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HomeMy WebLinkAbout7803 Davie Ray Dr4 9920"05-4E. R 4 C� -HAYDEN MPLY WITH PRE�AILINU ALL WORK ShIA►..L CO° I DING CODE, CODES PLORIDBUILDING NATIONAL ELECTRIC4F zEpHYRHILLS AND THE CITY ORDINp,NCES HOMES `�� pP�E,��t1►1. REv OF ZEpN,�R 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1= (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 .mmm HUDDDiG CODE, �RTT1AL,, STH EDlliON (,=7) • AIL IBM AND STATE CODES •OCCUPANCY -RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB 'MM• INTERIOR FINISH - CLASS B •BASIC RIND SPEED - Vult=100 MPH Vasd=124 MPH EXPOSURE - C •L-STORY RESIDENCE - • 2-STORY RESIDENCE - MO. HEIGHT ASPER LOCAL AND STATE CODES ABV, ABOVE LAV. A/C AIRCONDITIONING LUM. ADJ. ADJUSTABLE M.C. ALT. ALTERNATE MFR AMP. AMPERAGE MIN. BD. BOARD M.T. CL CENTER LINE MTD. CAB. CABINET MTL. CLG. CEILING N.T.S. CLR. CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLT. DBI. DOUBLE PLYWD. D.G. DUAL GLAZED PR. DNA. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL RAD. D. DEEP R.A.G. DR DOOR REF. D.S. DOWNSPOUT RM. DTI. DR.O. D.W. DISHWASHER S.C. EA. EACH S.D. ELEV. ELEVATION SE EQ. EQUAL SHT. EXH. EXHAUST SHTHG. EXT. EXTERIOR SHWIL F.G./FJ(. FIXED GLASS SUM. P.G. FUEL GAS SL. FIN. Flooa STo L. FLUOR. FLUORESCENT sws FIL DR. FRENCH DOOR FIG. FOOTING TEMP. GA GAUGE THK. GAR DISP. GARBAGE DISPOSAL T.O.C. O.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. U. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE BB H.C. HOLLOW CORE V.P. HDR HEADER W. HNGUORHT INSULATION wo. MT. INTERIOR WDW. W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO ON CENTCALE PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM BOUGHOPENING E LNG CORE SOLID SMOKE DETECTOR SINGLE BUNG SHEET SHEATHING SHOWER SIMILAR SLIDING sTu NG UPS SHEAR WALL SRCTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TAB TYPICALYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WATER HEATER WROUGHT IRON DATE DESCRIPTION O6RbJri 2-STORY CAI CONVERSION ARCHITECTURAL SHEET # DESCRIPTION 00/0 DID SET ISMD PG Cl-COVER SHEET PG GN-GENERAL NOTES PG AI -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS DETAILS PG A2-SECOND FLOOR PLAN PG A3G-FRONT &REAR ELEVATIONS "G" PG A4G-LEFT k RIGHT ELEVATIONS "G" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pi -PLUMBING PLANS PG Ml-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS 02AM ADDED ELEV. 'J' 4 W WITH SIDING PER MARK 5=8 024M DID SET RE -ISSUED OIAIAb FOOTING REVISIONS PERM. BOUMeB 06ADA8 I I -JOISTS INCORPORATED INTO MASTER PLAN 06R6Ab CONSTRUCTION DOCUMENTS RE-1881MD S&TW ADDED VALLEY FRAMING DETAIL, UPDATED DOLLARD DETAIL OIR6ANJ DETAIL- 'ADDING DAR TO DOND BEAM' ADDED TO 9IIA OMAD PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, L.L.C. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 034" REVISED LINTEL SIZE AT FRONT ENTRY DOOR I SQ.FT. CALC. S &46AS UPDATED LEDGER BOLT SIZE 4 SPACING 06A9119 REVISED I•J018T LAYOUT IST RA LIVING 1,104 SOL FT. i1D FLR LIVING I b01 SG. PT. Tara- LIVING 2AO5 SOL FT. GARA# 431 Sa FT. PORCH ELEVATION rs' 43 SG. FT. TOTAL ELEVATION'G' Sow SQ. FT. SW'PATIO SO SOL FT, 06/tV1% ADDED LED LIGMToKITCHENNDATHR001'18PER MAR,BdlEb 0143A8 ADDED STONE OPTION TO ELEVATIONS %F,'H','J' 4 K' o9A3A9 LEDGER DOLT bPacING REVISED ip�b/g ADDED OPT. 8'-0' CEILING HE04TS OIAOM REPLACE UbP CONNECTORS UTN STT'SON CON�CTORS 03/0" REVISED DETAIL ON SHEET D7 OPT. V-0' CLG. HGT. 04R0/m REVISED STAIR SECTION DETAIL FOR OPT. W-C M& HGT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SI.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 S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3AC-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S6-ROOF FRAMING PLAN PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL IIAHIIITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF 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. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN IM,a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. i"I N. RONALD REAGAN 8I LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 wwwAbdm*group.com AA N: 0003325 SUDDIV. & LOT, ABBOTT PARK LOT #39 BLK. #9 PLR,oiM 04181.000-39091 MODiMI: 4EHB "2605- HAYDEN" GARAGE 811WING: RIGHT PAGE: COVER SHEET III,160--YPHAV. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORT'S 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: 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 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30Z5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAW% -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN INCH GYPSUM BOARD OR EQUIVALENT. It 8. EXCAVATIONS TO BE A MINIMUM OF S- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED NTH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5, ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EK70M WALL COVER1I98 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR filBSFlEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-I1A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FRE RE818TANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W' DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, 1441 N.RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com L AA M. 0003325 A It I! 4 I 6 0 9UBDM ae lAT: ABBOTT PARK LOT #39 BLK. #9 PROJECT* 04181.000-39091 MODEU 4EHB "2605-HAYDEN" OARAGS SWING: RIGHT PAGE: GENERAL NOTES %160 MPH EXP. C IF ANDTNE -10' 10'•0' 2T-10'gE W-4' 8'-o' 20'-4' FIRST FLOOR PLAN SCALE= 1/4' " I'-C' NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SMALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 146* (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1'K'135mm) THICK, OR 20-MMUTE FIRE -RATED DOORS THE GARAGE SHALL DE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 11'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN W(lb.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SMALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (bTH ED.) 302.1 PATIO A 9 YERHANG r-------- OF ROOF 3092-SH (2) 3052-SH ��a�aMDeI�IE°'ro0°na°sEo oa�i�le � ZpE 11�M'HEOMA R1W118 MIN. WINDOW � g 31/-80 CRITERIA EXTERIOR SWING � 5 36/-41 DR MM. CRITERIA G.G.D. MIN. 41 6 34/-43 CRITERIA 16010 O.H.D. 112 5 31�/-348 BASIC MIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = t O.1H BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FHCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL MIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OQIINOLOAlE011lI� SQ.FT. CALC. S 16T RR LIVING 1,104 SQ. FT. 2NO RR LIVING i¢01 8Q. FT. TOTAL LIVMG 2,605 SGL FT. GARAGE 431 8Q. FT. FORCH ELEVATION Ya' 43 8Q. RT. TOTAL ELEVATION Ya' 9�186 8Q. FT. 8k0' PATIO 80 SG1 FT. MASONRY/FRAME WALL LEGEND 6'-0® L UNA ON PLANS BRG. HGT. VARIES S' BLOCK WALL UNA ON PLANS Il'-4' dRG. INTERIOR ON PLANS UNA. 4' INTERIOR LOAD Dl�a. WALL UNA. ON FLANS -ALL MTERIOR DOORS TO 8E i'-8' -ALL EXTERIOR DOORS TO DE b'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BWD, LONGWOOD, FL 32750 PH:407-7748078 FAX 407-7744078 xnvw.abdealgngroupcom L AA M: 0003328 a avaary ee LOT: ABBOTT PARK LOT #39 BLK. #9 PROJECT# 04181.000-39091 acoaE� 4EHB " 2605— HAYDEN" Gw>cswGE awuaG: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH C C� I,_4• DdL. TOP PLATE 0 M AR DETAIL A SCALE: VV-1.-10' A (2) LAYERS OF 3/4' AHU SECURE TREADS TO 6TRNGER WT3i& 3' SCREW • EA 6TRNGER WTHREADED GROK TO EXTEND WYONO TMCQE66 OF GUD-FLOOR 664EATHNG / C / 1 ?"/" / 42' R 14 WALL Wv Q CAP / _ 3/4' WICK PLATE / LQ I'MAX NOSMG / R, MN. STOR. / 3.2xG GYP GrOOM / RENFORCED W2X4 BPF WDONT. MAD OF &04%A OR GR9IL"• 3 3 / IA HORIZONTAL RN / 2 X 4 RE-NFORCMG / • EA 2 X 12 6TRNGER 6EOWRE Wad 6'-6. OG. 2X4 ATTACHED W/IOd MA60NRY NAILG • 2X4 P.T. BLEEPER INTO BEAD WTHIN G' OF EACH END. 32' OG. MAX HALF WALL w CAP 5,-®. 3/4' TOG &M FLOOR LA U N . GL= A 6CRM= PER FASTENER GCHEDWLE PRE-ENG'D FLOORm- 6Y6TEM (GEE FLOOR FRAMNG GREET) NOM, STAIRS RGER6 TO CONFORM TO RIG! &TH EDITION (2@n) MK TR#AD•10' MAX. FUSER-1 31W STAIR DATAe 9A6' MAX. VARA-rwN IN 16R 6 1A2' RIGERGRREA06 ADJAC NT TO EACH 14 TREADS • OT14ER 36W MAX VARIATION N ANY 10'• V NOSING R6ER/tREAD HANDRAIL VROLLAR CR066 SECTION DIA TO EE I V4' «V4' OR F'ROVIDE EQUIVALENT ORAWMILITY W#DEM- MK 6' WDE • NARROW END MN. 11' WDTH • 12' FROM NARROW END 34' MRL HAADRAIL W.T. NOM -10ACLOGID AC4E661OLE 6PACE uNDER STAIRS SAALL HAVI WALL&. WNDER STAIR SURFACE AND ANY GOFRTG PROTECTID ON TFR ENCLOSED SIDE OTH W' *YF'MM BOARDS. FOCR 302.1. STAIR SECTION B SCALE= THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.'182 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's 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601b.1 / F.B.G. 2011 u,cr-'Z-ANPRAIL SECTION SCALE, 3/4'xl' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdeMpgroup.com AA 6: 0003325 Y � O %Ni NJ t 8c7HDIVS a# LOT: ABBOTT PARK LOT #39 BLK. #9 PRoAmT# 04181.000-39091 MoDzu 4EHB "2605- HAYDEN" GARAGE 811ING: RIGHT PAGE: FLOOR PLAN SECTIONS & DETAILS 160 MPH EXP. C 18 recaara- 6/12/20 DATE: 8CALE: 1 /4"=1'-0" It A1A 'l/ v -v h ry r m 9 h h s oil a M SECOND FLOOR PLAN SCALE: 1/4 • I'-D' 1441 N. RONAID REAGAN BL LONGWOOD, FL 32760 PH: 407-7748078 FAX 407-7744078 !www.abdesigngroup.com L AA 9: 0003326 AN H v>Ba:vaeIA: BBOTT PARK LOT #39 BLK. #9 PROJSCTp 04181.000-39091 •coassr 4EHB " 26Q5— HAYDEN" ow><swos awtxa: RIGHT PACiB: SECOND FLOOR PLAN 160 MPH EXP. C v 4 Ilil ■■ ■■IIII _,IIII:: illy—IIII ■■ ■■ IIII - IIII■■ IIII■■ ■■IIII ■■IIII IIIINIONIIII ■■ ■■IIII ■■ IIII WN IIII IIII' �� II III IIII ■■■ ■ f■ III �— � � � col ��� - ��� ■■S.IIII " Il ull ■■ �■ uu " ��� ��� ��■� _,ICI -- FRONT ELEVATION =ALE, V4 • F-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT Il'-4' 2ND FLR ®141T.1F-1 I I D I I I I I I 'a d I I � � I I rE / II C I I 1:1 9'-4' 3/4' 2ND FLR �, ( I FIN. FLR/BRG. MCsT. -_y --- ----- -------------- 8'-O' GLG. HGT I I _ TYP. I I I I I I roa I I i �+ 0'-0' FIN. FLR, 141 REAR ELEVATION E. 1/4 • I'-0' TEXTURED FINISH a Y EiRG. NGT. FIN. FLR/BRG. HGT. W.T. 0'-0' FIN. FLR AREA OF ATTIC ism SQ. FT. NET FREE VENTILATION AREA REQUIRED • 11300 . REQUIRED VENTILATION AREA • Lus/300 • S38 VENTILATION AREA X SQ, INCHES PER FT.(144) 780.8 SQ, IN. MN. REQUIRED VENTILATION " .SX 7WA IN UPPER PORTION OF ATM - 380.4 SQ IN. OFF RIDGE VENTILATION AREA • 115 SQ. IN. PER VENT 380.4 /115 TOTALYOF VENTS REQUIRED = 3.3078.T TOTALS OF VENTS PROVIDED 4 •AREA OF ATTIC ISTHE PERIMETER OFTHE HOUSE, LESSTHE OVERHANG (EMEPoOR OF WAULTO EXTERIOR OF WALL NO OVERHANGS INCLUDED) N' TRM 2 COAT CZHIW PLASTER APPLIED ONE -MY TO MA60NRY 4'N4' GALV.'L'-TYPE- M-46MMG SET M FIOEERGLASB GHMGLED OVER 70 PELT PAPeR lOR APPROVED EOUIVALENi 2Xi SYP PT LEDGER tV TO MEET A81M D27i4 D4Si� ON T/Mi' I/ THREADED ROD 82' GAD. BHEATHMG OR V2' CDX PLYWOOD GECaLED PER NAILMO 4- 4 OG. 4 YRTHM 6' OF EACH SCHEDULE END MAX EET IN69 F'SON NIGH STRENGTH EXPDXY 2ND FM. PLR (PER EL YJ LtS-2i 2E16 81T RAFTERS OR PIKE-Q/G'D TRUM (PER ELEVJ ROOF SLOPE PER — ELIVATION M!L 1/16' 000 SEEATHMG GWSET TO BE SECILRED TO C 4AMLIL FOR SOFFIT 2X6 MEMEERS UV Od NAILS PEIWI'ETER LUS-26 W/ (4) IOd' I_4. TO LEDGER AND (2) IOd'4 TO 2N6 JOIST 2Xi 8YT LEDGER W/ P P V2W THREADED ROD 32' OG. 4 WTHM W OF EACH END MAX SET M WV -GM HIGH STRENGTH E)0-0 - 6' MIN @FEED. OVERHANG DETAIL 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH:407-774,6078 FAX 407-774-4078 wwwabdesigngroup.com AA #: 0003325 ds� V C IA tMDZV. 89 LOT1 BBOTT PARK LOT #39 BLK. #9 ROJECT 04181.000 39091 MODE 4EHB "2605—HAYDEN" GARAGE OWD90: RIGHT PAGE: FRONT & REAR ELEVATIONS It G IA 160 MPH . C 18 r2%&M'A• DATE 8/12/20 SCALE: 1/4"=1'-0" B*M= A3G e ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e 125V OUTLET 2s APT SN91LE POLE Rev OUTLET IOV OUTLET N OF MMMM elwo ro aurDN GFI IWV OUTLET NILgM 1041100 PAU Va pW "Ap ap, RESISTANT TYPE) �q.. 229Pv OUTLET (4) ORION CO M11=10N yyeIa• -�F OFI ENT %ATEpFq%DOp OUTLET GROUND NfESSUPIERT SWTC4 SRUTCI4 1-WAY OPER SUITC44 4-WAY OP MR. 1..�W4 MbIMI- ' V LIUWSFJS CIR LNS LIGNT © LED CLG LIGHT I= VAPOR ©Vp PROOF LIGIT O V p VAPOR PRODP LINK OQ anowasmocAm VENT. PAN I CRI Flat era Pr. VENT' 14Y/ YILEFR I CR1 PBR Sa A. V Pp(nw (aFu's TaD BY ® ( L ) uIRAP AROUND ARdND 2-alE.a 91RAP � L AJeDINO (SUI�AICE MITJ 2' FLUORESCENT j w FLUDOEMCOW pip Ham•--�—p-t cO C W TRACK LENT PANEL dill METER OSD. ROIQ OrmanoR �WJ fBDSIId rti 1 aw I WLL MONTED Sr— onyoctg! ISAU RNWIAe y ® �O CARBON MON010ow SFI=DSTEWGR HBO Lim LrnER- r CP TOY Lim T/!( 4• FROM SIALL FIRIVANT LAW Lr� NATIRN. GAS OUTLET ► TRWD%K*E JACK .WATER NEATER DISCONNECT AIR cwoma4sn Ew A4N oN DISOPSECT I❑iv TELEVISION JACK WAS am To aE EPPORTm N O J-mm ACCORDANCE II air MAISQD AS NC11 FOR NG am CEILs4O pANLI0M7 TO aE StPPORHD IN ACCONVANCS IW OM MAR OID AS 92c14 FOR pap 24• NCAEoaca(r LENT STRIP �nnnan 16• w-.*X* cr+T LaNT STRIP nnnnennnn 4w tCA40sbcow LEMT STOP FL000 LENT � OPT. SE410Tn' KEYPAD • PA. HEN-aUrrON FOR OE•ES Wa PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PATE TO EE VERIFIED • NO'EOIUER PRE-COpETRNCTiON MEETING. • ALL B 4 20, AMP BRANC14 CIRCUITS TO aE AMC FAULT PROlaC1ED FCR ELCCTRK,4L P RDVISICNE OF"M STAG trnlrlo4 YJeIT) 4 NEC 21R)2 7MIa EDITION • 2E AMP DEDICATED CAMIT. 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BATH t2 zBOLLARD AS REd PER SLOG. CODE G.MIr-ICO( -, — ---- — PORCH � - _ , COACH LIC2NT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' a 1'-0' � I I L i --_--_----- LED LIGHTING @ SINGLE LAV. BATHK WP Panel MAIN -A PANEL: wie Ap cit. breaker VOLTAGE: 120 / 240 V -1Ph MAIN: 150 Anp M.C.B FEEDER: 3. s1 Cu TR M131-SS Cu (G) in 1 W' C. OR 3-s210 AL TFNVN & 1-S8 Cu (G) in 1 1r2" C. Wln Pal. sRa D" eon waftarcwt omit waft a s1a Pew Wlr. N2 i 20 ErtMw Rx oloomwTUG 12M 111 1 2 I Ism. f12 2 20 keaelan Pump TOW 3 4 1 SO— 6 F UO AlC C.U. 40 1 2 1 sB Spp 7 S PANEL -A PANEL: 42 aL breaker VOLTAGE: 120 r 24O V -1 Ph MAIN: 150 Amp ML.O. FEEDER: 3. 61 Cu THAN & 1-a5 Cu (G) in 1 12" C. OR 3 #Z0 AL TFRMJ & 1- s6 Cu (G) In 1 W'C. Wk. P.I. ob D. tlan watts Cf—ft Ci—ft waN Do.M son w poN wk. 012 1 21 Snal oo I5W 1 2 900D _ R.lips R 2 R 012 1 m Mkrpwwl Hooe OF[ 1800 s 4 012 1 m SmU ApplWe. __. 1600 5 s 1. 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Dmand Factor a u s: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT tMRRUPTER NC: NON-04e1010EW LOAD OR: GROUNOFAULTOMRMMR Tee k.a wm(aat to d—d! •Sew d6soo ' FIM IODW aa1N x 1 WA 10000 0.wn nae. at 40% 14200 ax AIC b.6 was LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Tax Camaeb4 Lod wa1. 35e95 Toth Orb / NO me General LightingS sots: Load Taal ANC S N FM 2805 Owwx Lb&R.c 3 w IS Ft. 7815 M a S at OWN-i ht at 100% 195 G-1 6010 ckm) two Towl�wtR Gn.rx t2. a R. P.nA A 111 728 -10 InIn METERF 150 AMP ELECTRICAL RISER VERIFY ff LOC. f NOT TO SM" GElRAL NO=& A SIECTRCAL MIATEIALG AD INSTALLATIONS SHALL GFI COI'TLY UATN ELECTRICAL PROVISIONS CT rpm � ram�t2In), LOCAL COCA, AND ALL LOCAL POSER IRR"TION C@TANY REa&PsnE9rs- OUTLET 46 a- ALL CONDUCTORS SMALL SE TYPE 11ANfn4M UNLESS 46' AFF. NOTED 011OPWOL PROVIDE M AI'' GM4E VOLT, I PHASE SCCOODARY NLOCTRCAL emptA L PROVIDE 114 COPPER (CW N 1412" DIA SCHEDULE St PVC DONDUIT OR PROVIDE 1 afro ALUINAI (AL) N 2" DIA SCLEDULE W PVC CONDUIT UNLESS SENILE 16 PIROVOW By TIE ELECTRIC COMPANY. COORDINATE EOTN TINE ELECTRIC COMPANY PRIOR TO MO. PROVIDE raw Cu, TIMN . PS CU INr COSOUT OR 1 VD AL. THIN . nN OI IN CO QUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVMMWNG) Cme—T.-COSERVICE DRNiBCT S91TCN AND EIO MAP Don4B VOLT e ELECTVomit IN RIC I PNME N MA 1mlos we I e N+-D PAML IINTIW�tl NE114C! Smoom ENTRANCE EOINPT'E►R MQMFH it NTeREwTeMISCND►tl tEIITMAl AT LOW VOLTAGE CONICTION S 1 as CU SERVICE OWLM COM =fw TO CONCRETE EOAsm POOTER STEEL PER Mimic is AL PRIDVISION6 CP THE OSIH d S/S•' DIA X S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA IS: 0003325 y Y a 0 40 2 SUBDrV & LOT: ABBOTT PARK LOT #39 BLK. #9 PAOdl.CT#T 04181.000-39091 MCDZIU 4EHB °2605-HAYDEN" GAieAGa swMG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ELECTRICAL LEGEND SY/MISOL DEFINITION NOTES y-y v OSv OUTLET 20 APT *MA MA IIOv OUTLET IWSV OUTLET UIrosF or iLS ouT WI= � Gpi MOV OUTLET TeeEPED YN1RC FAIL NTMWRR (TAP~ IMMA T TTM) 229PV OUTLET 14) ME CONNECTION �� • fill ounsr OQ T /WTCN /WITCH A-"Y OF6R $4 SUTCI4 4-WAY OMM WALL MOMMP L. CEILING LhN4T O LED CM LIGHT LEDPOR ©vp O VP VALOR room LIONS Qp RTKiNED CM eVEC..M I aM PER sa Fr. YLWT.I4N W I—PEW-- V Low mxnm lEFECY! 7AD DY ® AM E6AP AIWL7ID ! ) R EEI IEIR I"NTJ NTOUD ~' V RAbOPEOCENT 4- KAbQFMMCWt 4' TIUO[ LI61IT MANEL db METER OSD. &MCK1 DETEcraW sun. WIAOYdIr Ill 1 w I WALL MOINRD kglC♦ f)tl(LTOR YH. RAMI-uP ELI�EL 6/CG aim t>•TEcraE CCmICE �W Nn L ME A 110 M WALL OF NOT LEA TMM 4' P'M MOLL PEDANT LIOMT NAMAL QM CUTLET TELENKIL JACK WATEE NUTTse� DlecaaLl:T ME ANW ON ONCIMOOCT I �N TV-NVINON JACK C`LM DON IMMC TO ME EUTORIm N JO J-DON ACCOPID WV DOx MAIK® AS NICM PM W..a eox Om FANn WWf O.L.L TACC EOIWD YV MIN MJWS® AS eual IIOR Anna 24• eWT ANDEece,T LSAT SnEP nno so-NCNDEECLR LOW STM. 4S' NT AAOEEce+r LIER amr FL000 LWTMr OI•T. W/OIWDTY KEYPAD • PL. PWM-eunON MRUE'ee UM PORT • LOCATION OF TV JACK! L PMRE OUTLETS 4 PANS TO GE VEM w . M 0100M PRE-CONSTFUCTION MEETNG. • ALL e r 20 AMP MRAICM COMM TO OE ARC PALLT PROTECTED PER TaE:nec4L PROVIEONS OF F3 mlTld =4 r NEG NO12 29MA mINOM ETY • 20 AMP DEDICATED LAMONT CEEgUT. • OR . ]GLAND (NOT ON KITcmN cn=T) • co"A MM C MO MMCT TO CIE LOCKOUT N PANEL • BATHROOM EXHAUST PM TO NAVE MN CAPACITY OF CO CPM NICRMITTENT PER ELECrPW.AL PROVOKM OP CECTION Me0'61 PLOR rrM mmoN X • LAUNDRY ROOM IlC�rACLE SHALL AE GR71ND FART CMUT-WaRPOW" NWOTECTION FOR FEEOOHlL ON MMMXM • WEENG METHOD SHALL DE NON METALLIC CALLS PER ELECTRICAL PIEDVLIOPN OF Peas rTM m r2Onl • ALL WGRS TO COMPLY UTM ELEGTMAL PRDVIEOw a TWE wsae rTT4 m r2aT) .y . i 0m .Y41 . eE AATLE = BY SM OM MW] 'NN OF LtliR.tl Nl•Y B[ 1LR13Y a*IPJWT 7YT! FQ i l L----------il SECOND FLOOR ELECTRICAL PLAN SCALE. 1/4• • I'-®• ���___—__ - \ L L 1'-4• 2'-&' I'-4' LED LIGHTING C DOUBLE LAV. BATH 3 RMAE$-] o"00Lei 401- LED LIGHTING @ DOUBLE LAV. OWNER'S BATH 1441 N. RONALD REAGAN 8E LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 wwwandesigngroup.00m L AA0:0003325 U Me law 14 A a OLMDTV. as LOT: ABBOTT PARK LOT #39 BLK. #9 PROJMCT* 04181.000-3909 MODEM 4EHB "2605— HAYDEN" GARAGE 8WMG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLANA 160 MPH IM. C FIRST FLOOR PLUMBING PLAN SCALE, 114 - V-0' i '—i ---------—1 SECOND FLOOR PLUMBING PLAN SCALE: 1/4 - V-0' MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdealgngroup.com L AA A: 0003326 D [avE ae LOT ABBOTT PARK LOT #39 BLK. #9 PIROJUM04181.-39091 UODBXe 4EHB "2605—HAYDEN" GARAGffi 8WMG: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C HVAC NOTES L ALL 1`1111OtMIGAL Eui "*W O MLL BE PROVDED WITM PIIOPIR CLEARANCE, FOR NWVICSIS, PER MPS. I 2 ALL DUCT SYSTEMS INSTALLED IN NON-CONDITICIEID AREAI OEHLL OE CQISTRUCiID OF A VALIs OF NO LESS THEN It-6 RATN& ALL SEAMS SMALL BE SEALED WITH (iLASb FAB MASTIC AND INSTALLED AS PER POO WN EDITION (201V MEC►LWIC& mL00. CODE SECTION SOS. 3. ALL PUN DUCTS SMALL ME APPROVED UL W CLASS 1 AN DUCT AS PER NFPA ISA 2-AJ 4, FRESH Alit IITA M SMALL NOT ME LOCATED CLOSER THAN W FT. POW ANY C IMMY OR VENT OUTLET. OR SANITARY SHIRR VENT OUTLET S. ALL 04iA1IST AND OUTSIDE AIR KW DUCTS OL{" EE OONSTREICTRD OF SMOOTH SALV: METAL OR OTHER MATEItlAL6 AS PER FEN: STN EDITION (201T) mach wAL CODE SECTION 603 6. 04CLON D SLIPPORT PLATFO" SHALL BE CONSTIrICTED N ACCOII MM TO FDO •TM EDITION (20M) 1`111104A OAL CODE 6M 1 BATHROQ'S CONTANNS MATWTUMS6 SHOVERS, SPAS AND SIMILAR MATHSIS FIXTUI IS SHALL ME M MOMANICALLY VENTED N ACCORDANCE WITII FBc STH EDITION (2011) MEECNANICA. CODE SECTION 40L w ALL EXMAIISTED BATM MCI 10. SHALL NAVE TINDER -CUT DOORS FOR MAK94P AIR TO ME 1lTIMSlD, TO E68IAL AIR EIOIAUSTED. TL ALL FIRE RATED CEILNSS AND WALLS ON" NAVE AN APPROVED FIRE OR INIW/ST'RM DAMPERS LOCATED AT CEILNS OR WALL PENETRATION AND ME SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAWINI , SMALL ENE INSTALLED TO MRS. AND RRc STN EDITION (20IT) MEGIA ICAL CODE SECTION TOT. W QdtlLLn AND OPPM S SMALL 0E PROVIDED WTTM SIALANCNS OA'PEIW L DRYER OOOSTEt TO aE A FANTECN DBF a006TER FAN OR EOl1AL PANTECH DEP IW DRYER BOOSTER CAPACITY 60 LINEAR FEEIT WITH MAX. SIX ELEOWS. SECURE STRAP TO CONC CONDENSER AIR SUPPL W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL AIR HANDLE SECURE STRAP TO UNIT W/ (2) EVAP. TRA 4' CONCRETE SLAB #SXI 1/4' SHT. MIL. SCREWS CONDENSER UNIT PLA7FOR CONNECTION TO PAD - NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE ATTIC LEGEND ® SUPPLY AIR DV"MM ® RITIRN AIR OPOU- ® SIDE -MALL OR 1 WAY 0119 IOER SOLD LM- SUPPLY TNW 0I110 0M LIME- RERMN TWLW BALANONS DAMPER OR OW 4 CEILNS WGIAIST FAN CEILINS EXHAUST FAN 4 LOW O/A OUTSIDE AIR m TIiA'IOSTAT W PASS-TMM AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES EXTERIOR WALL 3/4' PVC CONDENSATE DRAM LINE PVC SLEEVE TO LINES BELOW SLAB ��JV REFRk9ERANT LINES TO CONDENSING WIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER MOM 6TH EDITION 12011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS ----------i I I 12� 8X4 II �� S' S/A FROM ABOVE °JXB"/ I FOYER III III e GARAGE �I�l' I I PORCH SCOBRONZE FL.. PL. RIATEO NICKEL FIN. FLOOR I OR WALL COUNTERSUNK — — — — — — — — — — — — — — — — — — — — —\ CA. PLUG BRASS PLUG —� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V,C OPTI/SPEC n4EL0OR SLAB CLEAN -OUT (TYPN FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CCNC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (T FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 - 1'-0' WH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwAbdesigngroup.com AA B: 0003328 h Q RA i aUDDIV. ae X,02' ABBOTT PARK LOT #39 BLK. #9 PROJECT* 04181.000-39091 ELODEL: 4EHB "2605- HAYDEN" OARACIR 8WWG: RIGHT ]PACE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C DF'PAB.. 8/12/20 MICALE: 1/4"=1'-O" aEiEST M1 i l L---------- l SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . P-m' i44i N. RONALD REAGAN 8l LONGWOOD, FL 32780 F'N: 407-774,6078 FAX 407-7744078 wwwAbdmigngroup.com L AA k: 0003325 aunDiv. ae LOT ABBOTT PARK LOT #39 BLK. #9 PitoJECT# 04181.000-39091 MODEIU 4EHB "2605-HAYDEN" GARAGE awsuG: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH MR. C nw 6/12/20 SCALE: 1/4"=V-0" SKEET M2 2X4 TOP ATE PRE -PAD TRUSS IR' CLG. 1911AID—l' . V2' DRYWALL A s SECURE SIT. BTUD� 4• PLATE TO BLAB 6TU W/ NSd MASONRY Ora NAIL • 32' O.C. MAX I t SLAB STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' OZ. FIN. FLR Y � I I4 (1)TYP. INT. WALL (NON—BRG.) D 1 SCALE. 9/4' • I'-o FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS OJJ ON I}' O,SUS. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRJSSJ/ MTL. DRIP EDGE J 2x FASCIA PER I -0' ELEVATIONS TYP. ON. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR� 5/8' GYPSUM d OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' cm 1/2' GYP. WL. BD. - WOOD BASE — q . ,a ° q n W/ WINDOW OPENING n D' PIA SLEEVE, DO NOT OJT IFE mom DCAM MOT CUT SOLID GROUT WE MCNO UV [I).'S BEAM (2) COURSE - REDARS /DiNPIPE THROUGH BOND BEAM 8c um 3/4'.Y-aM FIBERGLASS SHINGLES OVER W PELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.I.I ON Oha SHEATHING OR COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a' B TYP. WALL SECTION le NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF LE , A (1)1—STORY HIP BLOCK WALL (2)SLOPELAYERS2:12 UNDETORLAYMENTSSTHAN 4SY:12STEM •� SCALE, 3/4'.I'-1V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 AV ON& rn SAVA ray Du LN ,cm T GT•. VL W. DOD DYs 2B GAS LINE THRU BLACK eAu, w .re FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J} OAZ. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1,_m. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS, VENTED SOFFIT 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 UY Dom t COAT - FORTLMD caMNT PLAITIR APRam Daollmy TO M/iacmw PRODUCT APPROVAL Rao c4mwmm MEAD E CT l!M ► xOR I!DlCIit fop ML CalalNT 2.6 1".w ATTACWMD TO I" CDl AS FM APT7OVAL Ilm saALAMT I MOOR laoD MATWM I M MMAOM ALL AIC{ap (DY DOOR MA"J Or OTIM a GARAGE DOOR JAMBS D1 SCALE: 11/2'■I'-V _2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS-- STIFFEA4CK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J.PER ELEVATION S/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. V2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.I.I ON J' oza SHEATHING OR J' CDX PLYWOOD SECURED PER I'-m• FASTENER SCHEDULE TYP. MTL. DRIP EDGE CA. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \_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 Cm K FLR — 0'-0' FN. FLR a . a, cram ti q ,a 4 H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING /"1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003328 E g 6 b o avaDiv as Loz': ABBOTT PARK LOT #39 BLK. #9 Ppionm i 04181.000-39091 MODLL- 4EHB "2605— HAYDEN" OARAGZ 8WING: RIGHT PAGZ: DETAILS 160 MPH EXP. C EIIIIIIIII FIBERGLASS SHNGLES FIBERGLASS SHINGLES OVER W FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R705.0 PER SECTION RWb1l ON J' 08U5. SHEATHING ON J' 0U3U5. SHEATHING OR;' CDX PLYWOOD OR;' COX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. ER PRE-ENG WD. T R 24' O,C. MAX LEVATION 24' O.C. MAX LEVATION METAL DRIP E METAL DRIP EDGE 15ATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED ®, O.N. I 5/8' GYPSUM BOARD ELEVATIONS I, OA 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' NIGH STRENGTH TYR OR U2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL 4.1 MSUL. REFERENCE STRUCTURAL -4.1 INSUL. I I a w L i w E � w WINDOW ATTACHMENT w AS PER w MANUFACTURES SPECIFICATIONS FER?10E +: STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK 2 COAT GLUED AND NAILED 1/2' THICK 2 GOAT SCHEDULE PORTLAND CEMENT AS PER NAILM SCHEDULE PORTLAND CEMENT If PLASTER APPLIED w PLASTER APPLIED 4 DIRECTLY TO w DIRECTLY TO � 'a MASONRY R MASONRY w m R DO FIRE -STOP a. IfIELEVATION DQ FIRE -STOP VAT ON SEE STRUCTURAL SEE STRUCTURAL —' R LEV TION L vA7ION 5/S' GYPSUM BOARD 5/8' GYPSUM BOARD OR IR' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH DOA CLG. BOARD ER — — LEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1INSUL. R-4.1INSUL. I I > > u W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS IQENCE STRUCTURAL 1/2' THICK 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING W P.T. FURRING MASONRYcm24. O.C.PLASTER APPLIED DIRECTLY TO B 8 CSTRIPS 24' OZ. DIRECTLY TO MASONRY 1/2' GYP. WL, BD. 1/2' GYP. WL. BD. IX2 FIRE -STOP WOOD BASE BASE WFIRE-STOP WOOD a a a: u: ti . B ti L a a .4: .4 W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.1'-®' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL327W PH: 407-774-6078 FAIL 407-7744078 www.abdeslgngroup.00m AA F: 0003326 h W. d >9UnDiv. a IAT ABBOTT PARK LOT #39 BLK. #9 Pl't0"=T/ 04181.000-39091 U 0DZZA 4EHB " 2605- HAYDEN" OARAOE XVfMO: RIGHT PAO& DETAILS 160 MPH EXP. C ran. 2X6 P.T. M CANTER OF DOOR HEADER SCCLMD WV lU N' X 5' J-DOLT WV W MIK EMSEPHOIT WV 2' X 2' X VS' WAMIER 4 NUT OR W) (2) V2' X S' ANCWR DOLTS EV 2• X 2' X w, W14&4m 4 N)T SECURE 2x4 CN ® FLAT TO DL.K WV MA/ONIY NAILS. 2X6 GARAGEC= 6= SECURED uV (5) V2' X IVJ-DOLT OR ANCHOR DOLTS. DOLTS. IW W MIK EMDEDMENT, W/ 2' D X 2' X 11W WASHER A NUT. (U WITNN S' OF TOP. (U WINN S' OR THE DTK (3)EVINLY SPACED. ® ® m IN NOTES, ALL AMCWOM SHALL BE N A,C40RDAN01 TO MAMPACTURER'S INSTALLATION SDTM=TIOW WNERE 8=4 IN4rTRLGTIONs ARE lllf E 6TRAIGdNT GARAGE DOOR BUCK ATTACHMENT sera. vr,l-M' 2X4m SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' CMU X' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X I'X4. OR I'X'2' P.T. NAILER 2X6� MUST BE ON OUTSIDE • Ix4 P.T. OR %'X4' MIN. SECURED THROUGH SECURE TO BLOCK W/2-VA* NON-STRUCTURAL ' SECURE THRU FRAME t TAPCONS TAPCON MIR 1 Y4 EXTEND 1 Y4 INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK W/ Y,' TAPCONS MIN. HEAD SIZE 3003001 00 , a (MIR SHANK SIZE .145 ❑rMK MIN. EMBEDMENT I Y4) •DRYWALL HEAD SIZE 300 MIN. EMBEDMENT I'Y4 WITHIN W OF EACH END t 1W O.G. MAX SPACING. 'X4' OR I'X2' P.T. NAILER WITHIN W OF EACH END 4 2X&, 18' O.G. MAX SPACINCT SECURE TO BLOCK W/2-i(r' ' OSJS. X 4' MIN. TAPOO DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH 2X PER MANUFACTURES DETAILS. ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-1%1Q" is111DiD01/ TO BLACK +3/4 OR +5/4 irl TIINDOII TO BLOCK +1-15/ 8 BGALE, RTS. " SCALE: N.T.S. 2X4, s SECURE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. 2X6:= SECURE TO BLOCK W/2-W6' TAPCONS(MK SHANK SIZE 145 MIN. HEAD SIZE 900 MIR EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8, CM18' O.C. MAX SPACING. )V DRYWALL 2X&, ❑ 1'X4' OR 1'X2' P.T. NAILER SEA BLOCK WR-T)(5' CASING (MIN. SHANK SIZE .1, MIN. HEAD SIZE 3" DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8. OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED )4) DOOR JAMB TO BLOCK +2" in1 RDiDOR TO BLACK +1' , N.T . 2X4,w SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MAT BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCONS TAPCON MIN. IYi (MIN. SHAW SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I49I D, cm WITHIN W OF EACH END K• DRYWALL 18' O.G. MAX SPACING.I'X4' 2XS4 OR I'X2' P.T. NAILER TO BLOCK W/J-(MIN. CASINGSERE SHANK 61ZE J45 MIN. HEAD SIZE 300DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4')ATTACH TO 2X PER WITHIN 8' OF EACH ENDMANUFACTURES DETAILS. 18' O.G MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAM 15 (DO NOT EXCEED Y4) R JAMB �MDiDOW TO BIACKK+22114, D '� E, RT . 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4), WITHIN8' OF EACH END 4 STRUCTURAL 2X IV OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2_VNON-6TRUCTURAL TAPO" TAPCON MIN. I Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT IY4) DRYWALL WITHIN 8' OF EACH END 4 IV O.G. MAX SPACING. a �3. •X4' OR 1' X2' P.T. NAILER 2X8m SECURE TO I5LOCK W/2-%- TAPCONS DOOR CASING (MIN. SHANK SIZE .145N. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW URT14IN 8' OF EACH END t ATTACH TO 2X PER IV Or_ MAX SPACING MANFACTURES DETAILS. x w mmmwmFwsAMRm xmaxwoa', DOOR JAMB TO BLACK +3' E SCALE, N.T.S. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHAW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I X') WITHIN8. OF EACH END 4 NOTE: STRRUCTURAL 2X 18' O.C. MAX SPACING. MUST 15E ON OUTSIDE 4 2X6, SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL Va' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I A') S, cm WITHIN 8' OF EACH END t fr)• DRYWALL IV Oa MAX SPACING. 2XS:m ❑ I'X4' OR DO' P.T. NAILER SECURE TO BLOCK W/J-%' 2ND 2X SECURE TO TAPCONB(MIR SHANK TRUCTURAL MEMBER 145 /12112d WITHIN 8' OF EACH MIN. HEAD SIZE 300ND ATTACH 4 6' TO W O,C. MAX MIN. EMBEDMENT 1 Y49CASING WITHIN 8. OF EACH ENDOOR JAMB OR WINDOW 18' O.C. MAX SPACING TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3' F R +" SCALE. T . 2X4m SECURE TO BLOCK W64 TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END 4 MUST BE ON OUTSIDE 4 IW OG. MAX SPACING. SECURED THRCWI4 2X6,m SECURE TO BLOCK WA-1/4' NON-STRUCTURAL TAPCONS(MM. SHANK SIZE TAPCON MIN. 1-Yi EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT 1 Y4) • DRYWALL WITHIN 8. OF EACH END 4 IV O.C. MAX SPACING 'X4' OR IW* P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' Y&' O,8.0. X W MIN. TAPCONS (MIN. 814AW SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8. OF EACH END t ATTACH TO 2X PER 16' 04. MAX SPACING. MANFACTURES DETAILS. x0m am m moo D TO FLY! AMR 1pO x0l f:K1ED,{'! DOOR JAMB TO BLACK +3-4/18' /77 11DiDOt/ TO BLACK +3-7/16' 1,"/SCALE, KT . 2X4= SECURE TO BLOCK UW4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X ID' O.C. MAX SPACING. MOT BE ON OUTSIDE 4 2X&, SECURED THROWN SECURE TO BLOCK WA-1/4' NON-STRUCTURAL Vo' TAPO" TAPCON MIN. 1-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3W MIN. EMBEDMENT I Y49 8' CMU WITHIN 8' CF EACH END 4 )f• DRYWALL IW O.C. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER 2X8m SECURE TO BLOCK W(I.1/4' P.T. X 4• MIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN8' OF EACH END 4 TTAC 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3 3/4" H K LAC +3 3 4' E, N.T.B. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdsslgngrouPeOm AA N: 0003325 a Is S C a 11L3 munDm Ae LOT.. ABBOTT PARK LOT #39 BLK. #9 PROJECT# 04181.000-39091 LKODELA 4EHB "2605— HAYDEN" GARAGE 811ING: RIGHT PAGE: DETAILS 160 MPH EXP. A. A NO Dw 6/12/20 GOAL,!: 1/4"=1'-O" aI'IEET D3 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 21473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 F8CR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FI.7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2027 FBCR 3/2/2030 FL.12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15333.9 - R2 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL 15333.7 - R2 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 1SO76.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL S684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2027 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA•TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDEL TE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 17901.1 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORI DABUILDING.ORG CONTROL DATE: 06/10/2020 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-W78 FAX: 407-7744078 www.abdealgngroup.cam l AA e: 0003325 S 4 ABBOTT PARK LOT #39 BLK. #9 0 18 00� 39091 MODIQi s 4EHB "2605- HAYDEN" OA18AGM MrWEW t RIGHT PA00 PRODUCT APPROVAL LISTING 160 MPH RR C t < c ZmTm 6/12/20 sCALtOs 1/4"=1'-0" mKow D4 OLPOLD p.Al0.r1.A OL.a.o—. M.A L an461 . R. 0 l CLAM - Ft. C «,.)n.a NCopm ow ®es. am,&Ar mc"m W. an.au YiAIMM 170MUNCALLT PA&M 4. On MAX ® KICKOUT DETAIL ® L noLo MIYC . rT. 1 C WAOW . Ff. a L CInAM . PT. C 4 F"FT. C oIR Pt. a ML. R. a TalOia WOMOM ROAM 0 Wes, "''N°° W,nATWn MAL. Pa p. OQ. Wotan. Jm rAw-m OW" oN.T) LAYNt % co a.Armmm wx) A," Nor f O ■ ae cm mm ...® \ L-0eT RASM f0M= \ I A.) reTALL. Kazan Ai.crra,Q m. MlInaClla,� WATm TWO $a& nmm on sauna CO Nf! etu WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOP/WALL SCREED 5'k5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS ONIA" FLASHING LEGEND DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 1 q Y Q O sumty • tA'h ABBOTT PARK LOT #39 BLK. #9 0 18 006-091 DMDMLa 4EHB "2605-HAYDEN" OANAOs BMWO: RIGHT PAOs: WALL ASSEMBLY DETAILS 160 MPH EXP. C STUCCO FINISH 6' SELF ADHESIVE ' OVER TOP t SIDES SELF FLASHING UNIT saa PREMANUF. DRYER LONGWOODD, FL 732 50 VENT CAP (SET IN PH: 407-774-6078 CONT. SEALANT) FAX 407-774.4078 www.abdesigngroup.com AA S: 0003325 SEALANT • TOP t SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'OJICK FLASH• PIPE THROUGH WALL I o Y 6' SELF ADHESIVE FLASHING (INSTALL PER MANIV. SPECS.) e' BUILDING PAPER UNDER 'QUICK FLASH' CUT OPENING IN STUCCOYER WRAP APPROVED HOUSEUJRAP FOR BOX INSTALLATION B 'E O OUT 'X' INTO --WENT PENETRATION STuGCLAiP SELMEMBRANERING� SCALE, N.T.B. APPLY SELF -ADHERING WOOD SHEATHING RANE FLASHR MEMBIINGG OVE BOX AND OVER APPROVED WRB LAYER 01 ST P #1 STEP #2 APPROVED HOUSES6 OWL AP umLAYER 44, ELEC. METER FIELD I STUCCO WRAP VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE _ GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER AF'ROVED PRIOR TO INSTALLING ELEC. I HOUSEWRAP METER WRB LAYER R, FORTIFIBER LTHAT CAVITY ID PO FILLED WITH RIGID POLYMERIC p ST I #3 �J STEP BUILDING PAPER # 4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) RIC ELATINGx DRAINAGE PLANE (WRB BASE SEALANT AT POINT COATING OVER OVER LAYER 01 STUCCO WRAP) ELEC WIRE PENETRATES (SERE TOYP, ICAL MWALL summ ae LOa'e ABBOTT PARK LOT #39 BLK. #9 0 18 000 39091 4EHB "2605- HAYDEN" aAnAGS OWWO: RIGHT PALM WALL ASSEMBLY DETAILS 160 MPH UAAC APPLY E-Z BEAD — OVER o SECTION) OVER 6® MIN : WRB LAYER 02 (FORTIFIBER - - - - - AREA TO RECEIVE FCwRADE ELT -PROVIDE a METAL LATH BUILDING PAPER) STUCCO SCRATCH COAT SEALANT AT ALL ". METAL LATH x—x—x—x t I GOAT OF PAINT W/BAGK- JOINTS AND ° ROLL PRIOR TO INTERSECTIONS �I P V U STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING - - - - - DISCONNECT STEP #5 STEP No No NOTE: 6/12/20 METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT OELECTRICAL RECEPTACLE sCALM1/4"=l'-0" R103.1.1 / ASTM C-841-0S, MIN. 2.5 L55. O PER SQ. YARD (UTILITY OR NOMINALPENETRATION s WTI -�,�r�� LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO r k 2 1/2, k ASHING - - - - - CORNER BEAD (FASTENER r SPACING A I' O.C.) CI" lu %8' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD � BLOCK i44i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA N: 0003325 "s� a q aulwiv. a. LOT ABBOTT PARK LOT #39 BLK. #9 PlWJEWTI► 04181.000-39091 M OD=A 4EHB "2605-HAYDEN" GA1tAOR BVMG: RIGHT PA03h WALL ASSEMBLY DETAILS 160 MPH EXK C U = C TpmcTION UIOOD SWATHM6 WNAT1ER REBI&TIYE OAPPOIR 0"THER REMSTIVE x T �LAP iIDnAQ / / / �N6-ADIERM6 STARTER GTRR' / \� �\ IWASTIVE \\\ PLASHMG \ —= GAL,V'D METAL QAL METAL Z R�aiH Z• R.ASWMG OR 1 ' X 6'*i� TED / \ / UID CASM X 6IIM MQ'T GAP %VCALLKM OR APPROVED OBALMR CASM SIDING TO STUCCO BLOCK TO FRAME TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2B L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) LURE, LAYER 02 (FORTIFIBER — • — • — • — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX- 407-7744078 wwwabdostgngroup.com AA M: 0003325 g�Ctij 64 1111.21 IA umzav BBOTT PARK LOT #39 BLK. #9 rRoaacs p 04181.000-39091 uoaszdc 4EHB "2605-HAYDEN" RIGHT rAGM WALL ASSEMBLY DETAILS 160 MYji E . C I i V8' TEXTURED / ! FNISH • WDOD, /- 1/2' TEXTURED ----- --------- ------------- -------i------- -, - 2x6 SUB-BANb FNISH , CM W/i'x4' NOTCH ® METAL LATH / -- - - - END, WRAPPED IN PEEL < STICK METAL FASCIA WRAP - WOOD SHEATHING OR Cm j I' - DRIP EDGE WR6 LAYER 91, Stucco wQAP(FRAnE oHLY) \ WRI5 LAYER 4, FORTIFIBER BUILPM PAPER 1/8' TEXTURED I \\ ---- (FRAME ONLY) 1 FINISH ® WOOD I 2X6 Sue'AHD "� R°OFg� cEMeHT 1/2' TEXTURED \ s \\ \ !/ FINISH CMU / DRIP EDGE \ \ \` • METAL FASCIA IFROM\ \ \ ©PLAN 5 METAL KICK OUT ! STUCCO, CO, •✓ WOOD WALL \\ \ -----------------' , i `—EXTERIOR WALL �\\ / (FRAME OR CMU) \ \\ \\ \\ NOTE: NOTCH FOR 2Xr SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \ ROOF DECK (BEYOND) _ `\ DRIP EDGE, I' OFF WALL \� NOT INTO STUCCO) ``1'1/8' I TEXTURED FINISH a WOOD, 1/2' TEXTURED / FINISH ® CMU - 2x6 SUB -BAND W/1'x4' NOTCH ' END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A SUB BAND DETAIL C) WALL 3• x x x x' x x x x x x x x x x x x x x x x x x x x x x x x x x x x PRE-ENG'D TRUSS TO BE CUT ® x x x x x x x x x x x x x x x x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS V-8' x x x x x O.C. MAX. x 2x SUB -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL W/KICK-OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK RROOF CEMENT e2 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA�'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 44 AN 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdoWgngroup.com AA 0: 0003325 0 �o I — TE•1 28'-2" T-6" 8'-0" >A I w r- W w I L 4" CONC. I - TOP OF SLAB m SLAB 3 O a --------- FM-16x18— —1--- �Ir'I----4--1 I 10'-0" i 4" PVC iV CHASE 11 iN m Im 11 off_ rn I 4 SLAB F ii WI iA r LL 20'-5' l cw-12x12 1.1 —L_ — 11 O a IrT— II F-2 4 o 77 I, i i 1.1 11 ( Ibn 2.13-1` ,WjnII� w w I N UP TO END FLOOR v <p ''I 11 (FIELD VERIFY 8 C m r I I u EXACT LOCATION) 1.1 5 u I I 0 9'-5" 8'-3" 9'-0" 2'-B" 9'-4" 3 NI 1 I I #3 TRANSFER STEEL m w 24O.C. MAX UI N ��-AKQLW I I m z FIN. ELEV. N FIN. CONC. SLAB R I 1'1 m IS I „ I zI �I I 16'-0" FM-16x18 L---- --- m I� 4 4 4 e' 4 COLIC. MAI v Y 1 FM 18X78 .q y FOUNDATION PLAN SCALE: 1/4" = V-G' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE r-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, OINDICATES 06 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30'. #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-W O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS US W1..lA OVER GENERAL 3112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 12" CONTINUOUS 18" - (2)#Fs 16" CONTINUOUS 18" - e _ + '-0" 20" CONTINUOUS 18" MFMC-l6xl8l i6" CONTINUOUS t -VARIES 12" SEE PLAN 12" 12" SEE PLAN 12" - s VARIES 24" 24" 12" s e + "-0" 8" SEE PLAN 8" - s Ho" i"I N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesWgroup.com L AA #: 0003325 ds �wl o E EVHDIV. Se LOT" ABBOTT PARK LOT #39 BLK. #9 PROJECT* 04181.000-39091 MODMA 4EHB "2605—HAYDEN" GARAGE 9WMffG: RIGHT PAGE: FOUNDATION PLAN %160 MPH EXP. C 30' MIN. EACH WAY MONOLITHIC FOOTING j} g STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED •v. <a CELL SEE PLAN FOR SIZE AND < ¢; O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SPACING REQUIREMENTS j1 _ .•��zz �a °�1 '. •: GARAGE DOOR w O O e a wI . . _T� °•. a r •. FM-. ... RECESS g Z O fn 6"CMU WALL O 0" CMU WALL° Z . CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH W W 8' ;� "'lll d I w U +01-C TOP OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS a °� SO THAT THE STEEL REINF. IS CONTINUOUS • V) SEE SLAB SCHEDULE _ -+ -VARIES I MATCH AMOUNT OF CONTINUOUS BARS I� CURB FOR MASONRY ° EXT. PORCH SLAB W11 /2" IS,F BAR SIZE 48 BAR DIA. 4' CHAMFER (I -STORY) #3 18" EXT. PORCH SLAB (1 TOP OF GARAGE BEE SLAB SCHEDULE 4" CHAMFER (I -STORY) ( ) I°L° `'v. °' CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE �;0. UNITS SET AT ELEV: JOINT (WHERE - e �� 6" CHAMFER (2-STORY) #4 Y4" W/ l/2" ISOLATION 6" CHAMFER (2STORY) . 0'-(' APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE. APPLICABLE) • i EE SCHEDULE Z 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE1. FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0 2 @ GARAGE BQ" E y4"=1'-0" (_;CORNER BARS DETAIL , DOOR OPENING SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Lu I PLANS FOR SPACING. SINGLE S CL NEW REINF. BAR BTM. PLATE TO BE PT. O 0- SECURED W/ 2- PART a g PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPEO EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE -� < S", UNO NAILI16" O/C STAGGERED. W/FLANGE BASE FOLLOW ALL F. ADDTIONAL METAL IFICATIONSNS FOR SPECSE CONNECTORS NOT UAND REQUIRED WHEN NO ion A„ PREPARATION OF w UPLIFT IS PRESENT. Z C c HOLE. w SEE SLAB SCHEDULE SECURE FLANGE TO w - Q SLAB WI(4) 1/4" X 2 1/4" ` �Q� $ O +- 0'-0" TAPCONS QQ- TOP OF SLAB t' 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) e EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 8 scAE:3/4"=1'4 (NO UPLIFT) LAP TOP PLATE A MIN. OF 40" -� 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 Z WALL WI SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL a E SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. QK o0 U ADDITIONAL METAL CONNECTORS NOT a REQUIRED WHEN NO w IL Z 8" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) r . �~ +- 0'-0' TOP OF SLAB +- 0'-0' ° TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING / +_ 0' TOP OF SLAB - °` 1/2" DIA. SIMPSON S7B2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND ' ✓` SEE SLAB SCHEDULE 4" CHAMFER (1-STORY)O > ° ° � ° ° W/1/2 "ISOLATION 6" CHAMFER (2-STORY) U � ° • 16" O.C. VERTICALLY MAX JOINT (WHERE. APPLICABLE) Z MATCH STEEL M#742" SEE SCHEDULE 6"PVC CHASE IPER SCHEDUEREINFORCEMEMFOR PVC CHASE THRU FOOTING WxDBAR BAR SIZE THRU FOOTING �MREIN AND BAR QUANTITY M FI STEEL SEE SCHEDULE REINFORCEMENT FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE DL��: 3l4"=l'-O" (NO UPLIFT) BLOCK WALL CONNECTION 1 _ THRU FOOTING SCALE: 3/4"=l'-O" SCALE: 3/4"=V-9' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH:407-7748078 FAX 407-774-4078 wwwabdealgngroup.com L AA M: 000332E d r its Q TIE VERTICAL REBARc TO HORIZONTAL REBAR WI 10" HOOK Z ^ Z GROUTED BOND BEAM VARIES PER ELEV. Z Q CLEAN OUT REQUIRED Q FOR INSPECTION TIE' VERTICAL REBAR TO HORIZONTAL REBAR Wl 10" HOOK BAR SIZE 48 BAR DfA. z #3 18" 0 #4 24" U #5 30" #6 36" #T 42" HORIZONTAL/VERTICAL %�___ REINFORCING ' �— SCALE: 3/4"=1'-0" uj O (i NEW REINF. BAR .0) SECUREDW12-PART a I EPDXY. MIN. EMBED 6", UNO 2 Q FOLLOW ALL MANF. to SPECIFICATIONS FOR K USE AND PREPARATION OF Z HOLE. W, ' s AL- y ,.a STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3l4"=l'-0" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 18" METHOD #4 24" HORIZONTALNERTICAL #5 NFORCING #e (D--cm, #7 42" 4"=1'-0" #5BARS ;J i, CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS .rs 1441 N. RONALD REAGAj LONGWOOD, FL 827 PH: 407-774.607 FAX: 407-774407 www.abdeslgngroup. AA #: 000332. Y S � C aUBDiv de IrOT: ABBOTT PARK LOT #39 BLK. #9 PROJECT/ 04181.000-39091 MODRU 4EHB "2605— HAYDEN" GARAGE 9WING: RIGHT PAOE: DETAILS 160 11PH FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Dd x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1GA OR LGT2 W/ 1Dd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK CE=RmpnON REMARK 0 (2) 2X8 BEAM SCHEDULE OUMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.S - TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE WX EINFORCEMENT Rfe STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 30DO 8xl6 (1)7� (1)#5 WA GROUTED SOLID B82 MASONRY 3000 8x8 (1)#6 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-UNTELS SAFE LATERAL 8" PRECAST 6 PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS �IMF`Nq SAFE LOAD - POUNDS PER LINEAR FOOT *--0— SAFE LOAD0-4-- SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUE was man imam Oman rim ane"" emom 4na/e armor V14.19 w" swig *vft pawn TYPE LENGTH EUS 8F6 RCMU TYPE LENGTH eratt eesa eF,i-tt wfm aFtar eneai ecao-tt ma eFetitr I pftm eM►tt meat eraa,r padar 74' (42� PRECAST 2281 no Hm ow ew sm "w, Sd (4n PRECAST I028 t024 Isis 74• (42•) PRECAST mw mw aw 4w M8132 7w we 4w 2 Hta 7547 eel• 1=aw 1 ,,w 1w =ed seat 4w m= Has 70M 4'-0• (48') PRECAST ifwE m7 ml aw 4w 1 Taw e"7 4'-0' ( ) PRECAST 70a 70a I80S 4'-0' (48') PRECAST tw =06 a= MIS 4370 em mm mp 4w nta 76w w4 "m 111w lap =00 a= and 4w Has mm V-r 64 PRECAST ( 7 1lIS ,w 9n0 mi am 4w6 MW dal/ 4'4' (04' PRECAST B02 sot 1078 4'4• (040 PRECAST map mq 2W Sam 40" 4711 wm Hw 4m H1a 76ar can tow Itew law 2m wW =" 4m m1 dam 6,4, (Sd� PRECAST 1217 13" 1w ,w and n= aw 4W 84' (64') PRECAST 411 411 745 S4' (641 PRECAST We m eve me aw w1 4d= ,w mm ww 7617 ,He me ma me aw awt •me V-Ia (m PRECAST 1002 ,w „T, m, a= aw adds sm V-17 (m•) PRECAST 340 339 610 11 (70") PRECAST w mw Hw am 410 "" m= Nan nn Hm w te6/ me0 aw Hw am •W 84• (M PREGBT on 1m 217r 34 0 =1 am. 4m mn 84• ( PRECAST a07 72/ 4B0 !'4• (7C) PRECAST w Imm. 1m 21n f"o SM ew ew w i4w fele Zm am wt am r4• ND') PRECAST 743 m1 17M aw ma aw am few Td (SD") PRECAST 424 as So r4" on PRECAST Tv 2w MY.am tnt 17m 21N Ills w, e"7 a4R 7w tw 1mt mm am m7 am V4• 11 PRECAST ( 2') aa4 w 11m 1w 2w aw mn aw V4• (112� PRECAST sea a12 28o v4• (11T) PRECAST w A " M71 m 2w tw m 1a" ,e" mt a4w ew w/ w Im "a "a 2m aen ( 20� PRECAST 10'4' I 475 w w law !2.1! aw 27" 210 2w 10.4• (12n PRECAST 294 401 180 Itl4• (12" PRECAST w w ate iw , 2H, 64 1om vn •w w w ,tw 1p2 11111111A 2111111 21" 71.4• (fae� PRECAST 862 w w ,w ,e" am Hv 4w 11'4• (130) PRECAST 200 462 164 71w (IW) PRECAST 474 w w tow ,7w an t"e taw 1m am nv 4w 40 ew tan %u maw np 17-0' (1M0 PRECAST 337 m ew ,w "m am 2w eem 174' (144') PRECABT 244 402 IV 174' (1"') PRECAST 4m 4w Tillw „ , m w 121114 "w 2M M sew •m w Mm t mle W4" (Ieo•) PRECAST 2I0 4" m Iw tm ,ma an 21Y I74• (1ar PRECAST 217 324 110 IV47 (10v1 PRECAST 4n w aw 7w w i ta= 471 m im "m I "N I Ml I mw a• •m m 110 law 11'4" (10l� PRECAST 278 m Tw ,w tw tw am am wo (ion PRErAw 20a 2Sa 100 14'4' ow) PRECAST w w w 7m w tm 4a "m for ten 3 ' •m w m mm ,mr t4'4f (170') PR�TREBBED N.R. m tR 0 m wt m m 144 (7700 PREBTREOBED NA 204 W i4'4' (17'!') PRE m 2" an = m w m w w w t ,m nm 4ea m ,m "m 2m 2n7 v1x IV-4- (164') WSMISOSEO N.R. "t MR M M ,R ,R IR IB4• (IMF PR�1RF90ED N.R.260 N iB4' (1M� PRE 2R m a" w w w m w 7w Mt 1w 412 m Im ,m tow 2na Ir4• Gw) PR$IREbOED NA 171 MR m m eR 7R ,R Irw ROe9 PRT N.0. 194 64 ir4' R0a9 PRE nT ,m m w 40 w do m w m nn - em w w w tam "w tw sow ISi' (292') r N.R tw m Nit m wt "t ,R I" Mn PREBTMM NA 14e a2 Iv4' fr9 PREBImm m we zs m w m 4w m dt7 ea m fa 1m m •m m 1ow taw 7n6 1rn 21'-4•20PRN.R.N tR Nit 214 '' w in w ffi m $73 w wT w m w w w low "D m w m 114 t 1 27-0' l9 PREBTRE88ED R. M IR m let 7R ,R M �� (9 PRT NA 170 40 274. 0�49 pR�iRE868) w H.--I ,w tw := m w ale na •m w m w w w 1w a" w w tar ,m Iw W-C Wn PREaTR680ED N.0. IR IR M NR "t ,R MR W4' Mn PRT�88ED N.R. S1 as 24'4T Rea') PR661RFA D 1m tat 1A w 2w I sn a42 4w 4n ON 4m m w em in m 4m w a$ 1w "m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VAU)E8 TAKEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO SE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MMIMUM C OF BEARING PAST EACH SIDE OF W14DOWOPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6076 FAX: 407-7744078 wwwabdeslgngrouP.com L AA 6: 0003325 6 2 a scrHDIV. ac LID T: ABBOTT PARK LOT #39 BLK. #9 PItOJECT�I 04181.000-39091 MODMU 4EHB "2605- HAYDEN" GARAGE aAING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 PH EXP. C CS%cmw DATE: 8/12/20 aCALM 1/4"=1'—O" azlsL"r s2 NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30"TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 314"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN 9 #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. 0 / A '5� �O PQ�Fk F = FILLED W/ GROUT U = UNFILLED 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. I J / WIDTM B OF #5'S, IN BOND BEAM COURSE ��'l 6-1 Tll /c B p8 �FE NOMINAL P� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- iTI M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFX(- 1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST • 3 1"' WINDOW SILL Z a !SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 SINGLE CORNER BAR, 30X30 TURNED UP yl OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDEOF ELEVATION BOND.BEAM CHANGE CHANGE IN 0 ELEVATION OF BOND BEAM BOND BEAM 1#5 TYP. 811t6" BOND BEAM 8X18 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE SX8 BOND BEAM TOP OF W/ (1) #5 BARJOF BOND BEAM GROUT SOLID FROM P LINTEL TO TOP OF BOOF OPENING BEAM, IF FILLED LINT SEE NOTE 5 8X8 PRE -CAST CONCR LINTEL W/ (1) #5 BAR ( LENGTH OF BAR = WIDTH MASONRY ORE"'NG-2•'BEAM DESIGNATION oaSX8 PRE -CAST CONCR SCALE: 3K'=1'-0" LINTEL, W/O STEEL (LTO PLAN FOR LOCATIrrw . WOODSECBON FABTEN VAtMNO d. =T MIN, 2 }" MAX s. = 2 }' MIN, 9" MAX b=1}"MIN, 2}"MAX d. =T MIN, 2 }" MAX s. = 2 }" MIN, 9" MAX W210 b=1}"MIN, J'MAV y =2" MIN, 2 }" MAX 4 = 2 }" MIN, 9" MAX mw b=1}"MIN, 2}"MAX aa=}"MIN,2}"MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }• OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: C6 = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW b= SPACING BETWEEN ROWS OF FASTENERS %= EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 p a etmD2V ae I+OT ABBOTT PARK LOT ##39 BLK. ##9 PROJECT/ 04181.000— 9091 KODElu 4EHB "2605— HAYDEN" GARAGE 911111sr7G: 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 WI (9) 10d x 1 ill" HDG 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 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .1 Tr ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I 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 MARK SIZE S, BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3XN5 Yz") SYP. HTT4 W/W" DIAx 5" 5IS3.1A PT, WOOD POST EXP.BOLT r-------- FIRE �RILT S 0P r I L - — — — - - — — J FLOOB�R2X4 NAILER DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD 11 DRAFT STOP PRE-ENG. FLR. JOISTS ''l i l rl 2X4 NAILER FOR DRAFT STOP 314" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS �J 11 II II II II II n u n II II n II II n 11 II 11 II N II n n n x 11 II N II II II N N N u n N x n it 11 N II 11 11 11 II II 11 11 II II II II II 11 It n IL 11 II II 11 II II it II J3 II II N 11 it It g N N q II II 11 q x 11 if 11n N j 2 II N 1 n NILJ9 'll II II II 11 II II 11 1 1 II � II 11 II II 11 11 11 II II II II Is 11 11 11 II 11 11 IIII M1 TO CMU WALL W/ i IxI I°III I°III III II N N N 2x4W'ODD WALL II N I SIMPSON LGUM488D8W/(4)VItV TN HD ANCHORS AD 4Y%2¢ 11 u 2x4 WOOD WALL W/ q II SYP. NO.2STUDS 12" O.C. IIII IIII IIIIIt IIIII OSSCREWSTOBMl,BLOCKWY SYP. N0.211 PLYWOOD E. SIDE OF Mi.n n u n STUDS u n n n x n u 12" O.C. II II BM1�1 2X6 WOOD 6 WALL W/ DBL. it u 4 II STUD UNDER II II J4 EACH JOIST Itu CA E PRE-FABRWED FLOOR JOISTS e w o.C. n»r 11 / DBL STUD -1 ' x ,.,II /IRlV IIIDiID IISTOPPING II WALL W/ DBL II STUD UNDER II ALONG THIS TRUSS AS TO 11 II EACH JOIST II LIMIT ARE A 0000 S.F. II PER FBC1302.12 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" ]-JOIST 1441 N. RONALD RFAGAN BLVD, LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-774,4078 www.abdesigngmup.com AA 0- 0003325 A g t !;Z41ft SUDDIV. & LOT: ABBOTT PARK LOT #39 BLK. #9 PROJECT# 04181.000-39091 MODEL: 4EHB "2605-HAYDEN" GARAGE BWMCI: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH E . C -(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x i J' NAILS TO TRUSS -(2) SIMPSON HETAi6 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J" NAILS TO GIRDER AND (2) SIMPSON HETAi6 TRUSS ANCHORS WITH (12)16d x 3 J" NAILS TO GIRDER 1x2, 2x WOOD FASCIA' SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1X2 SECURED W/10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S)� R3t<$ BACKERRACK THICKNESS 4500 3/4" WOOD PANELS 60M (2)1/2" WOOD PANELS 60 (2)12" WOOD PANELS 90 2x LUMBER •4 • # 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. I -JOIST CONNECTION @ L.B.W. -* SCALE:314"=V-0" (NO UPLIFT) OUTER 113 ( SPAN ONLY PLATE DEPTH 1/4'D —HOLE EDGE >5/8" -HOLE DIAMETER 2/5.0 SGL. STUD STUD NOTCHING BORING LIMITS G)�AND SCALE: 1 112"=1'-0` EDGE >5/8" HOLE DIAMETER < 3/5'0 DBL. STUD ENGINEERED WOOD TRU E 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —� TRUSS ANCHOR WITH (9) 10d x 1 } NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 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, L—A-(1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN WITH (4) J' x 5"TITEN HD TO CMU AND (12) SDS }" x 2 } TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) SOS }" x tx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3) 16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) 3 x 5'TITEN HO TO CMU AND (18) BOB }" x 3" lx2 SECURED W/ IDd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BE�CHEDULE ENSURE THAT CELLS ARE GROUTED 12" O/C SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a S 2c TYPICAL ROOF GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dxl/2 HOG COMMON NAILS. G EACH END TOTAL OF 10 am BACKER RACK 7iBCIBERI 4500 3/4' WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 (2)1W WOOD PANELS 90 2x LUMBER LVUI-JOIST WITH BACKER BLOCK HTT4 W75/8"A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18)16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4. LVUWVOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-(T A- SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS, TO JOIST FL#17241 8 - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS WI (2) 3/4"' WEDGE-BOLT/JBOLT, 5" MIN. EMBED (14) 10d GALV, COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U <210 LBS W/ (4) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS Wl (8) 3/4- WEDGESOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4- WEDGE-BOLT/JSOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-12" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) I. 9R 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10IOd TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=l'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-(7' (1) "X" BRACE 30'-1" TO 80'-0 (3) "X" BRACE (I) "X' BRACE @ CENTER {2) 'X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - 1x4 DIAGONAL SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� BRAC NG 3EE PLAN FOR LOCATION STIFFBACK (AS PER MAY NOT BE TRUSS ENG) REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0" O/C J —END WALL OR OTHER MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF 1V-O" O/C MAXSECURED WI (2)1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD p A /+ INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" B° MAX. 24' MAX. w/ IJOIST SPACING END w/1JOIST TVP rrP P 14 ACIN SEE MIN. PLAN END OF MAX MAX MAX LEDGER BD. 12" EXP. L (212X8 SVP P.T, d FROM (2) 2X12 SVP P.T. 3/4' EXP. BOLT/J4BOLT W/2" LEEDOE R BOARD LEDGER BOARD TO BOLT/J.BOLT W/ 2' WASHERS 512' To WITH I USED I. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER S 512• MIN. EASED. (TYP) WITH I -JOIST BOLTSIJ.BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, S' ALL AROUND BUT. FROM 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF �I Z 4'-0. i a0 3. ALL BOLTS TO HAVE WASHERS (2) 2Xtt �C !. IXP. BOLTS/J430LTB SHOIx. SVP PT NOT BE ANY CLOSER THAN 8' = Z 5. O i op S. ONLY LEDGER M DIRECT ` (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CONTACT TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK I SIZE BOLTSIZE EDSPACING COMKIIIPAGNB A DOUBLE SYP 2x8 1/2" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" W MAX. 24" O/C MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" SEE SCHEDULE FOR BOND BEAM REO. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2)1 Od's Q EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE: 3/4"=1'fY' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON 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 F1 AND F2 FORCES. ALTERNATE MATERIALS T T SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdmigngroup.com L AA #: 0003325 Lis W d g o ounDiv. Ae LOT ABBOTT PARK LOT #39 BLK. #9 PROJECT#1 04181.000-39091 MODRL' 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH E C SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING WOIST 1610U l . EACH END PLATE STRAPS W/ 10d x 1 1/2" HDG NAILS WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3/4"=r-a' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'O WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 12" DIA. ANCHOR BOLT WI 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @CMU WALL 8 SCALE: 3l4"=1'-0" B"CMU WALL— REINF PER PLAN (2) 2x4 P.T. W/ — MASONRY NAILS 0 12" O.C. 1X2 FIRE -STOP — STRAP TRUSS TO PL. SEE SCHED. BELOW TM= TO TOP PLATE A-SIMPSON MTS12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 10d GALV. NAILS EA. STRAP #8 WOOD SCREWS x 2" LONG C 3" O.C.; STAGGERED OFF CENTERLINE 3l4" AS SHOWN I 3/4" BCREW PATTERN IJOIST (SEE FRAMING PLAN) DBL 2X12 SYP#2 LEDGER. SEE BOLT SCHEDULE, 101S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR (_,_'),TO EXTERIOR WALL SCALE: 3/4"=V-0" SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS WI 10d x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE 1 Od x 3" PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG.BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE 20 OR 2z6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. SECURE ST. PLATE TO SLAB W1 12"x9" WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. C 1S" OC MAX. 9a gb TRUSS CONNECTION L.B.W. SCALE: 3/4"=V-0" #8 WOOD SCREWS x 2" LONG G 3" O.C.; STAGGERED ASSHOWN BL. 2X8 SYP LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. 8" CMU WALL REINF PER PLAN PER ELEVATION p SCREEW PPATTERN °rr ��W I IP —1-JOIST (SEE 2x4 P.T. CEILING 24" M FRAMING PLAN) NAILER W1 MASONRY NAILS 0 12" O.C. 1X2 FIRE -STOP Al SECTION DETAIL AT I -JOISTS PARALLEL 4 TO EXTERIOR WALL SCALE: 34'=1'-0" HUvriHv�s 6 SYP N0. 2 WOOD POST TO SLAB. SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 TRUSS/WOOD POST CONNECTIONS 10a 10b 10C SCALE: 3 a"=r-0^ TRU88 TO POET CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SOS,(1) 5/8-A.T.R. TO HDU4 AND (10)1/4"X21/2"SDS TO POST POST TO BLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5M DIA, x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 Wl 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL3276O PH: 407-774-6078 FAX: 407-7744078 W. ww abdealgngroup.com AA #: 0003326 .1 C tlmm UDDIV ae LOT ABBOTT PARK LOT #39 BLK. #9 PROn=T# 04181.000-39091 HODELc 4EHB "2605—HAYDEN" GARAGE SIMMO: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C PRE-ENGINEERED �1 VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-77444078 www.abdomigngroup.com L AA M: 0003325 r 3 a eUBDty & LOT. ABBOTT PARK LOT ##39 BLK. ##9 PllCJECT 04181.000 39091 MODMIA 4EHB "2605- HAYDEN" CARAOb BWDM: RIGHT PAGM: DETAILS 160 MPH EXP. C J� 1441 N. RONALD REAOAN BLVD LONOWOOD, FL32760 PH: 407-7746078 FAX 407-774-4078 wwwAbdeslgngroup•eom AA A: 000332" Y Mm M C IP ItmDIv. ae X.074 BBOTT PARK LOT ##39 BLK. ##9 ROJECT/ 04181.000-39091 MODsz1 4EHB "2605- HAYDEN" GARA0Z 9WIN0: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 AXH EXP. C SECOND FLOOR DECK PLAN SCALE: 1l4' = V-0" 37'-6" 33'-8" 27'-6" 23'-4" 16'-4" 1 T_2" I 6-2 ram" 4 Y �i 4 M ap 'v p 4 's 3'-4" i 14'-2' � 2, 9" SECOND FLOOR DOWEL PLAN SCALE: 1/4". = 1'-0" L441 N. RONALD REAOAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 V4 o a 1ABUDDIV. Aa LOT: 1PIROJECT# BBOTT PARK LOT #39 BLK. #9 04181.000-39091 UODEU 4EHB "2605—HAYDEN" GARAGE SVnNG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8' LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK am a IDESOFUIPTION REMARK O (2) 2X8 BEAM SCHEDULE RaNEW INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.D.A, = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Psi) fe ZE W,, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 04MeB SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL OAD *-- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SIX Baas Wane 4FIsa SP1s/e VIea ONS-18 W" Weave WNM W2sM area s2►,e lase sate TYPE LENGTH &18 RCMU TYPE LENGTH 90-IT emu W13-IT Wv37 ~T naar 91b,T man WM4T wwn NWIIT ssa7 nasty eaau s4' (4r) PRECAST 2231 a�M n1I 610 an MN m tea, V4• (42') PRECAST 102E IM4 1589 s4' (421 PRECAST tea 24M IM4 4304 Ma eta 700, 3m 4M1 M1a Ten M74 WIN neM tell as MN 4aN MM e/a 7aM 44' (45y PRECAST 1985 aw m, ails MID m 7m Mn 4'4' (48' PRECAST 755 783 1309 4'4' (4V) PRECAST oM ail aMo MM 4m MM 4m m 4eE $113 Ten M74 ION/ 11010 taa as Ma ails 4m ail em 4'•5' (54-) PRECAST 15w Mr M,D MM a7M ills sm MN 4't (&,) PAEc�r tm3 a4• (� PRECAST 1M7 Tao IM7 am Mo 4711 em Ma 4m 8113 no am team „eM IM7 2IM 2W am MM 4711 Mn B4' 614') PRECAST 1217 ,ail "M NMI ail Ma MM 434 FW (549 BAST 411 411 745 54' (84.) PRECAST ,Me m a2n me fail a1M 422 no 3M0 01a 76A 1ae tilt >m ao aw ail, 44a 8.17 (�) PRECAST 108L 11a ills Iasi MID 21M 70M am @•10 (M PRECAST 840 sae 815 6.10 l70') PRECAST m t 2eM 3W ails 4133 /Mt 2Mx 41M t1M m tea MM MM 1 alga 1 am 41M 5'4' (7S') PRECAST 906 me 2177 34M 31M 37W MM MM 64' (►M) PRECAST 507 721 40D 84' (?n PRECAST e1e ail, an2. tail 2ITi 3410 MI MM I MM an MY I I M sail 27a 1 aa, 1 IN2 r4• (e5') PRECAST 743 till 17M tale am aelb NO r4' (80') PRECAST 424 534 303 T4' (W) PRECAST m t 2m ails till 17a s, =I 2M1 was ml eon 7D tm tea Rase as an MM 11 SPRECAST SW ( eM 110 NU a il/ M,e oo P4' (112") PRECAST 825 512 230 S4' (112� PRECAST at 7 De It " ,M Mn Moo m tail teo M" INN ells a, as I tail I 1Na im m4 aMI td4• (123') PRECAST 475 Me m Ma 2m r7" 2,M ails 184' (125) PRECAST �{ 4Di ISO 104• (120') PRECAST m en M1 IM 140 , 2M "a ,eM ,m MM ail 47" M/ w I ttM un a Ims, sass ail 114' (138') PRECAST 382 Na W "ee 9N M31V 4DM 114• (185� PRECAST 2SD 452 154 114' (13� PRECAST 4ls WI Mo ten nM W IM ,aM I M 24a sin 4a0 4N NY 1042. ,a72 teo /Mew 21M ir4• (144� PRECAST 337 eM m ,M4 M4 2/0 21oe MM Ira (1441) PRECAST 244 402 1 IV 124• (1M') PRECAST m 40 7N w , I tee. 1ls 2 Mw 211e 2110e 2a2 470 ® M. tam Mls iS•4' (185") PRECAST 2B5 471 tee 107e 14M im me ail 134• (16n PRECAST 217 324 110 IY41' (1S0') PRECAST 41e aN en 7M w , Rail 47t Too ,m ,4M fail ale 71M pe 7M ,1M M ,MI 14'4• (Ilan PRECAST 279 4N m 10a 1M1 1M7 2R7 2eM 11'-0' (15B') PRECAST Z05 28S 100 14'-0' (158� PRECAST a1/ ON 7M m tao 4M 7M ,a2 fail ten s,n MM Mo 4a m ,Me , , 107 14'4' (175� PRE N.R. M M M M M M M 14'4' (175� PRE61RB8ED N.R 2M 91 14'4• (IM PA 2a 74e a/ as M. Me m I1D m m I 1,a1 171 4M 7p ins ,10e 2Ne M,T ms 154' (1841 PRESTRESSED NA M 71 NI NR M M M 144' (t64� PR681RFS8ED N.R 250 S9 784• (18/� P 2M sM 313 ail 4ee m m on m Mt teas ss Its 7M INN 17M MM ail a7f Ir-0 (205') TIY�lRf;88ED NA M NR M N1 M M NR iTi• (20B') PA�7 D N.R 194 64 IrW On P M7 1a 2M as 41111 ea M, 7M ese 7a tsn m t4fa see eM eM tae teas on a"7 174" PM PRESI D NA M M M M tat MR M 184• tom) PRC$TRESSED NA us 62 1V-4' G'�') PIrEDI Ma in m$41 m 4111 4n W M t W7M loop, Ia7 ail 4M m IM7 1a2 1Me i714 �,4• OM PRESTRESSED N.R.too Nt M M ill M Nt M 14• 2(WPR68TRE88ED NJL 125 42 214• on PR68TRm o 1M w 2a m W als ale M7 4p 72t m eM m ,ae ail m as H" tail t4M 2r-W (2541 PRBrrRESM NA Mill 'F. M M �� � PRE8IRESBED N.R 115 40 27-0' (284') PR687RE88ED ,n ,n to mSIN m ail Ma 4a Mw eM eM w ,a ale W,f047 tfM tail 21'4' Mn PRESTRESSED NA M M M MR 1 M I Mt M 2/'-V Wr PRESTRESSED N.R. St 33 24'-V W" PREITRESSED In tM In w W m m 411e 416 m 4RgW. 757 M7 m to am 40D 04 1 IN I 101112 1222 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM WM LOAD TABLES' BY CAS ORETE MAY 2015 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MIND" 4' OF SEARNG PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 1"126.03 I 1 ------- t —J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngmup.com L AA B: 0003325 J t WiU aU13D:v & r os: ABBOTT PARK LOT #39 BILK. #9 PROJRCT 04181.00 —39091 MODZia 4EHB °2605—HAYDEN17 GARAGE 81RNd: RIGHT PAGL': SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (C). 6. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 21K MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PIIS36, .177" " x 2 7/8" LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3)5"x5 X") SYP. HTT4 W15/6" DIA x 5" 5/S3.1A PT., WOOD POST EXP. 80LT ROOF FRAMING PLAN SCALE: 1 /4" = V-0" 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngroup.com L AA k: 0003325 13 � O eunDiv. so LOT: ABBOTT PARK LOT ##39 BLK" ##9 P1toj=T 04181.000-39091 moDEL" 4EHB "2605-HAYDEN" GAFt"M 8WING: RIGHT PAoz: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C A-z%Ln-a- 6/12/20 DATE 8CALM 1/4"=1'-O" ammuT s6 GABLE -ENO w A ROOF WIND DESIGN PRESSURES NET(GROSS) _E 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C' RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT � 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR W" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O,C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS ® 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ! w ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. OIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 I C' SCREW SHANK i6-20 RINGS R INCH) Sd SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL &TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIORSHEATHINO USE 1/2" COX OR 7116" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES (Sj J z9 G1 z Z 2Q U . rn O iD aY S' N C7 . Z Z W 0w 1Y a a U NO Z J Z Z N Q � S � U LOU W L) U M U 02 O W a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING 0 0 3 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 0 6" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6N.jN FIELD J\ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017. Bth EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WRING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-Donoorteld 10 par BTM CHORD -rxxH wffent DEAD LOAD DEAD LOAD 15 pet TOP CHORD 20 Psf TOP CHORD (7 Pei w/ ASPHALT SHINGLES) 00 Paf w/ No GYPCRETE) 10 pef SI M CHORD 5 pef STM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf BALCONY LIVE LOAD 60 pef STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED =140 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pe1, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 3W, BALCONIES (EXTERIOR) AND DECKS: 40pef, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: SOpef, PASSENGER VEHICLE GARAGES: HOW. ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPULS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,ODO pat, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 05% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS. AND SLABON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4/-PRIOR TO THE ADDITION OF PLASTICIZER ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SWILL BE 31C. PROVIDE S%AIR ENTMNED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN DE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31C. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS44-UWLM WHERE INDICATED ON CRIPPLERS, SILLS. ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF U DRAWINGS. SEAMPPED 5 NICHES AND SEALED NTH ADHESIVE TAPE. ELASTICITY = 1.400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 POF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6tn EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al55, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0" OC, EACH WAY. T .I d i L l j•Id#ILLCb3 i7k# 1p REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED SARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESSGRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPif WTCA BCSI P COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALFLATE-CONNECTED WOOD TRUSSES, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PUW SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BYA FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. 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 MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE F. = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SWILL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy - 36 kel FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE B. TYPE E OR S. Fy - 35 kal. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. CONCRETE SHALL COAPLYWITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEMURW, MIXING, TRANSPORTING, ETC ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R 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 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A r FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EAKrH ANDDRWEATHER IATFOR A6 AND SMALLER 2" FOR 06 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3A' FOR SLABS, WALLS AND JOISTS 14ft FDR BEAM AND COLIU,N PR#.IARY REINFORCEMENT, TES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER A UCAT sm TYPE 9PACwG PEA1AWt4 APPL1- - TYPE 9PACNG PEMNbr9 1-TFURRNGTO -DE COIL GAUGE DDOR BUCK l4'OW. TAPCON MA90NRY 11?E-.4•ENA DIET„ M -.y I CCNC. NAIL 11?LONG. a"aC TO MASONRY/GONG, ND WABHEA FASTENER e. 11?EDGE DLAT. SGD�AL. E..000R3 CASE HARDEw000, rpC WEa%1WA)OOfU FASTENED GA GEOOO IB 1?ON. W/ YEMBED..4•ENODST., SEE NDTEB NAILIIR LONG. STAGGERED MTO MA90NRYICONC. TO MABONRY/WNC wA811ER FxMNSION BOLT i4.O'D YEDOEOIST. wwDcw Bua CASE HARDENED WL r0/C� WINDOWNWPo FASTENED METALSTRMTO CONTACT THIS ENGINEER FOR SPACING 1x PT,SEENGTEB lU1111?LONG, STAGGERED INTO AMaONRYICONC. waONRYICONO. REQUIREMENTS ExT.eWw0000R1 p.18'9IA •rAPCIXf 1r O'C 11?EABED. r END. NONBEMING WOOD - EXPANSNXI VEAIBEO.11- 21.OL BlIgt4Pi,9EENOTES WASHER FAeTNER DUST., 11?EDGE O44T. WALL TO CONC. SLAB WIWASHER BOLT DUST., 3•EOGE GIST. Px PT WINDOWaUCK 0.198'PAF x119• YOIC 4'ENO. 019T.,11? PT T08TEEL WL., 9EE WIWASHER 9-GE.. EDGE DWT. NOTE e 1 STAPLES 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 WLTI 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. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS T14E DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA 0: 0003325 'J g <r C NJ _LL fAitoj=Tip umm k LOT: BBOTT PARK LOT #39 BLK. #9 04181.000-39091 MODEU 4EHB °2605- HAYDEN" GARAGE 91rMG: RIGHT PAGE: DETAILS 160 MPH EXP. C .1