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HomeMy WebLinkAbout7757 Broad Pointe Dr (2)99 99 � 1405 3EKB -KEYSTONE ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES REVIEW DATE JUN 2 s; 707a CITY OF ZEPHYRHIL PLAN EXAMINER 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 . Ram Bum= CODE, BESIDgmul, CH EDT1�E%N (=7) • AIL LOCAL AND MATE CODER .00CUPANCY - RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE — VB INTERIOR RDVISII - CLASS B BASIC WIND SPEED - Vult=160 MPH VSSd=124 MPH •EVOSURE - C •1-STORY RESIDENCE • 2-STORY RESIDENCE - MAX. HEIGHT AS PER WCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING ADJ. ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE CE CENRT. LINE CAB. CABINET CU. CEILING CLR CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DD L. DOUBLE .G. DUAL GLAZED DIA DIAMETER DI M . DIMENSION DISP. DISPOSAL DP, DEEP DR DOOR D.S. DOWNSPOUT DTL. DETAIL EA EACH ASHER ELEV. ELEVATION EQ. EQUAL EKH. EXHAUST FOJFJ . IT. XEDCGLASS F.G. FUEL GAS FIN. FINISH FLR FLOOR FR. DR. FLUORESCENT FIG R FOOTING °O°R GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GIFREPFRRUPTER7CIRCUIT GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR HEADER HEIGHT INSULRHT INSULATION INY INTERIOR LAV. LUM. M.C. MFR. MIN. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PROD P.T. R BAD. RAG. REF. RM. O. PLO'PROFESSIONAL S.O. S.H. SHT. SHTHG. s M SL. SL.GL. STD. Sws TEMP' T.O.C. T.O. T.O.S. TYP. U.N.O. V.P. w. WD. WOW. W/H W.1, LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL MOUNTED THRESHOLD METAL SCALE ON CENTER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PAIR �D PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SMOIKEDE CORE SINGLE HUNG SHEET SHEATHING SHOWER SLIDING SLIDING GLASS STANDARD SHEARWALL SECTION N THICK TOP OF CURB TOP OF SLABS TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER OOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION gM/Dgll9 BID SET 186UED ARCHITECTURAL SHEET # DESCRIPTION e*aM AD= LED L*M TO KITCNEN 4 CAT4W" PER MARK a=& PG Cl-COVER SHEET pG GN-GENERAL NOTES FIG G -FLOOR PLAN PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG D1—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS 064UM ADDED EXTENDED OVERHANG AT REAR DOOR V M/N ADDED DOLLARD AND FN M M "R DOOR IN O.OATH 06/11/l9 REVISED LARGE OAND OELOW luroao TO `' BN1D TO HATCH GARAGE Oti16/19 FRA1yEU44LKREVI&OV8 LOMA AIDED SOO LA70UT 10/lt/19 ADDED 4' TO CLOSET N BEDROOM 09 0V M REPLACE USP CONNECTORS UTN StW60% CONECTORS 03/Wo ADDED OPr• REAR AC LOCAnON • STATE OF FLORIDA ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 p Fax: (407) 774-4078 SQ.FT. CALC.S L" I405 Sa FT. GARAGE 243 Sa FT. ENTRY 20 Sa FT. TOTAL �bb8 p! SW' PATIO W S0. FT. STRUCTURAL SHEET DESCRIPTION PG Sl —FOUNDATION PLAN PG SIAA —DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS ---�� PG S3.1B—DETAILS PG SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LLAB[LITY 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.R.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRrMN/DRAWN FORMS IN A THINLY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'm HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. I 1441 N. RONALD REAGAN81 LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 www.abdeslgngroup.com L AA Y: 0003326 SURDM ae LOT: ABBOTT PARK LOT #36 BLK. #8 PROJECT 04181.00 -36083 MODZU 3EKB "1405- KEYSTONE" GARAGE 8VrMG: LEFT PAGE: COVER SHEET %160 MPH EDP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h 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 WAND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND10R FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHRECTIENGINEER 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 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHTTEGUENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2 AS PER SECTION R302.5.1: 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (048 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-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-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' 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) 8. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 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 ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMIN IG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION 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. EXTERKNR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FIMSFIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 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-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. PTRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EMIWR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114" TYPE 'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I 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 ASSUWIES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-774-4078 www.abcleslgngmup.com L AA 8: 0003325 � j s z Qr a BVHDiv. Ae LOT: ABBOTT PARK LOT ##36 BLK. ##8 PROJWT#t 04181.000-36083 ucDEia 3EKB "1405-KEYSTONE" GARAGE BWD90: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C rauara- DATE: 5/12/20 BOALE: 1/4"=1'-O" BFIEET GN ErFE-1 °11°°IEEIEIEEIEEIf°='i'°'EEEIIEEEIEEEI° °PIIEEIIIEII!:° LI p C E 2, i • 1 � I For NO o ° - � a A I i o ATTIC FOYM ' I . I' 1 - a C ol:.�ar,° GMAGE mmIa 0 0 o,11ElItIIIIII° °'11111Blllllllllo i _. 0 0.14.0.. FLOOR PLAN SCALE: 1/4' • I'-C' EXTERIOR MASONRY SQ.FT. CALL. S WALL LSRG. HEIGHTS LIVING [AM SQ. FT. ® GARAGE 243 SQ FT. 8'-0' MRS. ERR1' 20 SQ FT. TOTAL 1,& 8 8Q FT. 8'z18' PATIO SO SQ FT. Cal OWNOCLAMNOWDLOU IMM NID EIPONNE RIN O MM aMIIIIII a "111610 a1M1E 101E 1lDM'HEDINO mum NDTIFE RIOTNR MIN. WINDOW 110 5 34/-45 CRITERIA EXTERIOR SWING' 18 5 33/-43 DR. MIIIL CRITERIA SGD. MIN, 41 5 31/-39 CRITERIA 16010 O}4.D. 1 112 1 5 1 281/-31.6 BASIC HIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. - 15'-1" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL HIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. clal OLON1 ome NOTE: -2-8 LOl1V. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS DETUEEN THE GARAGE AND RESIDENCE SHALL 6E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICICNESS, SOLID ORHONEYCOMD-CORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) T1410K OR 20-MMUTE FIRE -RATED DOORS. d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-774-4078 www.abdesigngroup.com AA M: 0003325 8 � z a aysDm a. LOT: ABBOTT PARK LOT #36 BLK. #8 Pno"=T# 04181.000-36083 MODELa 3EKB "1405- KEYSTONE" GA tAGE 9WING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C +/-14'-5' BLDG. HGT.� 4' RAISED BAND 6' RAISED BAND (TYP.) OPT. COACH LIGHT7� 0, C7 11T� I 0'-0' FI�_ 5'-0' BRG. HGT. -0' 0'-0' FIN. FLR, S'-0' BFra. HGT.o FRONT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A 6' LAP SIDING SHINGLE ROOF 6' RAISED BAND (TYPJ - —9` BRG. NG_ IS'X62' DECORATIVE SHUTTER 0'-0' FIN. FLR. OFF RIDGE VENT 0'-O' FIN. FLR4o_— OFF RIDGE VENT AR —A— . —SD. FT. NgFMVENiRATpXFAREAREWUED E/lRD RFWRIEDVENTINTIOH ARFA • ISD)/300 SID VEMIWT ARFAX ANCHESPERRJ-) • mm m.N. Mw.REDUREDVFNTRAT m • SX mm IN IIPPEA POREpIN DF A"C 38.165O.IN. OfidWE VENIIIATIDN ARFA 1155D.IN. PFR VEIN maspss OEALRDi VENd RWURED TOTAIpOF VE PROVRIED • 3.UpR •AREA OEATTICISTHE PEPoMIFROFTHf NDUiF, UATM WFRIwNG E RX)ROFwAUIOtXTEdORawA NU M W A N M I SINGLE LITE REAR DOOR - --9 ------- ------ REAR ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH __--_ 6'-0' Mirm W.T. 2 0' 4B io T1T. � - II 0'-0' FIN. FLR LEFT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-V BRG. W.T. 2'-0• F-1 F� I 0 0'.0• FIN. FLR ------- -----------'---'—'-----------------'-----------'---' - O--FIN. FLR RIGHT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 FM: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 e D z OURDiv ac LWO . ABBOTT PARK LOT #36 BLK. #8 PROJECT,/ 04181.000-36083 MODEu 3EKB "1405—KEYSTONE" GARAGE OWING: LEFT PAGE: ELEVATIONS EE T TE 160 MPH EXP. C iJ Big EET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 126V OUTLET 20 AMP R42E I•IOLL IkvV OUTLET IIOV OUTLET N OrOulm WRLD 70 ow"aH an IIOV OUTLET EGYS7D "Mo PALL NTEIEPIR (TAMPER PIRMANT TI M 220V OUTLET 14)WIW CONCTION o mR°P '°I°„' GROUND (w t W SWITCH SuTCN SWAY or"t 6 SUAT04 I 4-WAY OFWt )..o1 WALL M01MED LISW CEILM LIGHT © LED CAA LIGHT QVP LED VAPOR PROOF LOW @ VP VAPOR PROOF LW @ RWAMD GW eVEIN. PAN 1 CPM PM Sa IT VEO. FAIT a1'LISMT I G1F PEe So. R. V PDCT A rePEcs TwMer MKNLO AROUJD /IIEC:EaaED) 241I111OWIAR • LL (SIRFAI,E MMJ �� ��� 2. 14J)OIICSCEiT PLLIOtOOCM W 1 st d0 8 4' TRACK LW6n PANEL METER O SD. II/TOIa oETeemomWALL SuSICLs�� 1=Jslam PWUN= DETIGTOR MAW ® B/CO IMM Cas NAM alf NmEE A tm, m OF NOT NM rAIN 4-"WM WALL PEDANT LIGHT Ili NATURAL OM OurLat . TELIEW E JACK I2H F-4Tn TER EDIT�"�o w! .LE ,ATEO A2! CONDITIONING oura►ECT l lwv Me Aw ON I ON TeLEVINON JACK Nn Eao( O J•OW( TOOL SIPPORr® N ACG YP OO( MAlUgO AS SUCH PGR MAPPING, AS S pM121s ClM1N6 PMLLtlWIT To IS SIPUPP •Glereo N pO( MARKSO AS S1O14 FOR INSPECTION Anna w N itcabcow LIGHT RRP 26• INCANDESCENT LIGHT STRIP nnn® 4W SICANONSCdM LIEN, STRIP PLOW Liam om. BLla2uTr 107PAO HE P)E nowmRTOH Pm ow"m tls0 PORT • LOCATION OF TV JACKS A PHOE QUIETS 4 PANS TO ME VE10401D Is HOFEOU&M PI!-OONSTRICTICN MIETNI • ALL ■ 4 20 AMP BRA40W CIISCIATO TO 1M ARC FAULT FTEDTEC1e0 PER CLECTIVCAL) PROVO" OP � Aw4 EDIT101 (20n4 NL!G 210_ 7OLL ®ITICN. • 20 AMP DEDICATED LAU ORY CNSCUIT. • dR P ISLAND (NOT ON KITCNN CIRCUIT) • 0ISMLLAS6ER DECON E= TO M LOCKOUT N PANEL • OATNSOOI EOGNUST FAN TO WAVE PEN, CAPACITY OF N CPM INTERMITTENT PER ELECTRICAL PROVOONS OF SECTION modni t j�y,EQj�(�py • LAUNOW ROOM 1 ACLE SW41LL EE (IISOSD PAULT CBSCWT-NTERNUPTER PROTECTION FOR PERSONNEL ON PEERESS • WRNS METHOD SMALL 0E NON METALLIC CABLE PER ELECTRICAL PRDVINOTE OF MGRATN ED (20n2 • ALL WOW TO COMPLY WTH 01-11CTOWAL PROHSICNS OP THE PWCR A7N ED (2aT11 . ALL LN•Pt SHALL 00 enEeTee Sl' ria ns an Fat Nta MLST Y E)1)RhT ERNCWN7 iTPE P!R B OSIg EPRICI NCY) 20n. AUI EDITION 04" OUTLET - FOR DW WOOD WIRE - W/ OUTLET FOR FUTURE MICRO. METER FIELD VERIFY LOC. COACH LIGHT GATICN i LET Is AFF. GARAGE ' ) ELECTRICAL PLAN SCALE, 1/4' a 1'-0' I I I I I L I I l 1 LED LIGHTING @ SINGLE LAV. • BATH 02 PALL: A PANEL 42 ort breaker VOLTAGE: 120 / 240 V -lPh MAIN: 150 ASP M.L.O. FEEDER:} IIDCu THWN81-06 Cu(G)In2'C.OR3-S4AIALTMNHS1-a'4CU(G)In2-C. w" PG. Ba l .n wF2. L G wens O.selptla, w ". SO R 2 S .VcA A #iomItmrI0-A.%% 4100 1 2 4400 AICC.U.1 b , W R 2 m RIp, 12070 a 4m0 wRw )wFmr m z no no 2 m Oyr a6m I 10 ISe wrW OR m 1 n2 11 12 812 1 m p OFI So 1M 14 I= q.N,pMr OFI m 1 012 nz i m smk.)amon MOnox. wm.MCI em I6 to ,zoo m I n2 n2 1 m SrrN I= 1T 1a 16m EUI.I,N Hm4l Mkrwnr m 1 n2 04 1 16 OFnWUdblrM pAFq NI Is m I St,ell A.IIIn. m 1 n2 0I4 1 16 UJ, Rown Rs wAFGI {DI T 22 ITS•m m 1 n2 n4 1 15 o.swe ernr..mu I. 1100 m u movswrF as.0 ns *—me, 1s 1 n4 04 1 16 bm. R FrRI Rs W AFCI m26 ze No arI Fwv "A n4 16 1 n4 014 1 16 Bem. iO uM Rc wAFDI am 2T 24 Goo mould 16 1 n4 n4 1 16 aem.M n4 RslI.m RAFCI ww me Ou4mr 16 1 n4 n4 1 16 F sn48W,. AFCI m31 32 1m0 Door 15 1 n2 M. mMe ST w w w /1 42 Lwd• Nm Rt. MISS 217M Lnds m—,IMI 11,I4v cAcclNkn4) Iw. Demand Factor Cal.ul.tl.na: ABBREVIATIONS: MCI: ARC FMLTCRCR NTERRUPTEp NC: NONCONCIDENT LOAD OI: OROINDFAULTNTEpRUPTER Tom loW uel.amwmneacea 6TIDI ' RM 1 a.a. • 1m ,ISO Rom aRW �40% temp Toml A/C — LOAD CALCULATION 18 BASED ON NC NON -COINCIDENT LOAD Tptl C.nroGM IaFd W.e. MI) i.W Awna1.A / 210 volts) 11ta General LlahUm B Rene tool. LOW TOW AICSW— FM Onasl uFaR4cMw/ R. toW1sL. 1 atvow&lgmatl0 O.nw.l1 Ckb2 O.n.rA tm 6 Rac Peel a 12 367 1405 4216 55 4280 Tol.lxlffi 4 0 I 11' I I = I i _ I LED LIGHTING @ SINGLE LAV. OWNER'S BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FDCR btN EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE TWHN/THUN UNLESS NOTED OTHERWISE. POUER COMPA TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH TUNE ELECTRIC COMPANY PRIOR TO BID. rJFI�TpeI CALCULATION, ATION, LIGWTNG, APPLIANCE, LAUNDRY LOADS, 14283 VA 30M VA IS 100%, REMAINDER • 35% NET LOAD, 6,549 VA RANGE, 12~ • 10% 8,400 VA DRYER, b~ IS 10% 3500 VA TOTAL 18A49 VA NEUTRAL AMPACITY. 18A89 / 240 a 18 A 62 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 302/0 CU, TWUN 4 I% CU IN 2' CONDUIT OR 3 04/0 AL, THAW • 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT IS OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB T'ELEM-0e SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ISO AMP P/240 VOLT I PHASE MILO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT - 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE PSCR btH EDITION (2011). 5/6" DIA X 6 FT LONG COPPER CLAD GROUND ROD 1,141 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.Dom AA N: 0003325 c r M Z 0 O a i FAB ]3DM A6 LW02%BOTT PARK LOT #36 BLK. #8 PROJECT 04181.000 36083 moDEI4t 3EKB "1405—KEYSTONE" GARAGE EWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C PER rm ax PLATE F'LAh1 I c4104iw MAP PRE -FAD TRUSS v!' nuaG r COAT i/2' CLCa BOARD �A ieo ATTACHM T N. o"ImmT To MMGtRT " P.T. YD NOTE: STUD* IN COLLAS TcfiLL bLL M MI! PARTITIONS SUPPORTING AFFF cr erl,worAL em IQ' DRYWALL WALL HUNG PLUMBING e�ux "'� noo 1441 N. RONALD REAGAN BLVD FIXTURES AND WALL MIATHB[a7W LONGWOOD, FL 32750 CABINETS SHALL BE NOT MaLcoo o0jL PH: 407-774-6078 LESS THAN 2x4, WHERE sa.v,a7M PC°aeK~j FAX.407-7744078 SECURE 6T 2X4 WOOD SPACED NOT MORE e�rr.�w. TRAL%ORAGQ» www.abdeWgngroup.com PLATE ro SLAB STUDS 024' THAN 16' O.C. OR, NOT soon SAW fiD~oo JAMBE PM uv IOd MASONRY or_ LESS THAN 2x6, WHERE aPP�ovw Ino Txucx 000R TW4W TO AA r: 0003328 NAIL • A O.G. AM-N T 6.4.v, aTm SPACED NOT MORE � ro MY oymm mv moouc° MAX nto= THAN 24' O.G. ~ arPsomot c1c aLae Mla FhJ. FLR 2 GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS 1 TYP. INT. WALL NON—BRG. °`"' D1 SCALE: 11/2'.1'-0' D1 SCALE, 3/4'.I'-o' FIBERGLASS SHh.KsLES 2X4 SPF 24' O.C. MAX. OVER 030 FELT PAPER OR SECURE W/ (2)12d NAILS SYNTHETIC PRODUCT, • EA END OVER 030 FELTT PAP FIBERGLASS PAPEBER INSTALLED PER SECTION 2x BLOCKING BETWEEN TFA46ES FIBERGLASS SHINGLES y r � _ 3 FIBERGLASS SHINGLES OR 87NTHETIC RWS.LI ON J' OAS. PER STRUCTURAL DETAILS OVER �30 FELT PAPER OR OVER O90 FELT PAPER PRODUCT, INSTALLED SHEATHING OR I' CDX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION R908.I.I PLYWOOD SECURED PER INSTALLED PER SECTION PRODUCT, INSTALLED ON J' O.S.B. SHEATHING FASTENER SCHEDULE R308.1.1 ON J' asa PER SECTION IRSMSHEATHING .1 OR;' COX PLYWOOD STIFFBACK AT ALL PER STRUCTURAL DETAILS P'L SHEATHING YWOOD SECURED PER DX ON J' O.S.D. SHEATHING B/S' GYPSUM BOA SECURED PER FASTENER SCHEDULE OR 1, Cox PLYWOOD OR 1/2' HIGH I'-0 I'-m' SECURED PER STRENGTH Cl-G. FASTENER SCHEDULE TY TYP. FASTENER SCHEDULE BOARD REMRENCE MTL. DRIP EDGE Oid. PRE-ENG WD. TRU38 CA. MTL. DRIP EDGE zVATI STRUCTURAL 2x FASCIA PER PER ELEVATION ax FASCIA PER ELEVATIONS 114 ELEVATIONS SEE ENERGY CODE FORMS Fil CONT. 2x RAT RUN SECURED PER Q PRE -ft PRE- TRUSS INSULATION R-VALUES VENTED SOFFIT STRUCTURAL DETAILS REFERENCE STRUCTURAL MTL. DRIP EDGE SEE ENERGY CODE F R" FO MTL. DRIP EDGE R VENTED SOFFIT PER ELEVATION PRE-ENG• GABLE TRUSS PRE-EWA GABLE TRUSS 2x FASCIA PER TYP. 2x FASCIA PER WEEP SCREED PER ELEVATION WEEP SCREED ELEVATIONS O.H. ELEVATIONS 2x P.T. SECURED PER S/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER VENTED SOFFIT I R-4) INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT WINOOkU T AS SAPER NT PLASTERDEMED STRUCTURAL MANUFACTURES SREFERENCE E REFERENCE DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' Or- 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING B' cmmu CEMENT PLASTER APPLIED STRIPS • 24' O.C. I!1' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY I/2' THI CK, 2 GOAT Bp IWOOD CEMENT PLASTER APPLIED 1/2'GYP. WL. BD. CMU DIRECTLY TO MASONRY WOOD BABE � TER APPLIED �� DIRECTLY TO MASONRY 0'-0' FIN. FLR — 0'-0' FIN. FLR. 0'-0' FIN. FLR — 0'-0' PIN. FLR e. CMU a- . m. • .. Q. W/ a a� WINDOW OPENING TYP. WALL SECTION -u 4 W/ WINDOW OPENING _ WALL SECTION n B aTYP. NO OPENING NOTE: NO OPENING PER SECTION W51.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12 A svHDIV +m LiOT ABBOTT PARK LOT #36 BLK. #8 P3lOJECTip 04181.000-36083 MODEIt 3EKB "1405- KEYSTONE" GARAGE DYMCO: LEFT PAGE: DETAILS %160 MPH EXP. C 5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM /"611—STORY GABLE BLOCK WALL D1 SCALE, 8/4'.I'-0' IS REQUIRED. FOR ROOF SLOBS D1 SCALE, 8/4'.P-V' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, �o ASTM D 486S TYPE IV, OR ASTM D J L NO DATE: 5/12/20 EICALE: 1/4"=1'-0" 8*Em= D1 mIs 2X8 P.T. • CENTER OF DOOR FADER WCUQD W (U 112' X 8' J-DOLT UV 4' 11. EMDEDMEiT UV 2' X 2' X V8' W48FER 4 NIT OR UV (2) V2' X 8' ANOFIOR DOLTS UV 7' X Y X V8• UL4644R 4 N)T SEGIRE 2x4 ON RAT TO NA ® W MA601•IRf NAIL& 2X6 *ARAM DOOR DUCK 6DOURED Wi r8)TSV2' X 8' J-DOLT OR ANCJIOR asDOL. WV 4' MIN. E'oDDMENT, WV 2- X 2' X Vol W46NER 4 NIT. (0 WTNN 8, OF TOP. (U WTHRL 8' OP THE DTM. (!)EVENLY SPACED. m IE IE m m m NOTFA ALL ANC 4OPM 6HALL BE IN ACCORDANCE TO M~ACTUI6'R6 M6TALLATION MTRICTION6 WEI! el CU M6TNUCTION6 AM rlx7lm ATRW3@IT GARAGE DOOR BUCK ATTACHMENT UCAta.In•.r-� L-m 1, I'X4' OR I'X2' P.T. NAILER ix4 P.T. OR %'X4' MR SECURE THRU FRAME s EXTEND 1-Y4 INTO BLOCK W/ Tl(s' TAPCONS f(MK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 IW O.G. MAX SPACNG \-DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 >A TO BLACK +3 OR +5 4 A SCALE, N.T . 2X4,m SECURE TO BLOCK ILV 116' TAPCONS OR (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) UMTHIN 8' OF EACH END s 18' OZ. MAX SPACING. 2X6:m SECURE TO BLOCK WR-%' TAPCON6 MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN S' OF EACH END 4 g• Cm 18' O.C. MAX SPACNG V DRYWALL 2X8:m ❑ VX4' OR I'X2' P.T. NAILER SECURE BLOCK IlV2-2)(r'7��JAMISASING (MIN. SHANK SIZE J,' MINI. HEAD SIZE 300 ORWINDOWMIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH END s MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED )1) DOOR JAMB TO BLACK +1-1 2" inl WDMW TO BIQCK +1-1 " E, N.T 2X4m SECURE TO BLOCK UJV i(s' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IW O.G. MAX SPACING. MUST BE ON OUTSIDE s 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL TVs' TAPCONS TAPCON MR I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8, CMNJ MIN. EMBEDMENT I Y4) 'DRYWALL WITHIN 8' OF EACH END a 18' O.G. MAX SPACING. 'X4. OR MCI' P.T. NAILER 2X8 m SETAPCONCURE TO BLOCK WR i(r' f' Ob$. X 4' MIN. (MIN. SHANK 812E ."I CASING �7A=IAC, MIN. HEAD SIZE 300 JAMB OWRJDOWMM EMBEDMENT 1 YE TO 2X PER WITHIN 8' OF EACH END MANUFACTURES DETAILS. IB' O.G. MAX SPA CING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A9 / in1 DOOR ]LNDON TO BLB.OLCB+1115%181p" " SCALE) N.T.S. 2X4,m SECURE TO BLOCK W/ Il(s' TAPCONS (MIN. SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END s NOTE: STRUCTURAL 2X 18. O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK IW2-Y., NON-STRuCTURAL ifs' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHAW SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT I Yi) 8• CMN WITHIN 8' OF EACH END s )S DRYWALL O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2XBm R-' SECURE BLOCK Wi(s CASING A (MIN. SHAW SIZE .145 5 A� MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END • MANUFACTURES DETAILS. US' O.C. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR JAMB $" OLCK2z n BOK+14VT L E, IVA 2X4m SECURE TO BLOCK W/ IXs' TAPCONS (MIN. SHAW, SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END s NOTE: STRUCTURAL 2X MAX SPACING. I UST BE ON OUTSIDE s 2X6m 2X SECURED THROUGH SEGO TO BLOCK W!J-TJ(s'TAPCON NON-STRUCTURAL Ills' MR 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 • CI"Rl MIN. EMBEDMENTIY4) . DRYWALL WITHIN 8' OF EACH END s 18' O.C. MAX SPACING. a •X4' OR I'X2' P.T. NAILER 2X8�mo SEGO BLOCK W/2-Vo- (MIN. DOOR CASING SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" E SCALE: N.T . 2X4m SECURE TO BLOCK W/ IV TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END s NOTE. STRUCTURAL 2X IB' O)C. MAX SPACNG. MST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK Wn-V*' NON-STRUCTURAL 2)(r' TAPCONS(MK SHANK SIZE TAPCON MR 1-& 145 EMBEDMENT INTO BLOCK MIN. DEAD SIZE 300 MIN. EMBEDMENT I V— WITHIN 8' OF EACH END l 8' CMU IS' OZ. MAX SPACING. V DRYWALL 2X*-4= ❑ I'X4' OR VX2' P.T. NAILER SECURE TO 5LOCK WR-%' 2X SECURE TO TAPCOPWMIN. SHANK SIZE STRUCTURAL MEMBER 145 W/(2)1241 WITHIN 8' OF EACH MIN. HEAD SIZE 300 END s 6' TO 8' O.C. MAX MIN. EMBEENT 1 Y4) CASING WITHIN 8. OF EACH END s DOOR JAMS OR WINDOW 18' O.C. MAX SPACING. f=W TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED)'.') DOOR JAMB TO BLACK +3" A + " F Or -ALE, N.T.S. 2X4m SECURE TO BLOCK WN4 TAPGONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST 15E ON OUTSIDE t 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL V SECURE TO BLOCK W/1-1/4' TAF'CON MIN. I-Y4 TAPCONS(MR SHANK SIZE EMBEDMENT INTO BLOCK .WS MR HEAD SIZE 300 . cm MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 1 18' O:C, MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XSmLj SECURE TO BLOCK W/1-1/4' �' O.S$. X 4' MIN. TAF'CONS (MIN. SHANK SIZE .145 DOOR CASING MIN. H3 HEAD SIZE 00 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END s ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. MOIp Mm•1 Y Mm9mD 10'IY'm1 JYf (DO Np ocsm') DOOR JAMB TO BLACK +3-7/16 WIN M TO BLACK +3-7 16" G SCALE: N.TS. 2X4:m SECURE TO BLOCK WN4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST DE ON OUTSIDE s 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL V&'TAPTAP'CON MIN. I Y4 (MIN. S (MR SWANK 812E .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CMJ WITHIN 8' OF EACH END s )S DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8so SECURE TO 15LOOK W/1-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 340 MIN. EMBEDMENT I Y4) DOOR JAMS OR WINDOW WITHIN 8' OF EACH END • TTAC 4 TO 2X PER 18' OJ:. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 V H w To LAC +3 4" N.T.S. li N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-1744078 www.abdesigngroup.com AA N: 0003326 y 3 aTJsnsv Jb LOT: ABBOTT PARK LOT #36 BLK. #8 PROJECT 04181.7 36083 MODELLe 3EKB "1405- KEYSTONE" GARAGE 8WMG: LEFT PAGE: DETAILS 160 MPH EXP. C OLPCLD MYIIO.M.A "'IL4 PI. A R. MASS . Pr. E 1 CIEAEE . RR. C OLfQ.D NIYO . R. A v. CREASE . PT. s • ® LlCLD NYYC.R.A a. CREASE crumm l paRR. C OVL. P1. a TEL RR. C TCumm aonm FL~ 11 0 Port" "'N01 WTER TtlMT SEAL F". oQ ?MGM. p NCK COAT M MT mmum flp x w f CMT CEraa PLASTER( raw um LASER 7, rowrplom DURZI O PAPER awou CTLT1 Tm AT aOTTa1 O �! 1 Q KICKOUT DETAIL WATER TREwr NAL fRrRo a. EgD/toC Wer an WOOD SHEATHING OR CMU WRE, LAYER 0, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 # TAPE OVER ROOFAUALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECIC, NOT WALL SHEATHING) CAP SHINGLE DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS ON.T.S." FLASHING LEGEND DRAINAGE PLANE (WR5 LAYER'PI, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER------- - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PM: 407-774,6078 FAX 407-7744078 www.abdeSlgngroup.00m AA #: 0003325 q Na raiq II 6 ounDIR as LOTn ABBOTT PARK LOT #36 BLK. #8 041� 81 0t 608 MODM, 3EKB "1405- KEYSTONE" GARAGM a VnM: LEFT PAGIQ: WALL ASSEMBLY DETAILS 160 JkPH EXP C In DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MA1JlF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO WOOD 814EATHMG WRB LAYER 01, STUCCO WRAP WRS LAYER 4, FORTIFIDER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • I' OL. MAX icy � WALL W WIDE STRIP SELF ADHESIVE FLASHM6. CLEAN MASONRY BEFORE APPLYING V FINIew • MASONRY • r- - - - � � HORIZONTAL SCREED FRAME TO BLOCK) %A1VENT PENETRATION SCALES MTS. # =AA I V I�C(4C1 VC STUCCOSCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD y\ VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS FSOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSEGTIC WRB LAYER ' STUCCO WRAF CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEURAP STEP #3 STEP 0'2 WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING `WRB LAYER v2, FORTIFIBER BUILDING PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP No @)ELECTRICAL RECEPTACLE L441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdesigngroup.00m AA A: 0003325 L4 Y O Rim sysDly OR LOT: ABBOTT PARK LOT #36 BLK.�#8 0 1 mwT,r 6083 1�D>oLe 3EKB 1405- KEYSTONE" LEFT PAOs: WALL ASSEMBLY DETAILS 160 WH EXP. C k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING * l' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — 1441N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774.4078 www.abdosigngroup.com AA k: 0003325 o � 6 o evmniv a� mars ABBOTT PARK LOT #36 BLK. #8 racism# 041 .000-36083 lcoaRMe 3EKB "1405- KEYSTONE" LEFT PALM: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK DRIP EDGE I\ 1/9' TEXTURED FINISH a WOOD 1/2' TEXTURED FINISH B CMU I METAL FASCIA WRAP Xs' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) `�� NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ®PLAN � 'VS' TEXTURED FMIBH • WOOD, 1/2' TEXTURED FINISH • Cm METAL LATH METAL FASCIA WRAP LIO SHEATHING opt cm UM LAYER h, STUCCO WRAP (FRAME ONLY) WRB LAYER 82, FORTIRIBER BUILDING PAPER (FRAME ONLY) 2X6 SUB BAND ROOFING CEMENT DRIP EDGE /� © FL AN 5 METAL KICK OUT fI ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK(BEYOND) DRIP EDGE, I'OFF WALL NOT INTO STUCCO) TEXTURED FINISHWOOD, 1/2' TEXTURED FINISH ® CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL, SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND WA'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x � x x x x x// SUB BAND DETAIL ® WALL 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. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-7744078 www.nbdeslgngroup.00m AA #: 0003325 J ;agdtle sulwiv. as Low ABBOTT PARK LOT #36 BLK. #8 PnOAWT# 041 .000- 6083 MODEM. 3EKB "1405- KEYSTONE" GARAGs NVMO: LEFT PAOM WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C j�C-ALI- 5/12/20 " AT.�: 1/4 . mmum= WA6 (1) #5 REBAR VERTICALLY W/ CONC. POUR CELL R+1.2 INSULATION TEXTURED FINISH 8" CMU `1l2" GYP. WL. BD. WOOD BASE 'L•. - #4 REBAR @ 24" O.0 I a w ii i• � 4" CONC., REINF. W/ 6"X6" X ° WIAXW1.4 WWM ON 6-MIL POLY W — ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL. TERMITE TREATMENT SHALL BE OZ , 4 MAX. SLOPE J - j BORA-CARE. (1) #5 REBAR CONTINUOUS W #5 REBAR ON CHAIRS W/ 3" MIN, COVER " e _ �iy7—� 1 (SEE PLAN FOR OTY. -1 OR 2 STORY FOOTING) O 2,000 Psf VIRGIN SOIL OR 95% n� 3 d5 4' 6' 6' COMPACTED SOIL L=LZ �iu PER PLAN O> EXTENDED MONO FOOTING W/ BLOCK WALL 1 SCALE: 1/2"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. POUR CELL I TEXTURED FINISH fill CMU i IL H� �I 'L•. U I #4 REBAR @ 24" O.0 Lu IWy 4" CONIC., REINF. W/ 6"X6" WIAXW1.4 WWM ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL. F - _ TERMITE TREATMENT SHALL BE O MAX. SLOPE _I j BORA-CARE. • e.�,, ea (1)#5 REBAR CONTINUOUS I— #5 REBAR ON CHAIRS W/ 3" MIN. COVER (SEE PLAN G FOR QTY. -1 OR 2 STORY FOOTINO �n 2,000 psf VIRGIN SOIL OR 95% ? d5 4- 6' 6' W COMPACTED SOIL L PER PLAN Q> EXTENDED MONO FOOTING W/ BLOCK WALL A GARAGE SCALE: 1/2"=V-0" 29'-0" Tom" 10'-0' 11'4" Ir F TE-1 2,-0" X-6" 4" CONC. SLAB 4" CONC. 0 m I SLAB I io W I~ *-31Y,L N I-I ii� n 0 T�Op pF SLAB — 3 — — — — — EXTEND— — 1 1 SLAB 1 1/2" I ILL 4. PVC CHASE D Y SLAB 19-11" ' 10'-1" I I I I I � � I I � i I TE-1 _ ml EXTE SLABrD 1/2"IBOLLARD 42'4" m AS REQ. PER IBLDG.CODE 4"CONC SLABEXTENDSLAB NFMI12XIe 1 1/2"2 FM-12X18 J • Ii 6'-s" mI 5'-r +-71/2 LLI r_ FMC-12X18 FMC-12X18 FM-12X18 4 4 1'-8" 8'-0" 1'•8" 11'4" 4'-0" 13'-8" 29'-0" FOUNDATION PLAN FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. 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. 11.0INDICATED #5 BAR, MINDICATES #6 BARANDICATES #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. 530-131ASCE 5-13, USING: Pm = 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 3'-W O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1..1.4 OVER GENERAL 3 1/2" 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 I LONG FM-12x18 12" CONTINUOUS 18" - (2) #5's - Ho'-0" FMC-12x1B 12" CONTINUOUS 1&, - e 951N CURB VARIES FM-12X12 J2" CONTINUOUS 12" 2 #5's TEA 8" SEE PLAN V' (1) #5's TE-2 12" SEE PLAN 8" (2) #Ss 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-774-6079 FAK 407-774.4078 www.abdoslgngroup.com AA #: 0003325 i D lip 4 aysD:v. T ABBOTT PARK LOT #368BLK. # PROJECT# 04181.000-36083 MODEL: 3EKB "1405- KEYSTONE" GARAGE a11IMO: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C a 0ATE: rio ra6 /20 aCALE: 1/4"=1'-0" aHEET si IF 30" MIN. EACH WAY MONOLITHIC FOOTING Z. }} STEEL REINFORCING IN GROUTED `^ STEEL REINFORCING IN GROUTED — - Q5 CELL SEE PLAN FOR SIZE AND 0 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS c ° F s a. SPACING REQUIREMENTS w U w le GARAGE DOOR RECESS to K y Z 8" CMU WALL O 8" CMU WALL _ CORNER BARS, SAME SIZE AS BAR w LU 6B' O � o Z tO I ;'� j IN FOUNDATION WITH 30" LEG EACH "'111 w = +- U ' «- 0'-0• ..O WAY AT ALL CHANGES IN DIRECTIONS �� y y—,~ TOP OF SLAB TOP OF SLAB SO THAT THE STEEL REINF, IS CONTINUOUS ,. - — �—' '-'^•"--! • • MATCH AMOUNT OF CONTINUOUS BARS I (. CURB FOR < ° EXT. PORCH SLAB W/ il2" ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1 STORY) 78 EXT.4" _L-ILl�.�_ SEE SLAB SCHEDULE TOP OF GARAGE CHAMFER (1STORY) ° 7 LL I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE v�WHIEN MASONRY UNITS SET �+ AT ELEV: JOINT (WHERE - • • 8' CHAMFER (2-STORY) #4 24' W12"OISOLAT ON L 6" CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE #6 30" JOIM (WHERE: APPLICABLE) i .� • EE SCHEDULE °, ONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE #6 36" FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY #T 42" AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO _EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SDALE:34"=''-0" CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 314"=1'-0" LAP TOP PLATE A MIN. OF 48" --�-� LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 1 COMMON AND NAIL W/ COMMON NAILS, 2-ROWS,,4" O!C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN p a I 2x4 OR 24 WOOD BEARING PROVIDE BLOCKING WALL WI SYP 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 5 NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE 8T. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 2" CAPPED O a SECURED W/ 2-PART SPACING. SINGLE BTM. PLATE BTM. PLATE TO BE PT. GALVANIZED PIPE W/FLANGE @ BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO .° 8", UNO -+ PLATE EPDXY 5-1Y2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY ¢ O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX NAIL 16" O/C STAGGERED. = w SPECIFICATIONS FOR ADDITIONAL METAL ion _ I USE AND F- m PREPARATION OF BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT REQUIRED WHEN NO SECURE FLANGE TO C0 v HOLE, COMMON NAILS FILL ALL N /n UPLIFT IS PRESENT. SLAB W/(4) 1/4" X 2 1/4" w w HOLES, DO NOT USE 10d w w TAPCONS -J } x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE Q" TOP OF SLAB TOP OF SLAB ° 4" CHAMFER(1STORY) «; 6" CHAMFER (2-STORY) , °.� _° - �_ .�-� . _.4410 a EQ. EQ. SEE SCHEDULE EQ. EQ._---SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 5 scALE:3<"=1'-0" MONOLITHIC FOUNDATION 7 INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 8 SCALE: 3f4"=1,�„ (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W110d MASONRY NAIL 0 16" O/C STAGGERED. ADDITIONAL METAL U CONNECTORS NOT REQUIRED WHEN CL C T. UPLIFT IS PRESENT. O 8"CMU WALL POURED LINTEL CONT. (TYP.) POURED 8" CELL (TYP.) • I, ,: TOP .15 LAO SEE SLAB SCHEDULE 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" --0' Z SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO TOP OF SLAB .'a• Z o GROUTED CELL, 4" FROM ENDS AND •°� 'ISOLATED' COLUMN PAD 16" O.C. VERTICALLY MAX •' • ° • CENTERED UNDER WALL AND .a* m �� POURED MONOLITHICALLY WITH - - FOUNDATION AND SLAB I '-SEE SCHEDULE 5 SEE SCHEDULE V FOR WxD, BAR SIZE / FOR WxD, BAR SIZE -5� AND BAR QUANTITY ✓ AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIGWALL TO FOUNDATION WOOD WALL (D��ILNITE�RIOR FOOTING AND COL. PAD BLOCK WALL CONNECTION 3/4"=1'0 NO UPLIFT ( ) 0 SCALE: 3/4"=1'-T SCALE: 3/4"=l'-0" i44i N. RONALD REAGAN St LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-774 4078 W W W.abdesigngroup.eom L AA N: 0003325 sa O 4 g � � [ 8t7I0DM 4k LO N ABBOTT PARK LOT #36 BLK. #8 P1tOJECT 04 81.000-36083 HODELa 3EKB "1405- KEYSTONE" GARAGE ffTnN0: LEFT PAGE: DETAILS 160 MPH EXP. C 27'-8" 1441 N. RONALD REAGAN BLVD 23'-10" LONGWOOD, FL 32760 18'-2" PH: 407-774 ;078 FAX 407-7744078 14'-6" www.abdesipgroup.com 8'-10" AA 0: 0003326 vell N Nion 4 a 4 4 v a N N 0 4 <V `v Y F- L=====" DOWEL PLAN SCALE: 114" =1'-0" ILA LIL— 4'_10" r evsaiV. !e LOT. ABBOTT PARK LOT #36 BLK. #8 PROJEC 04181.00T -36083 •coaErA 3EKB "1405-KEYSTONE" owRwaE sauna: LEFT PACE: DOWEL PLAN 160 M EXP. C TIE VERTICAL RE8AR TO HORIZONTAL REBAR W/ .. HOOK GROUTED BOND BEAM VARIES PER ELE' Z � i a• fV • I aQ 5 a O CLEAN OUT REQUIRED Q FOR INSPECTION m ­J III0'- FIN. FLR. ,P •a a TIE ERTICAL REBAR • a - TO HORIZONTAL • REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. ���iiII��'' Z W #3 18" #4 24" m U #5 30" #6 36" #7 42' HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z oa U �a O U to o' ^ -0. TOP OF SLAB E TOP OF SLAB SEE SLAB SCHEDULE SLAB SCHEDULE Z w BAR SIZE 48 BAR DIA. - c 4" CHAMFER (1Sk3 18" TORY) 4 ! .• n 6" CHAMFER (2-STORK • #4 24" < •� Z MATCH STEEL #5 30" REINFORCEMENT PER SCHEDULE #8 36 k7 42" 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE (_,_'�THRU FOOTING SCALE: 3/4"=IW' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL #5 BARS E3;I CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdosigngrouo.com AA N: 0003325 Q�Q 2 4 i 5 Ilpm tMDIV. ae IAT:BBOTT PARK LOT #36 BLK. #8 OJECT* 04181.000-36083 HODEIA 3EKB "1405— KEYSTONE" GARAGE 81111WG: LEFT PAGE: DETAILS %160 W 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) 1Od x 1 1IT HOG 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 (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, .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. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH I 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 f. (0) WXH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x8 (1)#S WA GROUTED SOLID L L a 8F16-lT/OM/OB 8F16- 8F16-1TI0M/0B @ 4-6" 1T/0M/0B 4'-0" 4'-6" � � 1 'a 6 � k� LINO, PROVIDE B61 WHERE 0 ROOF TRUSSES BEAR, TOP 1 OF WALL EL 8'-0", UNO. i � x � 9 � 1 3 1 ) ¥ 6 E L � L S E k � 6 � L ( � L �e m < F m 4 s s z � L — — — — — Jgj S 1 L @ A 1 d F s i 8F8-1T/OMOB 8F16-lT/0M/0B 4-V 8 er 8F20-1T/OWOB 1T4" 1 LIFT BEAM PLAN SCALE: 1/4" = l'-V 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdoeigngroup.com L AA M: 0003325 4 � V 8unDrv. eo LOT ABBOTT PARK LOT #36 BLK. #S PROJECT# 04181.000-36083 MODElz 3EKB "1405—KEYSTONE" GARAGE 8MING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 W EXP. C PRINT 5/12/20 DATE: SCALE: 1/4"=r-0" 811MET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR gliza 1. PLACE LINTEL ACROSS TOP OF OPENING. TYR 61xv, BOND BEAM iK5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8„ HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST i#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM •,. ' COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. a. , # OF #5'S, IN BOND BEAM COURSE ��_16-1T/l / B �a\N4�� NEMt N L— # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/I M/0B INDICATES A DOUBLE BOND BEAM # OF #SS, BOTTOM AND XFxX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- IT11WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST.31i4" WINDOW i SILL � a SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=V-0" 8x16 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM' EACH COURSE 8X8 BOND BEAM TOP OF W/ (1) #5 BAR .y BOND BEAM GROUT SOLID FROM T P LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRECAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -2" BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=1'-0" LINTEL, W/O STEEL(L') REFER TO PLAN FOR LOCATIONS rno . 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-774.4078 www.abdosigngroup.com L AA #: 0003325 A It C � i 'mill IN R1E40 i at78aiv ae LOT ABBOTT PARK LOT #36 BLK. #8 PROJECT 04181.000 36083 "oaErr 3EKB "1405-KEYSTONE" GARAGE STIMG: LEFT PAGE: DETAILS 160 MPH EXP. C J L %, APf NO 93M A DAT30: 5/12/20 away SCALA: 1/4"=1'-0" SKEET S2.1A 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 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER -, SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG01 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"). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 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 P8836, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. T-0" 3'-U' I I I fµl I I I 2X4X4' SECURE TO TRUSS W/ 6"-8" O.C. MAN 2X4 SECURE TO 2X4 BLK W._ SECURE TO BLK W/ META-16 2'-0" EXTENSION Sr4-\&-SERVICE DR. CALE: N.T.S. FRAMING PLAN SCALE: 114" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-774.4078 www.abdosigngroup.com AA N: 0003325 Q� Z po 8tmDIV. a LOT: ABBOTT PARK LOT #36 BLK. #8 PROJECT# 04181.000-36083 MODW.0 3EKB "1405-KEYSTONE" GARAGE S> D90: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C AR Asi37 DATA 5/12/20 SCALE: 1/4"=1'-0" eHEET s3 A-(t) SIMPSON HETA16 TRUSS ANCHOR WITH— PLYWOOD SHEATHING, SEE (9) 1 Od x 1 }" NAILS TO TRUSSkAND # 1100 UPLIFT SIMPSON — B-(2) SIMPSON HETAI6 TRUSS ANCHOR WIT"ROOFMALL/FLOOR HTSM20 W/10 10d TO ^' SHEATHING (12)16d x 1 } NAILS TO TRUSSFASTENER TRUSS AND (4)1l4" x 2 1/4" SCHEDULE" DEL STRAP, 1 EACH SIDE WRAPS UP AND TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITNOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) (16) 10d x 3 J" NAILS TO GIRDER AND6", 8" x 4'-0" MAY BE ADDED EDONSIMPSON INSTALLED ON (2) SIMPSON HETA16 TRUSS ANCHORSW/ 10d NAILS, 2 ROWS, 3' OPPOSITE OPPOSITE FACES OF WITH (12)16d x 3 J" NAILS TO GIRDERO/C TO FACILITATE ONE BLOCK WALL WNO 10d TO ADDITIONAL PLY MAX. TO 1/4 ix2, 2x WOOD FASCIAACCOMMODATE TRUSS TIRTEN 2 ANCHORS TO SEE ARCHITECTURALANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED WI (3)16d GALV: COMMON NAILS, WOOD 1x2 SECURED W/ 10d 24" O/C, GALV. COMMON NAILS DRAWINGS 12" O/C AL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (i PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S1ATYPICAL TRUSS/ SS16 1C GIRDER CONNECTOR(S) B AL OUTER 113 ( SPAN ONLY NOTCH DEPTH 1/4'D O HOLE EDGE 15/8" HOLE DIAMETER 2/5'D SGL. STUD PLATE STUD NOTCHING AND BORING LIMITS 0 PRE-ENG TRUSS CONTINUOUS BOND BEAM �-- TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d Q EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) N-0" O.C. (AT SHEATHING 0'-0" TO 30'-W (1) "X" BRACE SEAMS) NY-1" TO 69-0 (3)'%- BRACE SECURE 2.8 PT. PLATE (1)'X" BRACE @ CENTER TO BLK W/ 1l2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH 9R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH OC SEE ARCHITECTURAL MIN. MBEDEPO� MAX. ixd DIAGONAL PRE -ENO GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD BRACING, SEE STIFFBACK (AS PER P.T. PLATE W/ 12d's 8" O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ U a MAY NOT BE (2) 10d's @ EACH TRUSS N a REQUIRED TO BE INSTALLED 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 64. O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF COMMON NAILS AT EACH CHORD SECURED W1 (2) 10d DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. 6 CHORD BRACING PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" SCALE: 314"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES LE EDGE >5/8" 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, Fi, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. HOLE DIAMETER < 3/5•0 DBL. STUD 11 ALTERNATE MATERIALS SCALE: 3/4"-V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 Qm q �SIM y q 'BUBD:v. ag L0711 ABBOTT PARK LOT #36 BLK. #8 3EKB "1405— KEYSTONE" 3AMAGIC 8WING: LEFT DETAILS 1 DCAXA: 1/4"=1'-0" 1 S3.1A (2) 2X4 No.2 SYP DIAG. BRACE WI (3) 12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 39-1- TO 60'-0 (3) "X" BRACE (1) X' BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x SUB -BAND PRE-ENG GABLE TRUSS — STIFFBACKATALL —. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) - 2x6 OUTLOOKER 0 24" O.C. SECURED Wl SIMPSON H10A PLYWOOD SHEATHING, SEE "ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED WI(3) 16d ENGINEERED WOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES @ 24" O/C, tx2 SECURED WI 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT\R.N 12" OIC AND APPROVAL SECURED Wl (2)12d's MASONRY BOND BEAM EACH TRUSS SEESCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED 1 W/HIP RETURN SCALE:34"=r-0^ �� VALLEY TRUSS CONNECTION 1 G .1.1 a-. Ts i"I N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdosigngroup.com AA A: 0003325 A Y Q F C i i Q aUDDIV ae LOT: ABBOTT PARK LOT #36 BLK. #8 PROJECT* 04181.000-3 083 MODULA 3EKB "1405-KEYSTONE" GARAGE awsNG: LEFT PAGE: DETAILS %160 WH E . DATE: 5/12/20 aCA=: 1/4"=1'-0" aHEET s3.1B 1 4r q GABLE -END %��� HIPPooF -TF ROOF WIND DESIGN PRESSURES NET (GROSS) A-E 1 ZONE 1 =19.13 P81` (29.13) ZONE 2 = 35.78 PSF (45.78) ZONE 3 = 59.80 PSF (69.80) "A"= TO" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:"C" RISK CATAGORY: R APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAE4IRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR ill" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. US COX EXT. PLYWOOD, WITH Sd 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 SO GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA SHANK TENSILE STR. SHANK Bd RING SHANK, 21/2" 0.120" 170,000 WNU- (1620 RINGS SCREW SHANK PER INCH) Bd SCREW SHANK 21/2" 0,120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM Fl664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 112" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP S 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 .. J Z . LL 0 z 2 2 y z . Z GDo J Z � z0 U' UJ Qga S U z� Of m J 2 n Nu 3 o W Q �d g O LU p W OL TOP CORD BLOCKING AT N O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO. RAFTER OR TRUSS-� ROOF SHEATHING -� .--_-I mmmm e a ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS tg 6" O.C. IN FIELD Bd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2112" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.S.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBOR 2017, BIH EDITION All 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 ALSO 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. 00 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 DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. e; �� ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 p9f 20 pef TOP CHORD-IgM100f .went 10 D of BTM CHORD-noncom-t DEAD LOAD DEAD LOAD 15 pef TOP CHORD 20 Psf TOP CHORD (7 pef w/ ASPHALT SHINGLES) (10 PIT w/ No GYPCRETE) 10 pef BTM CHORD 5 PM BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I OPef BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 pA WIND: DEAD LOAD SPEED-100 MPH 3-SECOND GUST (ASCE 1-10 (FBC R2017) EXPOSURE C, RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: IOpef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: BOW ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30psf, STAIRS: 4Gpef 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 SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 par, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM CM MAXIMUM AGGREGATE SIZE SHALL BE 3W. PROVIDE6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES 5 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVDE64AB.CONTIN000S POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLAS84NGROUND NNERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER, FD = 1100 PSI AND A MODULUS OF DRAWINGS SEAMS LAPPED 61NCHES AND SEALED WITH AOF"IVETAPE. 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 0.26 POF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORWWORK: 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 PCP 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, 68t 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 d2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, REINFORCING IN STEEL: RESAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N 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: 64 BAR - 25" A6 BAR - 36" C5 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. 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 'TPIfWrCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A%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. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 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 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS B 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: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 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 C-90, GRADE fn1 = 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 WS" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL 0 RT HAL E PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALT. RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kM FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B. TYPE E OR S. Fy - 35 kM. TUBE AND PIPE 2,SOD PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED PAX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP 8FNLL NOT EXCEED 5°N-PRKIRTO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3J1 AND ASTM C44 OR MEASURING, MANG, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BETWESTAMPED WHEN CONCRETE IS SATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED W ITS FINAL POSITION SHALL NOT EXCEED 9D MINUTES. IF FOR ANY REASON THERE ISA 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 3'FDR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1.1/2' FOR ##AND SMALLER Y FOR IR AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND J0I8TS 1-IfT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FA TENER APPLICATKBI 913E TYPE VA- REMARKS A-1-ION SITE TYPE SPACING REMMK9 tY3PTFURPoNGTO MA90NRVICgIC. CASEHARDENED WR NAIL 112LON0 - GARAGE WORBUCI( TO MA90NRY/CONC. 1/1'Dw. NO WASHER TAPCON M4g0Ngy FASTENER 112 EMBED. 4'END p6T., 1141 EDIET. SGO, AL. M 000R9 CASE HARDENED COIL POIC WINOOWMWONFASTENED GARAGE DOOR BUCK 12o-1 E%PAN910N BOLT 3d"OTC 4'11-.4'EN -., 1vP.9EE NDTEil NAIL I III LONG. STAGGERED INTO MASONRYICONC. TO MASONRYIWNC, WASHER YEDGE DIST. w.-BJGI( cA9E HARDENED WIL rac WINDowmoowvASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING 1a PT, SEE NOTES NML 112 LONG, srACGERED INTO MAsaamWNc. MAsaNnYlcagc. REQUIREMENTS EKT.SWWG DOOR (3)Y18'DIA. TNICOM 112 EMBED,YE10. NONBEAPoND WOW 12• FxPAN3KIN 4"EMBED. 4''No WC1(LT, 9EE NOTE S NO WASHER FM­19.0� D*T, 112 EDGE GIST. WALL TO CONC. SLAB W/WASHER BOLT DIST..SEDGE DIET. 3a PTwWOO w" 0.138•PAFi31,ff YOK: FEND. 019T., 112 PTTO STEEL COL, BEE WI WASHER STAGGERED EWE DIET. NOTE e NOTES 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE COORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 6. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND -� 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup•com AA B: 0003325 r7 � Q P y� Z y3y Z a 44 AIM O IN aUDDlR 89 LOT: ABBOTT PARK LOT #36 BLK. #8 PROJZCT* 04181.0 0-36083 >1RODEI: 3EKB "1405- KEYSTONE" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. r