRAMING . , ' e � TOP OF SLAB .ee 1/2" DIA. SIMPSON 5782 BOLTS 5" MINIMUM EMBEDMEN71NT0 � SEE SLAB SCHEDULE .4• a . BAR SIZE 48 BAR DIA e • EXT. PORCH SLAY 4" CHAMFER (I -STORY) 4 GROUTED CELL, 4" FROM ENDS AND W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) #3 18' !n D 4 4'Y 16" O. C. VERTICALLY MAX JOINT (WHERE #4 24" 8 APPLICABLE) i x MEINFOR STEEL aT ' #5 30' � REINFORCEMENT 6'PVC CHASE PER SCHEDULE #6 36 SEE SCHEDULE FOR WAR, BAR 012E THRU FOOTING 6" PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR MD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE sCALE:3/4"=,'-a' (NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING SCALE: 3/4"=1'-0' 12 SCALE: 3/4"=1'-0' d N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.ebdesigngroup.com AA #: 0003325 V CS I All I I IN 4 iLL.1 svaDiv at LD ABBOTT PARK IDT #6 BLK #14 PHASE 4C P1lOJ=Tip 04 8 .04C- 6141 HODRU 4EHB "2605-HAYDEN" GARAGE SWUM. RIGHT PAGE: DETAILS 160 MPH EXP. C 36'-2" 29'-4" 24'1" 17'-8" 12'-0" T- El Ell :o i� Y tV N N O § l+l N YGo N IT-C 13'-3" 11'-8" v IV El 3'-4" 1,Y 10'-0" 2-8 " �19 219 2" FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdes4ft"up.00m AA #: 0003325 O BUDDIV. & LrOT: ABBOTT PARK IAT #6 BLK #14 PHASE 14C P1t0"MT/ 04181.04C-06141 MODEL" 4EHB "2605- HAYDEN" GARAGE SWUM: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C DA 10/26/21 SCALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/1D"HOOK is a GROUTED BOND BEAM N a . 4 'a . • I 44. 'i 5 CLEAN OUT REQUIRED FOR INSPECTION _A '•' I TIEVERTICALREBAR • 4� b • • TO HORIZONTAL . 4.: REBAR W/10"HOCK d— BAR SIZE 148 BAR DIA #3 8' �U #4 24" #5 #6 30' 36' HORIZONTAUVERTICAL #7 4z' REINFORCING � w I NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED 6", UNO i d FOLLOW ALL MANF. SPECIFICATIONS FOR I USE AND PREPARATION OF J HOLE. ,a y . :. STEELREINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA METHOD #4 24' HORIZONTALNERTICAL #5 3W 7 REINFORCING #6 ' 2 #7 4 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a� O B" CMU WALL bYE EXT. PORCH 9LAB SEE SLAB SCHEDULE 4" CHAMFER (I -STORY BAR SIZE 48 BAR DIA �w h W/ l/2" ISOLATION " 6" CHAMFER (2STORY) #3 1V' JOINT (WHERE # 24 APPLICABLE) - MATCH STEEL #5 30' B" PVC CHASE !, REINFORCEMENT PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR BAR BAR SIZE AND BAR pL1ANfITV PVC CHASE THRU FOOTING SCALE: 3/4"=1'-0' #5 BARS B" 0 o7o J-- Fol 1'{1' c T 1 0 • CMU UNIT DIMENSIONS ARE NOMINAL SIZES O /^ MASONRY SYMBOLS 3 1 1 SCALE: 314•'=1'-0' 4' TOP OF SLAB 4 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL32PH: 407-774-607FAX: 407-774-407www.ebdeBiBnBroup AA #: 000332B b 4 F Busa:v ae LOT. ABBOTT PARK LOT #6 BLK #14 PHASE #4C P!lOJECTM 04181.04C-06141 MODZ .: 4EHB "2605- HAYDEN" GARAGE BWENG: RIGHT PAGE: DETAILS %160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W I (9)10d x 1 IQ" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. 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. 10. 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 a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCIRIPTT10N REMARK 0 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / TOA. = 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 (rc Im WSIIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 (1)#5 (1)95 N/A GROUTED SOLID 882 MASONRY 3000 8.8 (1)M5 NfA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.774-6078 FAX: 407-7744078 www.abdes*igmup.com AA #: 0003325 m i J CI film atnmDxv. It LOT. ABBOTT PARK LOT #6 BLK #14 PHASE #4C p1to" CT# 04181, 4 —0614 MODEI: 4EHB "2605— HAYDEN" OARAGE swING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES %160 MPH EXP. C NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8'k8" 5ff;g- 76-,#5 i. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�t PLACE STEEL HEIGHT. apt REINFORCING(2) 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 T#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYP. 8"xt6' 6. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH / 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 � TOP OF THE LINTEL. I- B^ 1, I 41 N. RONALD REAGAN BLVD. VERTICAL RESAR W/ id' HOOK & eW 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. �F--X` / M` LONGWOOD, FL32750 PEE 8x16BEAM DBL. BOND T F P PH: 407-7748078 4 Sp BEAM W/(1)#S BAR BOND BEAM ,p�oS`'' EACH COURSE FAX 407-774-4078 • / Bxe BOND BEAM T P www.abdasWigroup.com • W/(1)#5 BAR .*; BONDBEAM AA A`: 0003325 F = FILLED W/ GROUT W. TYPICAL 'c�� U = UNFILLED GROUT SOLID FROM O NOMINAL LINTEL TO TOP OF BOND OF OPENING _WI / WIDTH # OF #5'S, IN 2NO BOND BEAM, IF FILLED LINTEL BEAM COURSE TE #5 BAR IN BOND BEAM � SEE NOTES _ -CAST CONCRETE �16-1T/1 M/ B BINTERLW (t)#5BAR(2) gP NOMINAL LENGTHOF SAR=WIDTH OF MASONRY CORNER HEIGHT #OF#5'B, TOP OPENING-2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XF%X-1T/iMABINDICATES ADOUBLE BONG BEAM #OF #5'S, BOTTOM BxB PRE CAST CONCRETE SCALE:34"=1'-d' 1 AND XFXX- 1TNMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L7) REFER SCALE: 3/4"=1'-d' IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX -1TPI WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T LINTEL OF OPENING AND XUXX - lTNM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2.4 (MIN 2 X 3) 1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN WINDOWA SHANK SIZE. 145 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT t AT LOWER ELEVATION i/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT T•1 eC v R #5 BAR BENT AS SHOWN PRE -CAST 3 1'b 2.6 (MIN 2 X 3) 2-W16 TAPCON a. F44 OR DRIVE PIN (MIN SHANK WINDOW _ SIZE.145 MIN HEAD SIZE.300 SILL Z � 'SLOPE MIN EMBEDMENT 1114")6' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT H 2x8 R DRIVE PIN (MIN 1Ai OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN A5 TO ALLOW BENT SHANK SIZE.145 MIN HEAD Lit BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 0 UPPER AND LOWER 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ BOND BEAM #5 MIN. REQUIRED D 18" O.C. MAX. MIN ENT MIN. 2-12d PER BLK EA END EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMUWAL SHEATHING CORNER BARS SILL CONSTRUCTION CMU WALL 4RCHWAY FRAMING DETAILS l AT CORNER STEP J SCALE:3/4"=l'-d' 5 b SINGLE #5 CORNER I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF e• FILLED CELL BOND, BEAM PROVIDE 05 BAR AT EACH SIDE auiwiv. aN TAT ABBOTT PARK LOT #6 BLK #14 PHASE #4C PnOJSCTtp 04 8 . 4C-06141 MODZ et 4EHB "2605— HAYDEN" GARAGE Swn4Rci: RIGHT PADS: DETAILS 160 MPH EXP. C WHERE: qjH /W = END DISTANCE % {fl•!l! s. SPACING BETWEEN ADJACENT FASTENERS IN A ROW S = SPACING BETWEEN ROVE OF FASTENERS ee = EDGE DISTANCE r� L STEEL REINF. OF OF ELEVATION BOND, BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROWS OF NAILS ELEVATION OF BOND BEAM . DOUBLE STUD W/ 10d NAIL ATTACHMENT AR 7 SCALE:34"=1'-0 v SCALE: N.T.S. DATE 10/26/21 BCAIM: 1/4"=1'-0" axSaT S2.1A WOOD NEC11011 PA81BBI8PAON16 d. =Z' MIN, 2 }" MAX a = 2 }' MIN, 9" MAX W� a, =1 �' MIN, 2 �' MAX ea = t' MIN, 2 J' MAX d. -T MIN, 2 t' MAX 4=2}"MIN. 9"MAX M2 ea = }' MIN, 2 �' MAX d.=2'MIN, 2}"MAX 4=2 "MIN, 9"MAX �m s, =1 �' MIN, 2 �' MAX MIN, 2 }'MAX NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST I f"OF THE THICKNESS OF THE OUTERMOST LAMINATION FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 VW (9)10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. 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. 10. 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. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SRE & 8"E PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK WD I 06 (3)4"x5 )S") SYP. HTT1 W/5/8" DIA x 5" 5/53.1A PT., WOOD POST EXP. BOLT r--------1 FIRE I- - - - - . 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FIR. TRUSS W ELEV. VIEW PRE-ENG. RR. JOISTS �I �I 3/4" PLYWOOD DRAFTSTOP ' E PRE-ENG. FLR. JOISTS i�l 2X4 NAILER FOR I ) DRAFTSTOP /LAW 3/4' PLYWOOD ORA" STOP PLAN VIEW DRAFT STOP DETAILS n II N u n u n II II n n n u x n u N N N II N u u n u u u u x x it II II II II II n u u u u II N 11 1111 II N II N II n ii II II II II II If 11 II II 11 H ii AN i II 11 II N II 11 II II II II ii jI 11,12 Emil n u u n II N n u u n u II II N N N u n u u u II IWCOD 1WIALLVW' RMTO�W�W/ SIMPSON LOUMb-SDSVO(4)Vx4' TT1k7d HD ANCHORS AND n x n n II u u n 2x1VWOD N N N 2x4 II n SYP. NO.2 STUDS 1 I12" O.C. N II (4)�x2kj'ONSC1EWBTOBMI / x\ J \ 46— n S/P.N0.2 u n n STUDS a n II II II u u n u u I u 11 II II II II 12" O.C. II II IIC" y II II II =_=_= IV NI .ae 'I eomezz=ox PRE"F ;; —'IOIST8024=DA== II / CJIE 5,. C, II II II II II II II II n u u n IL 11 J9 II Il 11 I II II II II II II u u u n II 2 ii WOOD II d1 WALL W/DBL. 11 II STUD UNDER 11 EACH JOIST 11 II/ IDBL STUD � II I�I 11 L 11 I 1 11 11 I 11 11 II OW II I II II WALL OBLD. PROVIDE RA TOPP G 11 STUD UNDER 11 ALONG THIS TRUSS AS TO I I II EACHJOIIIT AREA TO1000S.F. II II II It If If PER FBCR 02.1 11 „ •• •• •• 11 u u u u u n n u II 11 II , II II II ,I II II II I��' II II II II II u u u u u u u u II II II II II II II II FIRSTFLOOR FRAMING PLAN D 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdwjgngroup.wm AA M: 0003325 h ce s� Otill 4 IPROn=T# UNDIV. as IA1`ABBOTT PARKLOT #6 BLK #14 PHASE 4C 0 .04 - 141 MODZU 4EHB 112605-HAYDEN" GAVAOZ bWtNO: RIGHT PAGX-. FIRST FLOOR FRAMING PLAN 160 MPH EXP. C A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Dd X 1 z' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DBL STRAP, I EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 j" NAILS TO GIRDER AND (2) SIMPSON HETA18 TRUSS ANCHORS WITH (12) 16d x 3 k' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2. SECURED W/ (3)16d GALV. COMMON NAILS. ix2 SECURED W/ 10d GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x 4", 8", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, X O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = UA810 LBS, LT70 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2366 LBS, 1_:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SlaTYPICAL TRUSS/ S&1b 1c GIRDER CONNECTOR(S) SCALE:34" -0 SECURE I -JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 24 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SERFS IlIlz 3t BLOCK T1NCKIM 4500 3/4" WOOD PANELS Sow (2) 12" WOOD PANELS 60 (2) 12"WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 12' HIC-H STRENGTH CLG. BOARD PROVIDE BLOCKING 12"GYP. WL BD. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT, I -JOIST CONNECTION @ L.B.W. 7 SCALE:3/4'=V-D" (NO UPLIFT) ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR MATH (9) 10d x 1 ? NAILS TO GIRDER. PROVIDE 6" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP #27'x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. D 2 5TO GIRDECMUA TIEDOWN lyr `WIT (4)SIMPSON "LGTN WITH (4) � x 5" TITEN HD TO CMU AND (12) SIDS f' x 2 ?'TO GIRDER 111p1 8-(1) SIMPSON FGTR GIRDER TIEDOVIN WITH (2) � x 5" TITEN HD TO CMU AND (18) SDS �' x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d GALV. COMMON NAILS. (2) i' x 5"TITEN HD TO CMU AND (18) SDS j' x T ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV, COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LES (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF SCALE 34"=1'-0' GIRDER CONNECTOR(S) 8� WANT OCX TH C M38 4500 3!4" WOOD PANELS 8000 (2)12" WOOD PANELS 80 (2) 12" WOOD PANELS 80 2x LUMBER LSTA72 20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 LVL/W.I ST WITH BACKER BLOCK HTT4 W/5/8"A.B. WITH MIN. 7"EMBEDMENT TO SLAB 8 (18) t6d x 2-1 /2" NAILS TO POST. , POST TO IT DIRECTLY ON SLAB 4 LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0' 6-0- MAX (W/lXQ OR laMAX(Wl ) MAX.�OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING V SCALE: 3/4"=1'-0' PERPENDICULAR TO I -JOIST # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4)114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND 14) 1/4" x 2114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 7'APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR lx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN 24" MAX. W/ 2C MAX. W/ 8' MAX. END OF SHEATH NO wasT 1.1DIBT SPACING SEE FRAMING PLAN TYP. TVP. END OF • • LEDGER o BOARD • (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS BE USED PERPENDICULAR W/ 2" WASHER & 512' WITH (JOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST 24• MAX W/ 2C MAX. W/ 9'MAX, END OF SHEATHING WOIST 4JOIST SPACING SEE FRAMING PLAN TYP. TYP. d END OF w LEDGER OTCH DEPTH 1/4'D • • BOARD a HOLE EDGE >5/8" 2X8 SYP P.T. 1/4"XB" TAPCON DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED �H.LE < 215'D SGL. STUD BE USED PARALLEL TYPICAL OUTER 1fJ OF TO I -JOIST SPAN ONLY (( HOLE EDGE >5/8" A- SIMPSON IUSt.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. (/( EMBED (14) 1Do GALV. COMMON NAILS TOHEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'- WEDGE-BOLT/J-SOL.T, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 01 C - SIMPSON MIU3.56/18 G < 2900 LBS, U < 210 LBS WI (4) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-12' GALV. NAILS TOJOIST FL#17241 BTM. OLE DIAMETER D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/(6) 3/4'- WEDGE-BOLT/J-BOLT, 5" PLATE < 3/5'D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TOJOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3!4'- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12' GALV. NAILS TOJOIST FL#17241 STUD NOTCHING WOOD LEDGER AND BORING LIMITS ATTACHMENT DETAIL 0 SCALE: 1 12'=1'-0' 9 SCALE: 3l4„=1'-0' 12) 2X12 SYP. P.T. FRONT*R. LEDGER LEDGER (2)2X8 SYP. P.T. FRONT 1'fi LEDGER ;�. w %.y bs d a x w 1� ':r REAR LEDGER :t 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4W', 3, ALL BOLTS TO HAVE WASHERS, 4. EXP.BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN WO/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLTSIZE MlL9DD81TAIICEfE111mvAC878 A DOUBLE SYP 2x8 1/4" 8" 24" O/C MAX. B DOUBLE SYP N12 (2) 3/4" 8" 24" O/C MAX A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 8" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/,-BOLT/TITEN BOLTS W/ 5-1/2" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS A„ WOOD LEDGER DETAIL (I -JOIST) V SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "W BRACE I1) "X" BRACE @ CENTER 12) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END, 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (ASPER —� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENTAT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32'OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/12d'88" O.C. MAX CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX �.. BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS ' SCALE:34'=,'-°" 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 LONGAS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS J. N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 ww W.abdmlgngroup.com AA #: 0003325 J t a 0 sunDIN. at LOTS ABBOTT PARK LAT #6 BLK #14 PHASE #4C [PROMOTIP 04181.04C-06 41 MODZT, 4EHEI "2605—HAYDEN" 0ARAGM BVfD is RIGHT PACTS DETAILS (I —JOIST) 160 MPH EXP. C SIMPSON HB WI (8)Bd COMMON NAILS 2x STUDS #8 WOOD SCREWS 8 MPSON H6 Wl (8) 8d EACH END x 2" LONG C 3" O.C.; COMMON NAILS, EACH STAGGERED AS SHOWN #8 WOOD SCREWS END EVERY STUD OR ON DBL. 2X8 SYP #2 LEDGER. x 2" LONG C 3" O.C.; EACH END OF "BUNDLE" SEE FLOOR JOIST LEDGER STAGGERED OFF OF STUDS SCHEDULE, 101S3.1A CENTERLINE 8" CMU WALL 8" CMU WALL E 3/4" AS SHOWN PLYWOOD FLOOR �^ X e" TAPCDNS SHEATHING REINF. PER PLAN 1. REINF. PER PIfW /•1. IONPER ELETELEVATION WOIS7 (SEE 1.1015T (SEE n 0 v? FRAMING PLAN) ! i FRAMING PLAN) PER ELEVATION BER ELEVATION " 2x4 P.T. CEILING 24 MAX (2) 2x4 P.T. WI DBL 2X12 SYP #2 LEDGER. SEE NAILER W/ MASONRY NAILS BOLT SCHEDULE, 10/S3.1A MASONRY NAILS 12. O.C. y 017 O.C. p. Cl IX2 FIRE -STOP .. 1X2 FIRE -STOP WOIST LVL_/ PLATE STRAPS W/10d x1 1/2" HDG NAILS WALL / FLOOR FRAMING, 1-JOIST PARALLEL TO WALL SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 SCALE: 3/4"=1'•0" SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 SCALE: 3/c=r-a' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE -ENO AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 r �N, 2X4 DIAGONAL BTM. CHORD PER TI 8RACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 P7. PLATE TO BLK - W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 7 .,,; y, A - SIMPSON MT812 STRENGTH CLG BOARD 4x414x6 SYP NO 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS 70 TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY6'MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. A7 32" OC MAX B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8P.T. U a 1420 LBS W (14) 10d BELOW FOR PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONIC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE . PROVIDE BLOCKING Q. .0 SIMPSON SPH4 OR SPHB BTM 12" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS. 2x4 SECUREDEACH FILL ALL HOLES, DO NOT USE 10d 1/7'x9" WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLLEDED( 19-0'0'-0" O.C. MAX x7' EPDXY 5-12" EMBED. MIN. @ 16' 1 Oa 10b 1 OCi OC MAX SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °- 6 ,,,�„p, SCALE: 34"=1'-0' a• • • A-SIMPSON MTS-12 U <990 LBS W (14) 10d GALV. NAILS. • ' . 8 - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4665 LBS VGT TO TRUSS W/ (16) 1/4"xYBDS,(1)SIB-A.T.R. TOHDU4 AND (10)i/4"X 217SDS TO POST TRUSS CONNECTION @ L.B.W. 9a gb PMTO SLAB fXM1ECnON SCALE: 314"=lAY' A&B - SIMPSON ABU44Z POST BASE -U:1,900 G5,6W W/ 5/8 DIA x E' EXP. BOLT SIMPSON ABU48Z POST BASE <U:2,300 G:10,335 W 5/8 DIAL x 6' EXP. BOLT C - SIMPSON HT75 POST ON SLAB <U:4,565 W SW A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/7 NAILS TOPOST. alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdes04mup.00m AAA: 0003325 b 1� c Ll —LL..) ounDiv. ac Lom ABBOTT PARK LOT #6 BLK #14 PHASE #4C PnojmT# 04 1. 4C-0 14 moDmu 4EHB "2605— HAYDEN" GARAaa sr DM* RIGHT 1PAC M DETAILS (I —JOIST) 160 MPH EXP. C PRE-ENGINEERED VALLEY TRUSS CC N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdealgngroup.com AA 0: 0003325 C g LA s 4 loll' oulmly. Ae LAT. ABBOTT PARK LOT #6 BLK #14 PHASE #4C PLlon=T/ 04181.04C-06141 Moasu 4EHB "2605- HAYDEN" GARA4E awiNG: RIGHT PAGE: DETAILS 160 MPH EXP. C 21 S FpRnrr 10/26/21 BCA=: 1/4"=1'-0 siMC= S3.1C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WY(9)10dx 112"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W1(8) 1 Od x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. 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 2 718" LONG, W TH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWSE. HEADER SCHEDULE MARK DESC AON REMARK tD (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 (P.I) WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING S61 MASONRY 3000 8x18 (1)#5 (i)p5 N/A GROUTED SOLID B82 MASONRY 3000 8x8 (1)M5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES +,. 8F8-iT/0MU0B 8F8-1T/0M/0B b r E �- U.N.O. PROVIDE BB2 WHERE x GT 8F81T/OM/OB -2 "n s L. 2.1 8F •1T1 Blie-- T/OMN - (, i SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-O" �1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdealgngroup.dom AA #: 0003325 4 h O F wo Sinai / a LAv ABBOTT PARK 1DT #6 BLK #14 PHASE #4C PROJECT# 041 1. 4C-06 41 MODEL." 4EHB 2605- HAYDEN" GARAGE SWUM' RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN %160 MPH EXP. C nw RMT 10/26/21 SICAL.E: 1/4"=1'-0" sign= S5 11LOT I'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 M-0 18.1 1T 1T/08 1T/013 1T/08 TYPE LENGTH 8/8 PLAIN 8!8 SOLID TYPE LENGTH Bla•1T 8116.1T MITT 8024-1T MIT 81324T ere-ts e•ttn ttn ttn erns MIT1110 ere-2r e11e.2r e/zo•zr e/24-2r ene-2r e132aT 3' 8' PRECAST 1438 952 3114 4217 5321 6426 7531 PRECAST 889 1024 3'$" PRECAST 1509 304 4304 5283 6132 7001 2465 6113 6386 TmB U31 10000 1580 3524 4304 5293 6132 7001 V-W PRECAST 1065 700 2306 3125 3946 4766 6667 4'4r PRECAST 514 763 4'-0' PRECAST 1303 3080 3515 46M 6325 e079 1951 6113 7192 8524 7627 $761 1303 3000 3815 4670 5325 W70 4'-8• PRECAST 819 633 1770 2400 3033 36e6 43M 4'4r PRECAST 398 591 4!4r PRECAST 1207 25M 3373 4043 4711 6370 lox 5743 7547 0762 8641 7685 7207 2m7 3375 4043 4711 6379 5�' PRECAST 831 1247 ion 25W 3123 3m 4249 Ste• PRECAST 411 411 5' 4' PRECAST 1010 low 2374 29" 3513 4084 1319 4480 7190 7342 6780 e269 101e 2270 283E 3380 3081 JIM V-101 PRECAST 817 1024 1831 2090 2540 3000 3470 5'-10' PRECAST 340 339 5-10" PRECAST 909 14M 1971 2443 2015 3397 11el 3693 5877 am me 677e 2000 2593 3107 3620 4133 8'8' PRECAST 892 1130 3227 3031 3m7 4383 5061 S PRECAST 410 721 8'8' PRECAST am 1201 1878 1865 2332 2700 1130 3227 4588 7054 10000 eels 835 Im 2329 Z790 3251 3712 T 8" PRECAST 570 9N 24M 2205 28M 3191 3eK r'8' PRECAST 303 534 T e" PRECAST 71e Ow 1181 14M 1743 2= 2490 3408 18e4 TOOT eon n7 104 2025 2428 2827 3220 9'� PRECAST 428 033 ION 2204 2481 2018 2821 4 PRECAST 192 384 9'-4 PRECAST 464 ON TOT go1120 1310 we 1674 2298 3091 4089 4ee9 572 Isis 1843 1900 2164 2519 10'4' PRECAST 388 487 1247 1757 1904 2163 2028 Mr PRECAST 151 301 10'4' PRECAST 356 468 612 n6 no 1042 660 1407 1 1897 2781 3222 3784 604 1180 1472 IT83 1710 1989 11'-4' PRECAST 330 644 1312 1742 2252 2868 3030 11' 4' PRECAST 132 417 11' 4' PRECAST 430 408 ON 063 777 an 644 1312 1742 2252 2888 3562 466 tat 1372 te43 1470 1710 1r-0' PRECAST 3� 607 12% Ism 2048 2588 3191 12-0' PRECAST 111 370 12-0' PRECAST 383 306 476 687 686 783 607 1210 1596 20/8 2686 3171 440 040 1300 7680 1314 1478 13' 4' PRECAST 270 433 1045 13M 1732 2157 2 13'-4' PRECAST 82 298 13' 4' PRECAST 308 303 303 484 575 545 414 1046 1385 1732 2318 �536 6 EB 780 1057 1312 1071 1203 14'-0' PRECAST 254 888 978 1272 low lose 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 300 443 we am EO 978 1272 I809 1950 23� 37e 717 961 1192 GIs 1133 14'-8' PRESTRESSED N.R.45B NR NR NR NR NR NR 14'-8' PRESTRESSED N.R 283 14'-8' PRESTRESSED 230 422 500 w 748 See 1079 1429 1824 2277 2712 246 003 980 1237 1474 1715 15'�' PRESTRESSED N.R. NR NR NR NR NR NR 15'-4' PRESTRESSED N.R. 262 15'-4" PRESTRESSED 367 464 574 084 798 412 1014 1340 1703 2118 2513 230 Ole 900 1134 1363 1672 1T-4' PRESTRESSED N.R NR NR NR NR NR NR 1T-4' PRESTRESSED N.R. 183 1T-4' 187 326 365 461 s87 no 300 of 1121 1413 1T3o 2047 192 506 720 501 1135 1312 19-4• PRESTRESSED N.R.ns NR NR NR NR NR NR 19' 4' PRESTRESSED N. 148 19'�' PRESTRESSED 182 208 348 430 613 6OO 736 959 1200 1487 171e 186 420 023 003 950 toes 21'4' PRESTRESSED N.R. NR NR NR NR NR NR 21'-4' PRESTRESSED N.R.125 21'-4' PRESTRESSED 142 219 NO 381 464 527 180 599 ON toss ilea 140 142 3T3 537 00 818 1 943 2LO-V PRESTRESSED N.R. NR NR 22'-0' PRESTRESSED N.R.118 22'-W PRESTRESSED 0 18 1B6 56 660 784 02 992 20 1209 18s1 I 137 350 368 5 813 on 850 goo 900 24'-W PRESTRESSED N.R NR NR NR NR NR NR �-� PRESTRESSED N.R. 91 24W PRESTRESSED IN 174 245 302 n38008 120 450 864 824 1ot4 1147 12A 319 466 681 703 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES• BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATKNdS - PROVIDE MINIMUM 4. OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 19-0130.13 LN REAGAN BLVD. FL 32750 "078 44078 group.com 03328 r r� eeN 2 P. 0 a aunDiv. at LOT: ABBOTTPARK LOT #6 BLK #14 PHASE 4C PROJWT* 04 1.04 — 6141 MODEL: 4EHB "2605— HAYDEN" GARAGE asw=34G: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/(9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, V 00D TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST"CRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. 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 P8S38, .177" " x 2 7/8" LONG, WITH WASHER Q 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUW MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2xS BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC 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 81ZE i BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X8 (3)5N5 X") SYP. HTT4 W/5/8" DIA x Y I S/S3. 1A PT., WOOD POST EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.7746078 FAX: 407-7744078 ww .abdes4ftmup.com AA 8: 0003328 W g n a O Sulwiv. Sag LAT: ABBOTTPARK LOT #6 BLK #14 PHASE j4C PROJWTp 04181.04C-06141 HODSL" 4EHB "2605- HAYDEN" GAR"M aII DMi RIGHT PAGE: ROOF FRAMING PLAN AND NOTES %160 MPH EXP. C I. J GPBtE-END f--" ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 68.50 PSF (78.50) 20NE 3e = 76.60 PSF (86.80) ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT: H1-0.18 ROOF DMPIftAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19l,3'Z'STRUCTIRAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19132" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WIN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILESTR. SHANK ASTM 10d RING SHANK, 2 10 0131 F1667 170'000 RING (16-20 RINGS RSRS-03 Btl RINGW 23/8" 0.113 SHANK SCREW SHANK PER INCH) RSRS-01 8d RING SWANK, PNEUMATIC 2 3S' 0.113 F1867 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 112. CDX OR 7/16" O.S. B. PLY WITH SKI RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6'0.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF SHEATHING ATfACHEMENT SPACM76 ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS @ 4" O.C. ON EDGEAND 4" O.C. IN FIELD ZONE 3,3e, 3r. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NI M ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 y1�. Btl RING SHANK GUN 14 W 04'OO I TOP & 00100 ED[£8 - �y R� yo z'v B RAFTER OR TRUSS -� ROOF SHEATHING ■MMM-� 11 mmmw� 11MmmmmolkUl I �����-I I BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END &(1) ADDL DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W BLOCKING @ 16"0. C. IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING @ 18" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS V BLOCKING PER NAILING SCHEDULE . 1W RING SHANKGUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELDS FACING \ ; 116 2" DECK SCREWS @ 61 O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTE$: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAMMUM AGGREGATE SIZE SHALL SEW. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTIONWTH JOB SPECIFICATIONS AND WI ARCHTECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PRODUCE 6%AIR ENTRAINED CONCRETEFXPOS®TO EARTH ORWEATI&R NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHTECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR2020, 7th EDITION ALL pUypS®EDGES OF CONCRETE ARE TO BECWIMPER®3/1'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS VAPORBARRIER MEMBRANE PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRPNEUNDERALI SLABSONGROUNO WHEREINiNCAT®ON YLENND CRIPPLERS ,SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED B INCHES E LED ELASTICITY'- 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATE RETENTION LEVELS OF POP OF BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM WORK: TETRAHEDRAL FOR CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY R ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN''." OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIOW FROM TME `E PLANS: MINIMUM NAILING PER FBCR 2020, 7T EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHTECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHNG, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS NTH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE WSH' AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE400WNS. WELDED WRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED INACCORDANCE WTH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. D EIN ACCORDANCE WITH THE'NATIONAL DESIGN SP BE DESIGNED AND FABRICATEECFICATIONS FOR TO O REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS"THE NFPA. TRUSS DESIGNS SHALL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. 00 NOT SCALE DRAWNGS. 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 FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED INACCOROANCE MEETING THE REQUIREMENTS OF ASTMA446/A448M, GRADE A, AND SHALL BE HOT-0IPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATElANNECTEDYWOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITIOM ROOF: LIVE LOAD FLOOR LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -n-concurrent REVIW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - W' WOOD TRUSSES. 10 psf BTM CHORD -n-nwrrent #5 BAR - 30" #7 BAR - 47 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSIlASCE 7 88: 1990. 18 pd TOP CHORD 20 psf TOP CHORD (7 psfW ASPHALT SHNGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NOS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PSI WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES ANDAROUJND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING (MICE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) 020) SUSECONDC,RI INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE:: ANDATWITHOUT HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: WITH BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: GUARD NTS: PASSENGER COMPONENTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL ROAM, AGE VEHICLE GARAGES: SOpaf, ROOMS OTHER THAN SLEEPING ROOM: 40psT SLEEPING ROOMS: 30pef, STAIRS: N SLEEPING OM: 4 PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4op4r MA80NRY: PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (INS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HIRPoCANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWNGS NLL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE NTH ASTM CIO, GRADE fm = 20DO PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND GRASSING LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SEDUCE BE RESPONSIBLE FOR DRAWNGS SUBMITTED W THOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE R S AI-1-TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH T E(CON-TRACTEEER WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO TV, USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATiOW SITE PREPARATION' FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOT TYPE 'MI W'MORTAR SHALL BE USED EXCLUSIVELY ON THS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SHALL BE 318" THCK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDI VERTICAL 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 REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.NO. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: -TECH. BE MADE BY THE GEO ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY NTH THE CONCRETE' SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTON OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADESTRUCTURAL A50D/ASOOM GRADE B = 46 IWL STRUCTURAL PIPE SHALL BE ASTM A53/A5GRADE TYPE E R S F = 3M, B, O y 3,000 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5^ STRUCTURAL TBiFtPCE SLAB 35 lari. TUBE AND PIPE COLUMNS SHALL BE CONCRETEfILLED IN THE SHOP. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRORTO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED5'd- PRIOR TO THE ADDITION OF PLASTICIZER OTHER BOLTS SHALL BE ASTM F312SiF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE NTH THE TURN-0F CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 316 AND ASTM C94IC94M OR MEASURING, MANG, TRAN WO iTING, ETC. CONCRETE TICKETS SHALL BE TMESTAM''ED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO Tiff MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MMJTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSI81UTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH TIE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUDATII B FOR. CONCRETE EXPOSED TO EARTH M81/GRMATHER 1-1/2' FOR #5 AND SUkLBR Y FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS F-HE-N T UT METHOD. ALL ANCHOR BOLTS SHALL BE GALVAN ZED STEEL. J43OLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER -UGAT- S11E 1TYPE 8RAgN3 -ARKS APPLIGTON .12E TYPE LNG REMANDS 1#PTNRINOTJ MABONw/omC. CASE HARDENED COI NAL 11Y1'LONG. GARAG-0ReICK TO MASGNNYIN 1M"DIA NO WASHER T-ON MIBONaY FASTENER BOF 11IT EMBED., <`@DgST.. itll"EDGE GIST. TIXT.000RS ASEHPRDEN®COW. B'OA: W1NgOWIg00Rl FASfaI® GN2bE000R BLIP( 9A' GA. 18'OC (318"IXq A'EMBEO., 1"@AgST, 1. -NOTE. 11-ONO. 3TAGGHiFD IMOINWNRY/WNC. i0 MA90NRVKONC. 1R°DIA � ENPANBION BOLT 3�'Ox: (1?GVH 3'EDGE qST. wWNrowexK oASEw,ROEM®colt S.- wM00-.RIFABTENEO METALeI-. CONTACT THIS ENGINEER FOR SPACING tz PT, SEENOTEB NPILI IR"LOND. sTAOO M HMO MASORiYICONG MASONRYI GONG -REQUIREMENTS EXi. $HMG DOOR N2)0n ._ "TAP 112- EMBED WIEND BUCK 2x PT,!$NOIEe OWABNa2 FAS IB'OC OI., 1112'E2]GEgBT. 2�Pf WAl00WBUCK 0.138'RAF. 2 te' B°OC <°END. g8T.11? PT TO STEEL WL..SEE wIWABHER STAGGER® EDGE DISH NOTES NOTFA ILES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. NNDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPOONS OR PAF TO THE SUBSTRATE. IS N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA #: 0003325 J m 0 S :4 4 sUmiv. as CAT. ABBOTT PARK LOT #6 BLK #14 PHASE #4C PROMOTO 418 .04 - 6 41 moDEL• 4EHB "2605- HAYDEN" GARAGE 8TIMO: RIGHT PAGE: DETAILS 160 MPH EXP. C ©TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® F MAX. DETAIL A FASCIA STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 8' MAX. n�TA II n J-I..on/-XIVIVCL FASCIA FASCIA WOOD BOARD BY OTHERS 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS 1 STAPLES INSTALLED @ 12" O.C. MAX (INTO O (2)WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. HANNEL 0 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT---' 30 J-CHANNEL--' J. D nC'-A n c TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'U—+w I• --SPAN 'LL-- k� SEE DETAIL'N— SEE DETAIL'E'— — EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END 1 EAVE WIDTH (ROOF OVERHANG) FIT 0 CONCRETE; CMU OR WOOD AlLft (NOTEA) 3TOFFIT—"" SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER �BY OTHER 2-1/4' EMB. X2 WOOD BATTEN �J-CHANNEL (9 v DETAIL B e MAX. L J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT NSTAL .AI ION SCREW, J-CHANNEL— BATTEN ATTCHMENT ® �„ FASTENER SPACED 24" 90 MAX O.C. ,,—STAPLES O.C. MIINSTALL D @ DETAIL C 70 WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR TRUSS/JOIST/RAFTER BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) -WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. •iF;iF??FFi ..ii?=ii� ii.•.. ii:tilj •ii: •• FFir+; FFzie. S 13.519 W. (ROOF .•FFiifFie>ri• 4 3.625 .375 3.625 .66 .375 OVERHANG) 5 \ 08 .03 12 '--CONCRETE; O� CMU OR WOOD (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 iONALD R BLVD. LON WOOD,F 750 HP407-77 078 FAX:407-7!4-4078 3flunnor [PROJECT# v>sD>ty ai r1o7'ABBOTT PARK LOT #6 BLK #14 PHASE 4C 04 8 . 4C-06 4 WODEL 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: SOFFIT DETAILS %160 MPH EXP. C W, v Th