Loading...
HomeMy WebLinkAbout8004 Broad Pointe DrL7 99 99 1828-4EBB-CAL1 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax. (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILIIV CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE 17 00 CITY OF ZEPHY I LS PLAN EXAMINE • 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 . ► SIMMM Con. L STH IMIT01 (2M7) •ALL LOCAL AND STATE CODES -OCCUPANCY — RESIDENTUy GROUP R3 -CONSTRUCTION TYPE — VB :MIN.INTERIOR FINISH — CLASS B WIND SPEED — Vult=100 MPH Vasa=124 MPH :EVOSURE _ C •I_STORY �� •2—STORY RESIDENCE — W. }[BIGHT A3 PER LOCAL STATE CODES ASV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER AMB AMPERAGE M.MINIMUM BD CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLC CLEAR N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON NOT TO C CONC. CONCRETE PL PROPERTY LINE CMM CPT. CARPET P.B. PUSHBUTTON .T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DEL. DOUBLE PLYWD. PLYWOOD D.C. DUAL GLAZED PR PAIR DL' DIAMETER P.T. PRESSURE DIM. DIMENSION R. RISERAND DISP. DISPOSAL PAD. RADIUS DEEP RA.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATORPG D.S. DOWNSPOUT RM. ROOMREVISED DTL. DETAIL RO. ROUGH OPENING D.W. DISHWASHER S.c. SOLID COREEXTDR EA. EACH S.D. SMOKE DETECTOR ELEv. BLEVAT7ON S.N. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SEWS. SHOWER F.G./FX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL.GL. SLIDINGGLASS FLR FLOOR STD. STANDARD FLUOR. FLUORESCENT Sws SHEARWALL FIG. FFOOTCIIG�OR SECTION TEMP. TEMPEREDGL.ASS GA GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOPTop OF PT °'FL INTERRUPTER TCB2CUIT TOP. FT.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF NDR. HEADER W. WASHER n SU R"T INSULATION wo. WITH INT. INTERIOR WAATE HEATER W.I. WROUGHT IRON DATE DESCRIPTION ` CD'81881E0 ARCHITECTURAL SHEET DESCRIPTION VOI16 Wn RIC UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG M1-MECHANICAL PLAN PG Dl—DETAILS D2-DETAILS PG D3-PRODUCT APPROVAL 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 0UI6A8 COS RE- ISSIED 074IA8 SOM ELEVATM ADDED 0346/16 CD'8RE•IB&ED 04/" FOOTING Cpg�. p ADDED OIRCLMFOOTERATGARAGE DUA�L(FORT M'ER8) PLANnAPttENANCE L620111 REVISED LINTEL 50 AT FRONT ENTRY DOORDP. STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WLL BATSON (MELBJ CALC. S NVAC CIS ON g(�CALC SC�D�(�g�SQ.FT. ADDED'EXTERIORMONO DEEP FOOTEWDETAIL DBI.IA(ORL) LIVING I,020 SQ. FT GARAGE 430 Sta PT. ENTRY �° SO �' LANAI $$ BQ FT. TOTAL 2,362 SQ, FT. 06am ADDED LED LWM • IOTCNEN s BATN PER mAw ENDUES 010" ADDED STOLE OPTION ELEVATION C 1 D (TAIVA) �� ELEVATNON ti' BIDING•AD= LOUVER • GALE ROOF �� ADDED OPT.a�-0' CEILS((s NEK+FiTB 01ADV10 REPLACE USP CONNECTORS UMTH WIF6 N CONNECTORb VWM �q� ENG4VENT RADON PLAN DP1EN610N8 "MO OPT.B'-O CLG Wit- LED LKN1 IN FOYER OPT E''-0' Q.G. NWT. ELEVATION 'C'- REVISED NEIGI(T OF ARCNUNT STRUCTURAL SHEET # DESCRIPTION PG Si —FOUNDATION PLAN PG S1.1A—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3-FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABDITY FOR 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. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRTTTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFIb HAVE UUNCLGENERATED FOR EAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-W78 FAK 407-774-4078 www.®bdesigngroup.com L AA B: 0003325 8 a a I atneDIV. A. LOT ABBOTT PARK LOT #7 BLK #8 PROJECT# 04181.000-07081 UODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C ROLM A ABOUCHACRA L AR NO OUM J nitiNT w06/10/20 8CALM: 1/4"=1'—O" 810c= C1 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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 CLEAN 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 ARCHITECT/ENGINEER 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 ARCHITECTIENGINEER. 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 1318INCHES 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 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 (0.48 MM) SHEET STEEL V 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 5l8 -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'/TINCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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." 71MBER 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. 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 ROORWALUFLOOR 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. PLRMNN4G 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. 1. 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. EXTERIOR WALL COVER1I08 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 FINNIM 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, 1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE NTH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & 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. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR 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 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 AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 t BvaDIN. tti IAT ABBOTT PARK LOT #7 BLK #8 PROJECT 04181.006 07081 MODELa 4EBB "1828-CALI" GARAGE 811MG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C DmmT A 1'E: 06/10/20 SCALE: 1/4"=1'-0" SKEET GN 35'-A' ol!o l o all/Ullo � 0l1////1'//Moll//1//////ia o'p//IL I o • 11 i An 0 m a 1 ` J' 0 o ail* � 11 II i o M © 1 M,IJ 1' Jam_ 1i mcl ■ 11 t V1' I I - m .,ra Rom■�� o ISOLLARD M m i ��'� ■CODE PER 15LM mm . ,1MAGE W-0 CIA 0 FOR 11'11, I olo�olo M o ■o FLOOR PLAN SCALE, 1/4' " I'-0' -*I SQ.FT. CALC. S LIVINGS 1,828 Ga FT. GARAGE 430 80. FT. ENTRY IS ea FT. LANAI SO ea FT. TOTAL 2_62 Sa FT. BA9rtEN' �E83D�OIO d��8 OPB/IOB Smm ME 111M11"Dow RHINI® NOT" FWAtE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR OWING IS 5 33/-43 DR. MIN. CRITERIA S,G.D. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 S 282/-315 BASIC HIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STJED.. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUC MANUFACTURER. DATE l` TOP PLATE 0 �n BAR DETAIL A SCALE, 1/2'■1' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENLI M AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS METWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN TNIC10E83, SOLID OR HONEYCOMD-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MOM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441. N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407-7744078 FAX: 407-7744078 www.abdoWgngroup.com AAM: 0003328 ^ F $ a E 6 b aTJBaIv ae LOT ABBOTT PARK LOT #7 BLK #8 PROJECT# 04181.000-07081 MODEIA 4EBB "1828—CALI" GAZIAGE Z17RNG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C ROLANa A. ABOUCHXCRA L AR NO 93M DATZc: 06/10/20 BCALX: 1/4"=1'-0" BHEET Al - _ - - _..�mmNmnmm�.,. ���%Jim oil p ip i 1 l i q FRONT ELEVATION SCALE= 1/4 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FCCR R103A OFF RIDGE VENT b I i 0'-O' FIN. OFF RIDGE ® T AREAOFATTIC 2364 SQ FT. NETFREEVENTRATION AREA REQUIRE = 2/300 REQUIRE VENTILATION AREA 2364 /300 = 7.88 VENTILATION AREAX SO, INCHES PERFT.(144) 113472 SQ IN. A6N, REQUIREDVENTILATION = .SX 1134.72 IN UPPER PORTION OF ATTIC 567.36 SEL IN. OFF RIDGE VENTILATION AREA 115 SO, IN. PER VENT 567.36 /115 TOTAL 80F VENTS REQUIRED C93357 TOTAL 0 OF VENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERINTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL. NO OVETHANOS INCLUDE 8'-V BR3. HGT. Will I N ME In LEplolil I IiEl OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . I'-C' TEXTURED FINISH - 0' -m,'� �o �o --------- ------ ------ -------------------------- --- OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT t0 S b 0'-O' FIN. FLRI$'------ ---------------------- - - - - - - - - - - - - - - - - - - - - - - - - - ---- RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH MA / 2' I'-0' I j I. I I� 7r ' DECO. DTL. A SCALE.1/2.1'-0' 1'-O' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774.4078 www,abdosigngroup.com _ -AA 0: 0003326 .--- J b CI oil B tMDIV. ae LOT: ABBOTT PARK LOT #7 BLK #8 PROJECT# 04181.000-07081 MODEL: 4EBB "1828-CALI" GARAGE SWMG: RIGHT PAGE: ELEVATION „DN 160 MPH EXP. C RMT DATIM 06/10/20 SCALE 1/4"=1'-0" SHEET A2 D ELECTRICAL LEGEND SYMEIOL DEFINITION NOTES --e GDV OUTLET 20 AMP aNdLEPOLE IIOV OUTLET W OUTLET V2 OF OU/LR up= TO SKITON 4OPI IIOV OUTLET SaMW AIRRD PAUL P mIrER(TA41•Ea IasUTAO TyriffI 2=6V OUTLET (4) YER COIfROTION IuIIA OflXXT 7EIaAoa• CUTLETMITI, SPERM 7 SWITCH GUATC4 3-WAY OFER �4 SUATCM 4-UUY OPER I-0 � UULaLLSrr mowr�D CEILING LIGHT © LED CL9b LIGMT ©Np LED VAPM PROQ LIGHT O HP VAPOR PROOF LOW OIwanow CAN eNNr. PAN I GPM FEf sa FT. la FAN "law tl1A.IdIR IOM—Sa Pr. V FDfRAta (SPCC= t.D .Y ® 7•.LL= RPAP AA1013D FoAt01AD L rDlA F►1TJ 2' FLUORESCENT 4' PI.IIOIt6C11T .11 21i—aa•4 4' TRACK LOW mit PANEL oft PETER OSD. slam Den ctoR �ncuiem AR r�T i w 1 WALL MOUNTED af7pm D[IfC1OR YTT. kjQKd a IYLl1l�Ad ® a/= CARBON MONIMM sm D""'TOR CONnM OW-L = A DWANCE OFNOT LESSTMSN 4' PENDANT LISW Ltd NATURAL a" ► TEARMCI S JACX WATM IRATER DRCOlRCT ANt CO/0 DRCa1RCT see Up I�N TELEVISION JACK Q .DIN Q J. ro=GUFCWWN ACOO GANG tN =DIN rLAw4m AD Auw P1ae IN% lei ro = ataat PAN LIOFR AW=ON MAPIMAS SIa4 Fat 24, WCMCGOC&O LOW aTAAP ppp M' ar,4NDEecow LOW 6TMP nnnLannn�nn 4Y a40ANDESCENT LIGNT STRIP ROOD LIdHT -- OPT. somporr I12U1'PAD • PA Push-.IITTON 1 Pat CNPp use FORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANE TO = VERIFIED a NorIE004 t PIE -CONSTRICTION MEETING, • Al 0 4 20 AMP BRAW44 0111CUT6 TO Me AIIC FAULT PAIO'iECTED PER ELECIIRC.4L PRT4610NS OF MM •TH EDITION (201V 4 NEC 210. 2014 EDITION. • 20 AMP DEDICATED LAISDRT OR ICUIT. • att a ISLAND (NDr ON KITCHEN CNICUFT) • DISMW"M DIDCa4 ECT TO = LOt7000T N PANEL • BATI4RDOM DOWIST PAN TO WAVE MN. CAPACITY OF 60 OM INTERMITTENT PER ELECTROAL FRONSION6 OF SECTION ME013 • LAUNDRY ROOM IEGCPTACLE SMALL = GItaW FAULT aRan-NRREPrER PMOTLGTICN FOR M FERDEL ON MOM • WARN= r'ETNOD SMALL = NON FETALLIC CABLE PER ELCCTItlCAL PROVISIONS, OF e0G0A1W I2 (20nz • ALL NOW TO COMPLY UT14 E.ICTRCA. PR7VRION6 CIA M PBOs ATY ED H10112 • Y-L t.arw eMA_L 0E rl ra(�nrao eY ewLe[R ANO CEILING MTD. LIGHT TO DE INSTALLED, PROVIDE J-BOX FOR OPT. FAN \\-------------- --�--- V — - COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' A I'-m' METER FIELD LLIFY OC. WP Panel MAIN -A PANEL: 8116%p cR bTe W VOLTAGE: 120/24OV-lPh MAN: 150 AM M.C.B FEEDER: 3- N1 CuTFMN & 1- N8 Cu (G) in 1 Ire C. OR 3-N200 AL THWN & 1-N8 Cu (G) in 1 1)2" C. Wln POIa Alo M watt -- C— IN— Mao w Pw. VA. N2 1 20 EYtedW Rac oh OFIMTUG 12D0 + 2 8 e a12 2 20 HWW P-P 1W0 4 Is".. s a 53W A/C C.UA 1 35 1 2 1 to Spaa 7 S PANEL -A PANEL: 42 at bmeker VOLTAGE: 120/240V-1Ph MAIN: 150 Amp M.L.O. FEEDER: 3- M Cu THMN & 1- N8 Cu (G) in 1 1/2" C. OR 3. OW AL ThVVN & 1. N6 Cu (G) in 1 1T2" C. PON SIR MWd man Welt CN k 0-1 Wa1N Dwii Son Sir Polo W04 1 20 Smal moe Iwo + 2 SON Range 50 2 A 1 2D hft—/Head GFI I90o 3 4 1 20 Sma1 APPIW. 1500 5 a 45DD W"HeYr 25 2 a+0 1 20 R ism 7 a F.4 1 20 qnl 0.ace aobe AFCI 1500 a 10 1200 da Y GFI 20 1 SI2 1 20 BM GFlR aha 1200 11 12 1800 gahw•Mr Ofl 10 1 N2 1 15 F rl Ha1I Bad. R & 01 Baal a2 AFCI 400 13 14 5D00 Oq.GFI 90 2 SIo 7 15 W Roam, lanY U AfO 900 15 75 1 15 K4ehr, P , d OidnAFCI 400 11 1a 1500 WaaMrGFI 20 1 i12 1 75 SD&C/OAFCI 900 /9 20 1DDO Gam Door OPowOF1 20 1 012 a12 1 20 IL. I80N/Dan"Cl 12M 21 72 t200 /Eafa,Ior Lb 3R oI AFCI M 1 012 8 23 24 9w OanrS SWS AFCI 15 1 a14 9 n 5 ow Oww%SYOmor AFCI 18 1 M4 sp., 27 28 S m S ce 20 30 i0D0 Od ertrd, r 20 1 012 a 31 32 S ea S M x s s r 95 38 8 0 s ee 37 Sp.. a >S A I eNr5 KVA al S5% 026 39 40 Spoco 4+ r 42 space Lwdaueot to dYnrd%.WplouWbni l Sna 75000 28700 LUWaubaet to demand bol—Aulaars l Ilea Demand PROW Ca u s: ABBREVIATIONS: ARC FAULTCIRCUTTNM RUPTER NC: NCNCON MNT LOAD On: GROUND FAULT INTERRUPTER TYY load o tW demand actW 4aoo Fiat i0DD0 was A fad% 10DOO R"ntlnh 940% 13M YY A/C load /02a LOAD CALCULATION IS BASED ON AC NON -COINCIDENT LOAD TdY CmneetW Load WYta sm; TOW Ama Twtts / 2,10 wb 141.E Gomm] Lighting & Receptacle Load TYI= NFAY 1 Grml Uh & Rae 3 W / S . Ft. 5484 •t• 1 at 851ML1htat100% 85 TYY C —I UVit. d Rea YN Sul) CIdaN Toeal vads Gram Us & RN Penes A / e17 554/ X _ I I L I I i I 1'-6• 1�-b• I LED LIGHTING ® SINGLE LAV. IN BATH 42 150 AMP ELECTRICAL RISER NOT To SCAR GENERAL MOM& A BLECTINCAL MATERIALS AND INSTALLATIONS SHALL CorPLT WTN ELECTRICAL FRGNNOW Q THE E9id!!H EDITIdI (201 2 LOCAL CODES. AND ALL LOCAL POUR CQIPAW aeo's'YPIMA D. ALL CONDUCTORS SMALL OR TYPE T"AIaW UNLESS IIOrED onewuS! 4/0 ALUMNr (AL) N 2" DIA COMO IT UNLESS S0RVrA 16 ELECTING COMPANYY, COOK COPIPANY PRIOR TO BID. By M I I I I I I I L I LED LIGHTING ® DOUBLE LAV. OWNER'S OATH a4AS O, TW3I a PS CU IN2' CONDUIT OR 3 49N a 1% CU IN 2. CONDIT. TO THI941"TE A=ONE SOPPIT • OYaHANSi) C MDNATICN SERVICE DISCOTIEGT OWTC4 AND ELECTRIC r'ETEIU N FIRMA 31111 INCLOG IE TILaVRADN' EOAR'BR ""Oi ❑ ❑ EQ.R'M I INTERSYSTEM BONDING 719111TNAL AT LOW VOLTAGE CONNECTIONS 1 V CU SERVICE 401OU D CONNECTED TO CONCRETE 04CASeD ROOTER STEEL PM . PROVISIONS OF M BlIGRr=L &/1'• CIA X S PT LONG COF M CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-7746078 FAX: 407-7744078 www.abdesigngfoup.com L AA N: 0003325 J o MISS C a UTT-TT-1-y 8tMDIV. Se LOT: ABBOTT PARK LOT #7 BLK #8 PROJECT 04181.000-07081 MODEL. 4EBB "1828—CALI11 GARAGE 8TIMG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C lrATE. 06/10CALE: 1/4"=1iiEET E1 TO PLUMBING PLAN SCALE. 1/4 • V-V' VTR KITCHEN RINK W/ AUTO VENT rr jl IR� �-I I/2' I V24 II�1r I In TU5 IflLAV PLUMBING RISER DIAGRAM 1441 N. RONALD REARAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 qall 40 sm a BUDD:v & r o 0 ABBOTT PARK LOT #7 BLK #8 PROJECT# 04181.000-07081 MODE71 4EBB "1828-CALI" CARACIM BwiNC: RIGHT PACE: PLUMBING PLAN 160 MPH EXP. C 2 1 ECALE: 1/4-=1'-0- 1 P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL OE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION SM. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I& CLASS i AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FDC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (20n) MECHANICAL CODE SECTION 601, 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL MOTE ALL HVAC TO HAVE PROPER PANS W/ DRAMS SECURE STRAP TO CONK. W/ (2)-3/I6'X2' TAPCONS UNIT SMPSON WB ROLL STRAP >ATTIC OR EQUAL CEILING EXTERIOR WALL PLENUM y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ !2) �XI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 9/4' PVC CONDENSATE DRAM LINE NOTE+ MAIN COND. DRAIN 3/4' DIA. OVER HEAD 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FDCR 6TH EDITION (2011) MECHANICAL BLOG. CODE SECTION 3013.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL./ /� FIN. FLOOR OR WALL COUNTERSUNK CA. PLUG PW i- SEE BPEC. BRASS PLUG -�� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE / SERIES NICKEL BRASS TOP CAULK / P.v.0 OPTI/SPEC FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED OFLOOR SLAB CLEAN -OUT (TYP4, jEXJ GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION MECHANICAL PLAN ALE: 1/4 - I'-C' U 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7748079 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 ^Xaa Rill C BtMDIV. & LOT ABBOTT PARK LOT #7 BLK #8 ROJECT P�r 04181.000— 7081 MODET. 4EBB "1828—CALI" GARAGE SWIxO: RIGHT PAOIO: MECHANICAL PLAN 160 MPH EXP. C 2 ppm,rr DATr. 06/10/20 SCALE: 1/4"=1'-0" SUHEET M1 2X4 TOP PLATE PLAR -IF PRE -FAD TRU88 In. CLG. BOARD I!P DRYWALL Tor SECURE DT. - K ATE TO SLAB WY Wd MASONRY NAIL • 32' O.C. MAX FIN. PLR 2X4 WOOD STUDS .24' Oa STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHEN SPACED NOT MORE THAN Ib' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE TUAN1 2A' nr 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908U.1 ON SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -0 ELEVATIONS TYP. O.H. VENTED SOFFIT i r 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ¢/8' GYPSUM B: OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'•1'-0' SEE ENERGY CODE PORMS INWLATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPB • 24' O.C. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR — a >� W/ WINDOW OPENING N FIDERGLA66 814INGL SO OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON O.S.B. SHEATHING OR }• CDX PLYWOOD 8ECIRED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUES MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLR NOB TYP. WALL SECTION OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:1A TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE, 3/4'"r-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 B GAS LINE THRU BLACK w'•M1! FIDERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.I.1 ON l' Ob.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS, VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THIM 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY P.O. TYP. _. GALV.liQL r`AD ooa OEM ymptm By orwm sr NMl,. M!Tw= TO Aaa,v TRACK /RACIGM uv PROM T APPROVAL PlM s GARAGE DOOR JAMBS D1 SCALE:11/2*-1'-0' 2X4 SPF 24' OZ. MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.0 ON J' ObP. STIFFBACK AT ALL UPRKaHTB SHEATHING OR }' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER P6xTFvQQUCTUPtAL FASTENER SCHEDULE PRE- + WO• TRIM MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER IF ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS TED SOPPIT SEE ENERGY CODE FOR'7S FORINSULATION R-VALUES ''�'A�ETI0J88PER ELEVATION P SCREED HIGHSTRENGTHOCLG.BOARD P.T. SECURED PER DETAILS a a 4: n W/ WINDOW OPENING MAN INSULATION 1/2'THICKFCEMNT IPLIED COAT WINDOW ATTACHMENT I PER MANUFACTURES SPECIFICATIONS PLASTER APPLIEDDIREMY TO MASONRY Ix2 P.T. PURRING k' W STRIPS • 24' O:C. El IA' GYP. UL. BD. Cm WOOD BASE — 0'-0' FIN. PLR n TYP. WALL SECTION " NO OPENING (j)1—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL 1 SCALE, 3/4'.I'-®• l"l N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH:407-774-6078 FAX 407-774d078 wwwAbdosigngmup.com AA 8: 0003325 F a B I MIMI ci i 1T.-T- SWLmDIV- 1e LOT ABBOTT PARK LOT #7 BLK #8 PROJECTO 04181. 00-07081 MODEL: 4EBB "1828—CALL" GARAGE BTrING: RIGHT PAGE: DETAILS 160 MPH EXP. C 2N AA NO DA�Ta•. os/1o/20 SCALE: 1/4"=1'—o" skaillET D1 mn DO P.T. • CENTER OF DOOR HEADER SECURED All N V2' X S' J-BOLT W/ 4' MN EMBEDMENT W) 2' X 2' X VV WASHER d NUT OR UV (2) V2' X N ANCHOR BOLTS UV 2' X 2' X V6' WASHER t NUT m m SECURE 2*4 ON FLAT TO MILKm kill MA90NRY NAILS. bank 2X6 aARAN DOOR BUdC SEQIRCD W/ (6) V2' X S' J-BOLT OR ANCHOR ® BOLTS. W) 4' MN EMBEDMENT, UV 2' X 2' X V6' WASHER d NIT. N WTHN S' OF TOP, (V UATHN S' OF THE SIM, (1) KYWILY SPACED. m m m m m m m NOTES, ALL ANCHORD SHALL BE N AC .0PVAN= TO 114WACTUQR'6 WTALLATION NICT STR"OeW aur-W INSTRIGTION6 ARE MRE O&TmJdNdT GARAGE DOOR 7 BUCK ATTACHMENT N•-r— B• cm 11' DRYWALL I'X4' OR I'X2' P.T. MAILER Ix4 P.T. OR S'4 X4' MIN. SECURE THRU FRAME t EXTEND 1-Y4 INTO BLOCK UV V TAPCONS (MR SHANK SIZE .145 MIN. HEAD SIZE 300 7MIN. EMBEDMENT I-Y4 WITHIN W OF EACH END t IV O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAM15 (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLACK +3 4 OR +5 4 A SCALE, KTA. 2X4,m SECURE TO BLOCK W/ �6' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8. OF EACH END t WOG. MAX SPACING. 2X6,m SECURE TO BLOOjjKK W/t-%' TAPCONB(MM. B6ANK SIZE 145 MIN. HEAD SIZeWO WITHIN 8' OF EACH END t MAX SPACING. 2XB,m 1'X MIN. EMBEDMENT I Y4 ) 8. y). W/2 MM. HEAD SIZE 300 -' p (APRONS (MR SHANK SIZE .145 ') D WITHIN 8' OF EACH END t M Ch%U 18' O.C. DRYWALL 4' OR I'X2' P.T. NAILER SECURE TO BLOCK V* OOR CASING OOR JAMB MIN. EMBEDMENT I YsOR WINDOW TTACH TO 2X PER AN FACTURE& DETAILS. IB O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JTO BLACK +1-1 2- in "\ JAMB TO TO BLACK +1-1 " SCALE, KT . 2X4= SECURE TO BLOCK W/ V*- TAPCONS (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END t � ,STRUCTURAL 2X IB' OZ. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL i%' TAPC," TAPCON MIN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 B, CMU MIN. EMBEDMENT I Y4) DRYWALL WITHIN B' OF EACH END t W OG. MAX SPACMs a X4' OR I'X2' P.T. NAILER 2X8,m2 SECURE TO BLOCK W/2-%l 7(.' O.S.B. X 4' MIN. (APRONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN V OF EACH END t MANUFACTURES DETAILS. I8' OG. MAX SPACMG. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15/1p" C w C +- S ALE, KT . 2X4,m 2X4= SECURE TO BLOCK W/ V*- TAPCONS (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END t � ,STRUCTURAL 2X IB' OZ. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL i%' TAPC," TAPCON MIN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 B, CMU MIN. EMBEDMENT I Y4) DRYWALL WITHIN B' OF EACH END t W OG. MAX SPACMs a X4' OR I'X2' P.T. NAILER 2X8,m2 SECURE TO BLOCK W/2-%l 7(.' O.S.B. X 4' MIN. (APRONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN V OF EACH END t MANUFACTURES DETAILS. I8' OG. MAX SPACMG. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15/1p" C w C +- S ALE, KT . 2X4,m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1Y4) WITHIN B' OF EACH END t NOTE: STRUCTURAL 2X 18' OG. MAX SPACING. MIDST ISE ON OUTSIDE t 2XbmI SECURED THROUGH SECURE TO BLOCK W/2-V.1 NON-STRUCTURAL Yr' TAPCONS TAPCON MIN. I-)V (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' CMU WITHIN V OF EACH END t 14 DRYWALL N3' OG. MAX SPACING ❑ PX4' OR 1'X2' P.T. NAILER 2XB;� SECURE TO BLOCK W/2-%* CASING TAPCONS (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN V OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED Y4 ) DOOR JAMB inl11INDO BLOCKK+22114f" '� E, RTA. 2X4= SECURE TO BLOCK W/ rV TAPCONS (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X 18' OZ. MAX BPACI4G. MUST BE ON OUTSIDE t X6� SECURED THROUGH SECURE TO BLOCK -�b'NON-STRUCTURAL SWRr)fr' (APRONS TAPCON MIN. I-Y4 lMIN. SHANK SIZE J45, EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • OMU MIN. EMBEDMENT 149 JS' DRYWALL WITHIN 8' EACH END t 18' OO.C. MAX SPACING. a •X4' OR VX2' P.T. NAILER 2XD� SECURE TO BLOCK W/2-%- TAFC4" DOOR CASING (MIN. SHAWL SIZE .148 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER is, OG. MAX SPACING. MANUFACTURES DETAILS. ,IOI4 W1 Y NmO TOILfR JMR fpO NT o¢apA') DOOR JAMB TO BLACK +3" F' SCALE, N.T . 2X4= SECURE TO BLOCK W/ r1(r• TAFr," (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN V OF EACH END t NOTE. STRUCTURAL 2X IS' OG. MAX SPACING. MUST BE ON OUTSIDE t 2Xb,mU SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL %' TAPCONS(MK SHANK SIZE TAPCON MIN. 1-Y4 149 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN EMBEDMENT I Y49 8• CMWITHIN V OF EACH END t 11' DRYWALL IB' Or —MAX SPACING. 2Xbm ❑ I'X4' OR DO' P.T. NAILER SECURE TO BLOCK WRIZE 2X SECURE TO TAPCONB(MIN. SHANK SIZE STRUCTURAL MEMBER 149 W/(2)MJd WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t V TO 8' OG. MAX MR EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW 18' OG. MAX SPACING TTAC 4 TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 4 ) DOOR JAMB TO BLACK +T F' SCALE, N.T.S. I TO BLOCK 2X4= SECURE TO BLOCK UUY4 TAPC.ONS(MN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN S' OF EACH END t MUST BE ON OUTSIDE t 18' OG. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL T)(r' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MN. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MN. HEAD SIZE 300 , cm MR EMBEDMENT 1 Y4') )S' DRYWALL WITHIN S' OF EACH END t IW OG. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X8® ❑ SECURE TO BLOCK W/1-1/4' 74. O.G.B. X 4' MIR TAPCONS (MIN. SHANK SIZE J411 OOR CASING �DOOR MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' OG MAX SPACING MANUFACTURES DETAILS. " 4 6NRap WOCMA') DOOR JAMB TO BLACK +3-7/16" NDiDON TO BLACK +3-7 18" G SCALE, RT . 2X4= SECURE TO BLOCK W)Ys' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X IS' OG. MAX SPACING. MUST BE ON OUTSIDE t 2X6,m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL'1(t' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') B' CM WITHIN e' OF EACH END t V DRYWALL W O.C. MAX SPACING. ❑ VX4' OR I'X2' P.T. NAILER 2X8tsn SECURE TO 15LOCK W/I-1/4' ' P.T. X 4' MIN. (APRONS CASING (MIN. SHANK SIZE .1454 MIN. HEAD SIZE 300 MR EMBEDMENT IV) DOOR JAMB OR WINDOW WITHIN V OF EACH END t TTAC 4 TO 2X PER V OG. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4" B +3 4" H SCALE, NTb. JUN 1441 N. RONALD REAGAN Bl LONGWOOD,FL32750. PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 dU O 8UNDIV. 8c RAT: ABBOTT PARK LOT #7 BLK #8 PROJECT#I 04181.000-07081 LMIODE14 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: DETAILS v.160 MPH EXP. C IN WE -1:7:: I•iyp , In TM06/10/20 CALLEET: 1/4"=1'-0" IdE D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/20ZO 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/20ZO 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 13872.7 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 12/31/20ZO 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 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 21496.6 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 12/32/2020 23904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/ZO20 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WADS SOFFIT 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 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/ZO38 FL 1S279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WADS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/05/2020 1441 N. RONAL D REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003326 D 1111i o oil a gill. ITO BU DDIV. ea LOT ABBOTT PARK LOT ##7 BLK ##8 PROJECT 04181.00 070 1 HODEIA 4EBB "1828-CALI" GARAGE awlxa: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C PRBORED CONTROL JOINT R.AN6E OF CONTROL JOINTS Td BE WIRED TIED TO LATH • 6' OG. MAX (VNW k NOTE, DO NOT FMT04 CONTROL JOINT TO U.A. I EVEN P 67W EXISTS BEYOND EXCEPT STAPLES W1 SxEC E CONTRROLLJJOM? ��. DURING INSTALLATION —� FASTENERS TO BE SPACED-7 • 1' O.C. MAX VERTICALLY j' TWCK. ! COAT CET04T PLASTER WIND LAYER •2. F)RTPINER BULONG PAPER APPROVED METAL LATH FASTENED 01' (VERTJ=MAX AT SlFP01lf0 URB LATER'L STUCCO WRAP WOOD 6FEATHING \ ZZ LATH SHALL NOT 6pI MR1 ME CONTRiJOU6 A. v m v 's TFA6011G14 CONTROL \ JOINTS BUT SHALL an STOPPED AND TIED AT EACH SIDE. PRONE 2X4 BLOCKING PER ASTM CIOIr! PLACED FLAT MAX. 6' TO 6' \ PROM CONTROL JOINT W4EN CONTROL JOINT PALLS ON Nam, \\ IFASTENERS, FOR LATH TO ME NAILS 0 i 6TRUCTURAL STUD STAPLES N COMPLIANCE W A6TMI Cl 2. WUUE TIES TO M (NO. E) CAMID' WIRE A BLOCKING 640M MAY W N ADMITT TO WALL STI M REQUIRED PER PLAN \ OLFgA NWC.R.A OPT.A NIWO. R.A 2. BEAN . Ff. 8 & CNIAN . P(.O OLFOI-0NIeYC.FT.A HOLD 4 • ® l FOLD IaYO. PG A • CNEAN . I". B •C IA4111.►(.0 6 FOLD R. OO tOHIFf. 8 TU.L FM.O 14041UA .DT+DM R.rn411 et`L r sorrae L'M°' MTEa TIONI MAL FOLD. Q2 tw cuy. APPROVED BUILDING WRAP 64WLL M LAPPW A MNRMUlM OF 6' • VERTICAL LAM (ROLL Woo) s 6' • HORIZONTAL LAPS, ALL SEAMS NEW TO W TAPED UT14 FORTIBER 6NEATHNG TAPE / 'M LAF . MTAL LAM \ LATH VERTICAL LAP TO EE P METAL LATH UM LAYER -L STUCCO uRAP URB LAYER MI, FORTIFIBER �DNG PAPER / 2 SCAL.E.'I IR'.I'-C• (a) KICKOUT DETAIL SICe LAft OF METAL PLASTER BASES 6HALL BE 61110.111110 TO PRAMTING M MBER6. THEY SHALL OR TIED BETWEEN SUPPORTS WRH 00416-IL (171-MM1 WIRE AT INTCMALS NOT MOTE THAN S' (226-MM)* A6 PER A67M C106S 1AL FOR REPAIR OF TEAM N UM LAYERS, TEARS MAY W PATCHED UVFCM U~ TAPE PER MAN#. 6PEC. OR PEEL A STICK WOOD 6TUC SFEArAING 671.1000 ��C ! COAT CEMENT METAL LATH WRB LAYER'L ST4CO0 ~ . LAN . PARR WOOD SHEATHfNG 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 IQnllel 1 4['f?FPr] ? 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT Y) WALL SHEATHING) �+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT F� ROOF CEMENT i ROOF PER ELEVATIONS NeAu RIQ(oln AT'OROM Q ROOF � NISItl[GTlor6 WANR TRNT Na /aao OR SOLDER 43_.IOT OReR O"L" FLASHING N.T.S. gggffl�' G MEMBRANEIBLE UV HOU6E�VERYIUAI'. L 6§�� 6'N6' SEV-ADHERING MEI'IERANE PLASHING (COMPATIBLE W) HOUSE UUUAP MATERAL) OVER 47L4' SELF -ADHERING MCM ORAME PLASHING OVER APPROVED F40USE U= EXTEND ONTO MM CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE — R AaHM6 STEP 01 STEP 02 PLASHING F �, UM LAYER M, STUCCO WRAP UM LAYER MI, R MPNM BALDING PAPER METAL LATH 0'.6' SELF -ADHERING MEMBRANE PLASHING OVER 4'N4' SELP-ADMEIlNG MEMBRANE INSTALL FASTENERS (CLIM, II D 6TRAM. STAPLES) AS R MIPWO TO SEC M rLA6HP4G re oereNo ofro Pepe M•E/ WIRE TO PRAMIPYs..-.s_...- %' =NT. BEAD OF SEALANT INSTALL APPROVED NOUSLMtRAP AIR INFILTRATION MARINER OVER SNEATNAVG ELASTOMERIC COATING OVER 6=001 C.V. PINI644 (SEE TYP WALL SS.CTIOW SECTION PER SECTION R IhdaEWorn ofoWWYn Exterior use of PgUpu cement peWx dull comply volh Uu requlralunts of ASTM C on 926-U2612A. IMlellalbn oI exlellaf IaNlq aI10 hendp shall comq vAth ASTM C 1U63.12A. ii LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD SHEATHING OF x—x—x—x SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-84-1-0% MIN. 2.5 L55. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdNlgngroup.com AA S: 0003325 Y � o avaaiv � IAT: ABBOTT PARK LOT #7 BLK #8 PROJECT* 04181.000-07081 MODEiA 4EBB "1828-CAU" GARAGE STUNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DA 06/10/20 SCALx: 1/4"= V-0" SHEET WA1 BACKER ROD SACKER ROD WRB LAYER h, ATurrri uiRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHNCs OVER TOP. SIDE(W AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE E)0HAUST. SgCILIENCE OF FLAS 4NG TO SE, I. SOTTQM. 2. BIDLB. 3. TOP VENT CAP 18 TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 60 A8 TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE& X CAULKING a JOINT ALL AROUND PER SECTION R703.7 E:derlor latltktp and pla2erkto Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. I'• HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER R, FORTIFIBER BUILDING PAPER WOOD 814EATHM DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SFEATNNG FLASHING LAYER q, UNIT STUCCO WRAP LAYER 02, FORTIFIBER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD -INMIGM CONSTRUCTION f * WO DD FA&M TO WOOD STRNCTURAL SEALANT MEMDER • 1' O.C. MAX TOP 4 SIDES ° cru w' TON tgl7-WALL WEEe �r�n 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROIYsH WALL 1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER — LINDER 'QUICK FLASH' ELEC. METEF VERIFY LO ---7 %VENT PENETRATION SCALE, N.T.S. G7r IV FGVGIYL STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/ 3ACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER $1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI. SEALANT AT JOINTS AND INTERSECTIC m S 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY 0EPOW APPLYING, L- FINISH • MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCKZ B' WRB LAYER 41, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRS LAYER M STEP #1 STEP #2 t� WIRS LAYER 01, I STUCCO WRAP STUCCO APPLY 60 MIN - CRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOIISEWRAP STEP #3 ® [ MEMBRANE FLASHING �- WRB LAYER'4, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH JUN 1 STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX- 407-774-4078 www.abdealgngroup.com AA #: 0003328 as IR u jig O 40 w x 0 x it DdSVBTABPAL ORTK LOT 78 BLK PROJECT# 04181.000-07 81 MODEL: 4EBB "1828—CALI" GARAGE 9WINCi: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (1=ORTIFI5ER - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHINGS F-ADHESIVE FLASHING - - - - - �k 2 1/2, k CORNER BEAD (FASTENER 4 SPACING ® l' O.G.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 p�CORNER BEAD � BLOCK 3�A 1 I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH:407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA#:0003326 J V c evHDIV. & LOT ABBOTT PARK LOT #7 BLK #8 PROJECT# 04181.000-07081 HODEU 4EBB "1828-CALI" GARAGE E11ING: RIGHT PACE. - WALL ASSEMBLY DETAILS 160 MPH EXP. C DRmNT ATE: 06/10/20 sCALM 1/4"=1'-0" tl tl A3 LEGEND DRAINAGE PLANE CURB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — SUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WooD awE.At�n WFAn M P"8TIVE Lo waElRe 1�sEaenvE s e \ �j�, l LAP alDsaa i \ DWERM uDixRe AL I �asF a- �� Qd R.AGNRI6 f R 818tIVE BTARNLR 6TRIP / \\ \\ DARTIHEIR! IM618TIYE wA� drALV'D METALR' dA-V 0 1'EtAL R.A b •z• FLaeHNa i I�• Y a• uweu ern "00 TRIM mameER - Y.' X.• aN',ILAI" � WOOD TRM OR APPROVEGAP ' "'BEALAANT \ ` sewn SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003326 m o k 6 1.4 MMDIV ee LOT ABBOTT PARK LOT #7 BLK #8 1pmojmcT# 04181.000-07081 MODEU 4EBB "1828—CALI" GARAGE 8TnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 DAM. 06/10/20 SCALE: 1/4"=1•-0" S MET WA4 / / I / I 1/8 -.-2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ I\ —1/8' TEXTURED I \ FINISH a WOOD I \\ 1/2' TEXTURED \ FINISH a CMU / \ j t�li METAL FASCIAYaWRAP ' FROMSTUCCO, I'FROM- - 4 WOOD WALL \`EXTERIOR WALL \ �o (FRAME OR CMU) \\ �\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®F)LAN A 1/8' TEXTURED FINISH • WOOD, U2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP W P WEATHING OR cm WRB LAYER h, STUCCO WRAP (FRAME ONLY) WRB LAYER 12, FORTIFIBER BUILDING PAPER ---- (FRAME ONLY) 2X6 SUD DAND ROOFING CEMENT DRIP EDGE © FLAN E3 METAL KICK OUT ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 1-1/8' TEXTURED FINISH a /WOOD, 1/2' TEXTURED FINISH a CMU / 2.6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• x x x x... . SUB BAND DETAIL ® WALL W/KICK— OUT IME 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/04'x4' NOTCH a END, WRAPPED IN PEEL t STICK ,ROOF CEMENT 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 or - DRIP EDGE 2x SUB -BAND W/I> 'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN SD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.com AA C. 0003325 Ro a a 6 0 avBDM & L07 ABBOTT PARK LOT #7 BLK #8 PROJECT# 04181.000-07081 UODELa 4EBB "1828—CALI" GARAGE awsxG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %160 MPH EXP. C 12 DATE 06/10/20 SCALE: 1/4"=1'-O" SHEET WA6 28'-8" '-4" 9'-8" 9'-6" 15'-10' 3'1" W'-2" 33'.-p6"' SLAB • - - FM-12X12 - - - - 1 - - - - X18- - - FM-12 - i N n 4" CONC. i SLAB a +3112 1-.0" LF-24X24 l i 10 i i I . 1.1 i J I- 1 FM-12X18 EXTEND 1,1 SLAB 1 1/2" 4" PVC CHASE��i I iJ 0.0. TOP OF i SLAB � /� i� ii � Im i� N 17 I I N I •I 451/2 5 I 1.1 I I o LLI I � I .I 1 -EXTEND CONC. �) SLAB1/2" 2 I )4 m FM-12X18 ) SLAB *31/2 � a) I 3 4 �-b LL 2 �. 71/2 1.1 1.1 L FM-12X18 - J ----- F C-12X18 a - FM-12X18 ---- -- FMC-12X18 0 4 4 1.1 1.1 10'-2" 3'-10" 4'-4" 16-0" 2'-8" 14'-0. 21'-4" 39 -8" FOUNDATION PLAN SCALE: 1/4" = V-0" 0 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 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. 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 #6 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 6-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3DD0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" 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 6.13 W1.4xW1.4 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 FM-12x12 12" CONTINUOUS 12" FM-12x18 17, CONTINUOUS 18" - (2) #5's MI " FM-16x18 16" CONTINUOUS 18" s r "-0" FMC-12x18 12" CONTINUOUS 18" - s #5 IN CURB VARIES x JUN 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.00m L AA #: 0003325 t e 6 O gg 6 ABBOTT PARK LOT #7 BILK #8 PItOJECT1p 04181.000-07081 moDEu 4EBB "1828-CALI" GARAGE 9TaNG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C 2020 Qw--P�1�.�;1 PRINT DAM 06/10, ISCALM 1/4"=1'-O" s1 39' MIN. EACH WAY MONOLITHIC FOOTING Z g I, r — STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED rI� v ' _ CELL SEE PLAN FOR SIZE AND a ¢ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 1 '• a 0_ SPACING REQUIREMENTS Y 7< m JGG W .}� �'°! :.. I T` °. GARAGE DOOR RECESS p rn KKIi• ¢ FMCL t g= B+ a 2 8" CMU WALL O 8" CMU WALL . CORNER BARS, SAME SIZE AS BAR w S IN FOUNDATION WITH 30" LEG EACH W co WAY AT ALL CHANGES IN DIRECTIONS �i TOP OF SLAB TOP OF SLAB I ... - "1 SO THAT THE STEEL REINF. IS CONTINUOUS .f--'"^�--"'N-"r MATCH AMOUNT OF CONTINUOUS BARS l URB FOR MASONRY EXT. PORCH SLAB SEE SLAB SCHEDULEY 8AR SIZE 48 BAR DIA. CHAMFER (1STORY) ,. SEE SLAB SCHEDULETOP OF GARAGE •` v. I ,� CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNTS SET '_4" I=p. AT ELEV: W/ 1/2° ISOLATION JOINT (WHERE PANDSARQUANTITY 8" CHAMFER (2STORY) 18" ik 24^ EXT. PORCH SLAB W/ i/2" ISOLATION.' 4" CHAMFER (1-STORY) 8"CHAMFER (2STORY) 14 0'-0" APPLICABLE) ZEE SCHEDULE 30"APPLICABLE) Jo1NT (WHERE a-3--r EE SCHEDULE#5 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING R WXD, BAR SIZE #6 36" i a FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (le, 2 TO 3, PROVIDE 2 BARS), LINO #7 42" iN EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scaLE:3a"=''-0" 2 SCALE:34"=1'-0" BARS DETAIL DOOR OPENING @ GARAGE 000RNER 4 SCALE: 3l4"=1'-(Y' SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 4&' AND NAIL W/ 16d COMMON AND NAIL W/ 16d 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 W ( 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED :a/1 NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED Wl2- PART SPACING. SINGLE BTM. PLATE 1/2'k8" WEDGE BTM. PLATE TO BE PT. W/FLANGE @ BASE a S EPDXY. MIN. EMBED TO 8E PT. PROVIDE DBL. TOP ETIN HIGH STRENGTH WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q 8", UNO PLATE EPDXY 5-12" EMBED. MIN. 0 16" OC SLAB W/10d MASONRY q Q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 M NAIL 16" O/C STAGGERED. = 0' SPECIFICATIONS FOR BTM AND TOP PLATE ADDITIONAL METAL USE AND ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4" X 21/4" r PREPARATION OF O HOLE. COMMON NAILS FILL ALL REQUIRED WHEN NO UPLIFT IS PRESENT. xw TAPCONSw HOLES, DO NOT USE tOd x 3" SEE SLAB SCHEDULE K SEE SLAB SCHEDULE c �O a ,QQ TOP OF SLAB 4" CHAMFER (I -STORY) - 6" CHAMFER (2STORY) EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY sDALE:34"=,-0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL o INTERIOR CURB FOUNDATION WOOD WALL 6 7 SCALE:34"=1'-0 (NO UPLIFT) SCALE: &,V'=1'-0 6CALE:34"=''-0" (W/UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, C OIC BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q a PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL W W" O/C STAGGERED. ADDITIONAL METAL U v a CONNECTORS NOT 6"CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. m ? +- 0'-0" POURED LINTEL CONT. (TVP.) 8" CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE ,I• '17SEE 2X WALL FRAMING WGROUTED SLAB SCHEDULE 12"DIA SIMPSON STB2 BOLTS 5" +-0°MINIMUM EMBEDMENT INTO TOPOF SLAB g _ PAD CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • m —°.• POURED MONOLITHICALLY WITH e°.� �� — �- FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE '3 FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 SCALE:34"=1'-0 (NO UPLIFT) 10 SCALE 34"=1'-0" SCALE: 3/4"=V-0" .01 Ii N. RONALD REAGAN BL LONGWOOD,FL32750 PH:40.7-7748078 FAX 407-774-4078 www.abdea(gngroup.com AA M: 0003325 Y • tt1 C gg aU13Dty & LOT: ABBOTT PARK LOT #7 BLK #8 PROJECT# 04181.000-07081 MODEIa 4EBB "1828—CALI" 4ARAGE OWWO: RIGHT PAGE: DETAILS %160 MPH EXP. C R06/10/20: 1/4"=1'-0"T .1A DOWEL PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAOAN BW LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdaslgngroup.com L AA M: 0003325 t till 0 StMDIV. ae LOT: ABBOTT PARK LOT #7 BLK #8 PROJi.CT 04181.00�--07081 MODMU 4EBB "1828-CAU" aA .AOS BVrMCF: RIGHT PALM: DOWEL PLAN 160 MPH EXP. C % -RR NO 90723 J PRDCT m"" DATIM 06/10/20 SCALE: 1/4"=1'-0" s*MZT s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR WI 10" HOOK GROUTED BOND BEAM — VARIES PER ELE Z d e tV ;I 5 a 0 CLEAN OUT REQUIRED FOR INSPECTION Cl ` 1 0'-0" FIN. FLR. TIE ERTICAL REAR a TO HORIZONTAL - REAR W/ 10" HOOK AR SIZE 48 AR DIA. Z W¢ #3 18" > #4 24" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-V' Z � STEEL REINFORCING IN GROUTED Q CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS � W � J ( Z 8" CMU WALL o .- -o. [yam—+ ♦.�.—..¢...M� TOP OF SLAB < SEE SLAB SCHEDULE Z �u AR SIZE 48 AR DIA. > EXT. PORCH SLAB 4-CHAMFER (1-STORY) #3 1s„ in OV W/ 112" ISOLATION 6" CHAMFER (ZSTORY) JOINT (WHERE ♦ 1#4 24" APPLICABLE) Z MATCH STEEL r f REINFORCEMENT 6' PVC CHASE � � PER SCHEDULE � 38" THRU FOOTING 42" SEE SCHEDULE #7 FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING S 4CALE:: 3/4"=1'-0" e e ' . d , °;nee a� 6' PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS �1 0 co F 4 CMU UNIT DIMENSIONS to ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE:34"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH:407-774.6078 FAX- 407-774.4078 www.abdeslgngroup.com AA #: 0003325 t C sa C aysa:v aioT: ABBOTT PARK LOT #7 BLK #8 PROJECT# 04181.000-07081 MODEU 4EBB "1828-CALI" GARAGE SKIING: RIGHT PAGE: DETAILS 160 MPH EXP. C I ? DwT 06/10/20 8CALE: 1/4"=1'-0" 3IiEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1 Od 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 (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 POS36, .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. BEAM SCHEDULE RUZUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 Bx8 (1)#5 WA GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS w SAFE LOAD - POUNDS PER LINEAR FOOT �� SAFE LOAD PLF TYPE 6118 »4a wM46 eP1e46 e1a446 el'A14s elasm wasw TYPE dr — RDMi LENGTH Tor (421 PRECAST 2231 4'4' (4n PRECAST 1986 C-W (64') PRECAST 151110 90 (641 PRECAST 1217 9.19' (709 PRECAST 1002 9!' (7n PRECAST 906 T!' Pn PRECAST 743 9W (112') PRECAST 554 16'-6' (126') PRECAST 475 ll'-V (13n PRECAST 352 1Z-0' (144-) PRECAST 337 13W (189") PRECAST 200 14'4' (168) PRECAST 279 14'd' (176') PRESTRESSED N.R. 19-0' (184') PRESTRESSED N.R. I7'4' (208l PREST D N.R. W-C (2821 PRESTRESSED N.R. 21'4' (2669 PRESTRESSED N.R. 2Z4' CM1 PRESTRESSED NR 2C.W PRE8TREBBW 00�000 oomomom 000000m OmmOmmm 0l�m0©00 mOmm "m=mKEN 0m©omo" i�miTu70©DO 0m�m�00 mm000m0 mmm00m0 0�00�00 OD®OD©0 0©mC�m00 00�0�00 momommv ®mmm" Imm 00000®0 ©"m0mcm®0 00�0©00 ®�mmoo� 0000000 ���mOOm 00�0�0� �DD�mm� mEm"I0EEM00EEM ©"mcm0©mcmwm ""mzm0©mzm© N.R. In m 410 4N 4M Il4@ 1235 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAIEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 3'0 (42) PRECAST '1026 1 10241 1606 V-0' (4n PRECAST 765 763 1309 4'-6" (54') PRECAST SM 691 1073 V-V (641 PRECAST 411 411 746 9.10' (70') PRECAST 340 330 616 94p (76') PRECAST SOT 721 400 re" (1109 PRECAST 424 634 363 94' (112') PRECAST 329 612 230 194' (126') PRECAST 254 401 180 W-4- (138n PRECAST 290 452 154 12-T (144') PRECAST 244 402 137 1Y-M (189') PRECAST 217 324 110 14'4' (16n PRECAST 206 203 100 1P+' (176') PRESTRESSED NA. 254 91 19-0' (184) PRESTRESSED NR 259 83 it-0' Wn PRISITRESSED N.R. 194 64 194' (23T) PRESTRESSED N.R. 14S 62 21'-0' Mn PRISM NR 125 42 22-T MC) PRE NR 116 40 24'4F Mn PRESTRESSED NA 01 1 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT ��m000000 moom000 '- 00000®m mo©oo®m m�moomo �m000mm0 ��Olmm®mm (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE MSNSA NA 4.OF BEARING PAST EACH SIDE OF VOWN OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-012603 LIFT BEAM PLAN SCALE: 1/4' = l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 wwwmbdesigngroup.com AA 1►: 0003325 Ra • L e O 4A SVRDIV. Ae L/OT ABBOTT PARK LOT #7 BILK #8 PROJECT 04181.00- 07081 MODEL.: 4EBB "1828—CALI" GARAGE sAIAiG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DptuqT -1 A 20 BCALE: 1/4"=1'-0" al�Ea' S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK —� 7.—, #5 BA CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V4' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. WIDTH #OF#5'S, IN BOND BEAM COURSE yo\� o ��16-Ml / B NOMINAL—r 9 Q� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - iT/1M/08 INDICATES A DOUBLE BOND BEAM # OF #6 S, BOTTOM AND XFXX- 1T/OM/08 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 - ITPoWO13 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST 13114" WINDOW SILL Z !SLOPE a TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2"=1'O TYR x8 BOND" BOND BEAM �1#5 1#5 TYP. 8"x1G' BOND BEAM y ; 1#5 xf—�F 8x16 DEL. BOND TOP OF BEAM W/ (1) #6 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .ti; BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #6 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR �f 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=1'-0" LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS Tn PRECAST HEADER(MIN) — 20 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4-) 8" FROM EACH END AND 18" O.C. MAX. MIN 1-19" EMBEDMENT 2x6 (MIN 2 X 3) 23i16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8' FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MfN 1-1/4" MIN. 2.12d PER BLK. EA. END EMBEDMENT 7/18" OSB SHEATHING CMU WALL 5ARCHWAY FRAMING DETAILS SCALE: 314" = V-0" I — SINGLE #5 CORNER 12 BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF, OF AT EACH SIDE BOND. BEAM OF ELEVATION JUN CHANGE CHANGEIN ELEVATION OF BOND BEAM / SCALE: 314" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdaslgngmup.com L AA N: 0003325 h � log a 4 Ip 11 BVSDiV ea LOT ABBOTT PARK LOT #7 BLK #8 PROJECT/ 04181.000-07081 MODRIA 4EBB "1828-CALL" GARAGE DWING: RIGHT PAGM DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON Hl OA 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .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 TRAYICOFFERED 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. FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONAL.D REAGAN BL LONGWOOD, FL 32750 PH: 407-7744 OIS FAX: 407-7744018 www.abdosigngmup.com L AA ff: 0003325 M t: 6 7$C f60S Q aUBDLV. ae L/OT: ABBOTT PARK LOT #7 BLK #8 PROJECT# 04181.000-0708 MODELt 4EBB "1828-CALM" GARAGE SWMCI: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C 19 1 aCAL.E: 1/4"=1'-0" 1 s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETAi6 TRUSS ANCHOR WITH # i 100 UPLIFT ON (9)10d x i }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETAi 6 1 Od T i(4) 8-(2) SIMPSON HETAi6 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND 0 4TO2 1/4" SHEATHING d x 1 NAILS TO TRUSS x 1 NAILS TO 6", 8" x MAY ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DBL S , GIRDER. R GIRDER. PROVIDE 5' W/ tOd NAILS, 2 ROWS, 3" NAILS. O LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 }" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 8", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETAi6 TRUSS ANCHORS WI10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) i8d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 1/4" TITEN ANCEORWTEL TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) k x 5' TITEN HD TO CMU AND (12) SDS CON SEE ARCHITECTURAL }" x 2 }" TO GIRDER 2z SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2 SECURED W/ 10d TRUSSES 0 24" O/C, 1X2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS }" x GALV, COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12"O/C FOR REVIEW 2x SECURED WI (3) i6d C-(2) SIMPSON FGTR GIRDER TIEOOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }' x 5"TITEN HO TO CMU AND (18) SDS }" x 3" Ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BONO BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER 8 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 GIRDER CONNECTOR(S) = 2a 2b 2c _ SCALE: 3/4'=1'-0" GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) W-U- O.C. (AT SHEATHING WI 10dx1/2 HOG NAILS 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 0 EACH END. TOTAL OF 10 39-1" TO 6a-0 (3) W- BRACEPLATE SECURE PT. (1) "X" BRACE DI CENTER TO BLK W/ / 1 DIA. IA. FLOOR ANCHOR DOLT W/ BOLT GIRDER 6'-0- MAX /1X4 M� ) FROM CENTER TCE O ENDDED . HIGH WASHER SET IN HIGH R 10'-0" MAX /2X4 2x WOOD FASCIA, STRENGTH EPDXY S' SEE ARCHITECTURAL MIN, EMBED. AT 32" OC MAX. P V ION ixb DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE P.T. PLATE W/ 12d s 8" STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 1/2"HIGH STRENGTH CLG. BOARD PLAN FOR LOCATION TRUSS ENG) CONT. 2X4 SECURED W/ 4 Jayy MAY NOT BE (2)10d's Q EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) iv a I— REQUIRED TO BE INSTALLED ISd TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18) l6d x SEE SCHEDULE FOR 2z4 OR 2z6 WOOD BEARING 2-1/2" NAILS TO POST„ BONG BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING . a. 1/2" GYP. WL. BD. 10 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING 7 PRE-ENG'D TRUSS SCALE:3/4"=V-0" �1GIRDER/WOOD POST CONNECTIONS � SCALE:314"=1'-0" r J SCALE: 314"=1'-0' FLOOR TRUSS CONNECTION @ L.B.W. 4 B°ALE: 3l4"=1'-(" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4'D OLEEDGE >5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 215`0 SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES OLE 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, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING NOT USED NOT USED ALTERNATE MATERIALS 1 1 AND BORING LIMITS 8 SCALE: 1 1/T"=1'-0" 9 10 SCALE: 314" 1441 N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngmup.com AA #: 0003325 C M tit O R 7 6 q O Mil Ll g1,16 sunDIV. AO LOT. ABBOTT PARK LOT ##7 BLK ##8 PROJ='g 04181.00-07081 MODZU 4EBB "1828—CALI" GARAGE STIMO: RIGHT PAGE: DETAILS L60 MPH EXP. C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE XARACING IS PRESENT AT BRACE WI (3)12d 0 EA. 4'-C' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-W (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (i) "X" BRACE ®CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-0 FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE---�—�fENGINEERED "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. W, 2x WOOD FASCIANNECTION7P-ERSEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)16d WOOD GALV. COMMON NAILS. 4" O/C, WSECUREDW/10d DRAWINGGALV. COMMON NAILS CON.x 12` O/C AL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE:34"=1'-0" VTCR SPACING (1) AT EA AND T-0" O PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT e SHEATHING SEAMS) (BLOCKING TRUSS TTYP) PRE-ENG'D WOOD OOD O.C. NOT SHOWN FOR CLARITY) MAX 2X4DIAGONALBTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN 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 6" O.C. MAX CONIC. POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 19-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 0 SCALE: 3/4`=1'-0" 1441 N. RONALD REAGAN BLVO, LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774.4078 www.abdesigngroup•com L AA B: 0003325 J q O aysD:v as LOT ABBOTT PARK LOT #7 BLK #8 PROJECT* 04181.000-07081 MODSIA 4EBB "1828-CALI" CFARAaS 8TfM0: RIGHT PADS: DETAILS 160 MPH EXP. C i SCALE: 1/4-=1"-0" 1 S3.1B As q GABLE -END w A ROOF WIND DESIGN PRESSURES 1 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: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 1 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX 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, ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 112" 0.120" 170.000 RNU- 6-20 RINGS SCREW SHANK PER INCH) Bd SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL B TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd 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 _JQ 2 . Q Z � Z = 2SQ U . Q m O C o Z J Z Q N O . Z Z z CD 0 W ZY = U m O zv R m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER AT TRUSS o��«LI�AT�IM� ---_ ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING CSO RING SHANK GUN NAILS 6 6" O.C. IN FIELD EXT. SH A HINGA CH H I G (OSA. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.B.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33 MAXIMAL AGGREGATE SIZE SHALL BE314. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3M'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 590.13/ASCE 5-13 ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE 64BL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSONGROUND WHERE INDICATED ON ELASTICITY : 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS SEAMS IAPPEDB INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE 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. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. 70 THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED Bur ARE BY OTHERS. SYP.2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2* CHAIRS SPACED T-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REISARGRADE SHALL BE ASTM GRADE IN CONCRETE DEFORMED BARS, SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A AND SHALL BE HOT -PIPPED GALVANIZED. A D SHALL DEFORMED A GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE UST A DESIGN LOADS: W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CGNNECTED-WOOD TRUSS CONSTRUCTION:, AND "TPUWTCA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 10 pot AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concuRent I EW TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25' M8 BAR _ 36" W000 TRUSSES. 10 paf BTM CHORD iron-mnc -Gt IRI BAR - 30" 87 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASBA-l982. 18 Psf TOP CHORD p TOP CHORD (7 pat w/ ASPHALT SHINGLES) (1 pss f w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 5 BTM CHORD 5 psf BTM CHORD p THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD 70 RESIST WIND UPLIFT: 10paf D 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 BALCONY LIVE LOAD 60 PSI WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED MPH SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 6 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING 017) (ASCE 7-10 (FBC R201EXPOSURE C, RISK CATEGORY Iq S INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LOADS: UNINHABITABLE ATTIC STORAGE: 10IT UNINHABITABLE ATTIC LIMITED LIVESTORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: ALCWIT AND ATTICS BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND C:040 NTS:30p GUARDS AND HANDRAILS: GUARD IN-FILLOM:4 COMPONENTS: BOOM PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOpef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: GARAGES: N SLEEPING PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION pd 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. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE nn = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE 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 SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5" 41. PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT 18 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 SE 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 SKALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1.111FORI15ANDSMALLER 2" FOR 08 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1/2'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. ��htf1il1IRIiV4--l1:444 THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy - 36 kN 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 ksl. 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 TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J EOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTMNJ 91g TYPE SPACING REAV.RXS APPLIGTION 96E TYPE SPACING REMARKS 11Q PTfURPoNGTO MA90NRYl CONO GSE HARDENED LOx NAR 11?LONG. B, GAMOE DOIXi BUCK TO MGE 00 /CW 1N'OIA. NOWASNER TAPCON MABplRY FASTENER B, 1 UYEMBEG.,1'END DINT., 11 DGE DIET. SGO, AL. EXT. GOOKS C-11ARDENEDCOx P WDFAENE GGE DOBCK YDWI PFM,VEND 06T., 1. P, SN NI111?G. STAGO RD O D TOD. EPOOT TEDGE DIET, wlrmw, Buac GSE NARceraD CDIL rac wE4rowgO l.TE.D METALST-TO CONTACT THIS ENGINEER FOR SPACING tAPT, 9Ef NOTES NA11-LONG. STAG-D INTOMASONRY,CUNC, REQUIREMENTS EXT.9Ww(i GOOK (21118911 'TAPCOM 18'OIC 1-EMBED, C END. NONAEAWNG WOOD 1YC EIfPANSDN 1'EMBED.I 11- BUCKLPT SEE NOTES NOWASNER PASTIER .ET., I- EDGE D6T. WALL TO CONC. SLAB WI WASHER BOLT DST.,SEDGE �PF w810OW MJCK 0.130•PAFAII/C 0'OC 1' ENT, DENT.. 11? P OSTEEL-.,SEE wI-ER STAGGERED EDGE NOTES 7STAPLES 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 HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SWILL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE B. 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. 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-714.8078 FAX: 407-774-4078 www.abdosigngroup.com L AA #h 0003326 J 8 t � Q C Y O BUSDM Aa L.OTil ABBOTT PARK LOT #7 BLK #8 PROJECT# 04181,000-07081 U0DRU 4EBB 111828-CALILF GARAGE SWINO: RIGHT PAOE: DETAILS 160 MPH EXP. C v t .. ft OL