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HomeMy WebLinkAbout7881 Broad Pointe Dr99 91828-4E--BB-CAL19 OMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax- (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAIl 04Q CODES FLORIDA BUILDING C.C?0E, NATIONAL ELECTRIC GORE, AND THE CITY OF` "-F��� ORDINANCES REVIEW DATE NOV 020 CITY OF ZEF'NYRHILl FLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMESENTER 12602 TELECOM DRIVE TAMPA, FL 33637 TEL:813 740-9720 ( FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .pw=A Buuam CODE, 1 TIAL, 6M Of= (2M7) .�, zflcAl. AND srArs •OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB BVTERIOR POLISH - CLASS B •BASIC HIND SPEED - Vult=160 MPH Vera=124 MPH • WOSURE - C •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIRCONDITIONING ADJ. ALTERNATE AMP• AMPERAGE BD. BOARD OL CABINET NE CAB. CABINET CLG. CLEAR CLR. CLEAR CONIC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER D M. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST exT. EXTERIOR F.GJFX. FIXED GLASS F.G. FUEL GAS FP. FMISH FLR FLOOR FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FRG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND-FAULTT"R`Urr GL. GLASS GYP. BD, GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR. HEADER HGT. OR HT HEIGHT INSUL. INSULATION HIT INTERIOR LAV. LUM. M'C. MIN. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. SHwR. SIM. SL. SL.GL. STD. SWS TEMP. THK. T.O.C. T.O.S. TYP. U.N.O. V.P. W. W/ WD. WIH W.1. LAVATORY LUMINOUS MEDICINEMC BBIIN T MINIMUM METAL THRESHOLD MOUNTED METAL NOTTOSCALE ON NOTCENTER PROPERTYLINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGHOPENMG SOLID CORE EXTDR SMOKE DETECTOR SUIGLEHUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING CLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOPTOP. lop OF COF URB TOP OFS SLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WA�H„EA WROUGHT IRON DATE DESCRIPTION OW6A6 CD'$ INIED ARCHITECTURAL SHEET DESCRIPTION ��� 20n FOC UPDATE PG CI —COVER SHEET PG GN— GENERAL NOTES PG Al -FLOOR PLAN PG A2D—ELEVATION "D" PG El PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl —DETAILS PG 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 "/16 CDs RE -ISSUED 02RUI8 81DNG ELEVATION$ ADDED 03Q6A$ CDSRE-188UED 04/19116 FOOTNGREVISIONPERM [i0YE8 06/11M CpgpE-um 02/" AMDCUIMUS6FOOTERATGARAGEDETAIL MWMTO) OM/1% PLAN MANTENANCE D3R6/18 REVISED LINTEL 612E AT FRONT ENTRY DOOR • 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 W4AS ADDED ADDITIONAL. RECEPTACLE IN GARAGE PER WILL MATSON IMELBJ 1 SQ.FT. CALL. S ��S REVISED HVAC VOLIPE$ ON SOFT CALL We IEDULE IM.W oi/D/1% ADDED'EXTERIORMONODEEPFOOTEIIDETAILI2/WA(ORL) LIVNG 18286p F7• GARAGE 430 W FT. ENM 16 So FT. LANK �• PT• TOTAL 2362 60. FT• 06RIA8 ADDED LED LIGFN6. KITCWW 415ATH PER MAW OOWE$ 01/18/IS ADDED $TONE OPTION ELEVATION C 4 D (TAMPA) �� ELEVATION Y.' BIDNG•ADDED LOUVER •GAOLS ROOF �R6/g ,,,DDEDgn•6�-o.cEILIrIOIIONr$ OL MO REPLACE UW CONNECTORS UATN $A'TPBON C**=TC4R$ 04/OVIO FEVI8E ENCAVENT RADON PLAN DMEN61M 04/OS//0 OFT. W-O' CLb. NGr: ADDED LED L&IT INFOYER 04/09M CPT. 6'-D' CN.G. HST. ELEVATION 'C'• REVISED 1 EW OF AIRCMu4Y m$/06/lO ADDED ELEvanor9 1' TT (Oft) STRUCTURAL SHEET # DESCRIPTION 01/640 ADDED ELEVATIONS TTG'•1•N'-'I'I$' IORLI PG S1—FOUNDATION PLAN PG SlAA—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 LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'e IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD,FL32760 PH: 407.77"078 FAX: 407-774.4078 www.abdeslgngmup.eom AA #: 0003325 NMI% a aU13DIV. ee LOT ABBOTT PARK LOT ##17 BLK ##15 PROJECT# 04181.000-17151 MODEL 4EBB "1828—CALI" GA tAGIC 8WINO: RIGHT PAGE: COVER SHEET 160 MPH EXP. C PINT 1 E: 09/01/20 aCAIX: 1/4"=I'-O" aHEET C1 GENE! /iL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE 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 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION 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 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION WIDE 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 ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. B. 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 COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FROM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1O63-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & R703.7A. 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-CID63 -15A AND R703.7. FIRE RESNITAItr 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 GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONS181UTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE NTH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, IS N. RONALD REAGAN BI LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA •: 0003326 R 7 6 9U13DIV. ae MO ABBOTT PARK LOT #17 BLK #15 POROJECT#1 04181.000-17151 UODIEU 4EBB "1828-CALI" GA AGE 9TN37dG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C DA� 09/01/20 sICALE: 1/4"=1"-0" 9HEET GN 99'-A' o;lo oi�p�llo o . � m oll����l!i�1;ol1��lY������o D;�pp;o I 0 � 0 � all � ►I I i 'll � O � NJ r � � o i ivT . / . mm HMO a m iI � o ATTIC M v, '. . o EOLLARDJ AS REa 151-06. CODEPER 1v aA p FOYER :UI'll W-V CIA owl O m —EWRY i _ j m M m i / . i ! ! i ti aiIERE��Iio 011���/Ilo ■q � � olE�Rlol US o!I�EI� FLOOR PLAN SCALE: 1/4' . I'-0' -*v SQ.FT. CAM'S LIVING 1820 Sa FT. GARAGE 430 SQ FT. ENTRY 16 SO. FT. LANAI S8 Sa FT. TOTAL 2362 Sa FT. OOIPaW AID MADDWAID LQU SAIIC 11M ISPOAIE FOR 80=0=18 ORB = Sam ME 11 WHUDOA MWM ANDM FODTME MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IB 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 16010 OAD. 112 5 28.2/-31B BASIC WIND SPEED MPH = 180 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. IT-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. DAT6 C TOP PLATE 9 in 177 BAR DETAIL A SCALE, 1/2'01_0• NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS SETWEEN THE GARAGE AND RESIDENCE SHALL BE EOUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (SS MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com L AA #: 0003325 c O W�I >9VHDm /c LOT: ABBOTT PARK LOT #17 BLK #15 PROJECT# 04181.000-17151 MODEIe 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C CP AA NO DA1t'E: 09/01/20 BC,%=. 1/4"=1'-O" 9IiEET Al SHINGLE ROOF FYPON 8KTIIXII OR EQUIVALENT I6'X62' FYPON DECORATIVE '�� SHUTTERS OR415 I EQUIVALENTNT �11iA'�r/P' 4' RAISED RAND (TYPJ �I 0'-0' FIB—F LAP SIDING AS SPECIFIED (TYPJ _ w II1��1�111�mn�1■II� --ml1 -T7 FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT I�6 0'-O' FIN. OFF RIDGE VENT AREAOFATTIC - 23545Q FT. NETFREEVENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 2364 ADD VENTILATION AREA X SO. INCHES PER FT. 1144) = 113472 SQ IN, MN. REQUIRED VENTILATION = .5X 1134.72 IN UPPER PORTION Of ATTIC - 567.36541N. OFF RIDGE VENTILATION AREA = us SO, IN. PER VENT 567-36 /315 TOTAL IF OF VENTS REQUI RED = 4.93357 TOTAL, OFVENTSPROVIDEO = 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR Of WAIL TO EXTERIOR OFW NO OVERHANGS INCLUDED FM OFF RIDGE VENT REAR ELEVATION SCALE: I/4 . I'-m' TEXTURED FINISH T �8'-0' BRG. HGT. i - 00'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT W-0' ERG. HGTI$_ 0'-0' FIN. FLR, RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH oV-0' FIN. FLR v -0' FIN. FLR - � I\ ''te *a /I DECO. DTL. A SCALE: I/2 . i' 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003326 x N Its ID b SUBDM ae LOT: ABBOTT PARK LOT #17 BLK #15 PROJECT# 04181.000-17151 MODEL. 4EBB "1828-CALI" GARAGE evnNG: RIGHT PAGE: ELEVATION I'D" %160 MPH EXP. C DwTS: Ua/ui/zu scALE: 1/4"=1'—O" SHEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —H Inv CUTLET 20 AMP Sea" POLE IIOV OUTLET IIOV CUTLET 1/2 &! OUTLET MIND TO BWTCN GPI IICV CUTLET EGlE•m "161M PAIL MERfTER (TA M XR RMMTAW TYPE) 220Y OUTLET (4) W ME CCWAB=ION TMWgWM � WI OOUTi.0Ma 11, NMRIUPR�t SWITCH SWITCH 3-WAY O m $4 SWITCH 4-11AY OPER Lit 014LL MOUNTED, r-o L16M CEILING LK+NT © LED CLG LIGHT ©vp LED VAPOR FROM LIMIT OVP VAPOR FROQ* LOW ORLCMaED OW eVlhlT. FIN 1 ORM PER a& FT. VMR. FAN YVLIGfiT I---- V FU(INM (aFses TWO MY PLUCI�aGINT 2-0LLM WRAP ® �.( (RE`CESSED) AIROIND PLUOIRESCENT '"A", (eul�. C�.E NNTJ i—� 2' PLUOIMKWt 4' MA ORES=W p W--ewe-r 6 4' TRACK LIW 0 PANEL dill MRTER WICKS DETECige OAYILtlIEOEEE SD. WALL I'1OURM 01,101,0E DETECTOR 64M. ISAQK,u YIC.tlSEpY1R ® 8�p CARBON ova D!'Ieowet COI' eHOLI OF NOT LB" THIN W FROM 01" FMNDOIT LIaNT NATURAL GAS $► TELENgFE JACK IOU DISCCO NEATER iB.EG.Fi Ili ylyAA Q ,C AIR CONDm;. efts Ale) ON - DISCON ECT ILO TELEVISION JACK COIL TO BE aA"-OPU D N O J•EOX AC0opck4NCE WY EON MAN= AS SUCH R•Oe CEILING sox CEILetl PAN,LMYR f0 eM aIPF•ORIED N aY EOK MARKED MIMED Aft atlDN role D IN Baca 24' INCANDESCENT LMHT STRIP pnnann Di• NCMIDEocew 1.4147 47111P nnnn�nnnn INCANDESCENT LIGHT STRIP ROOD LIGHT �, OPT. asOERx KEITAD • PA NMI-EUTTON FOR CW N use em • LOCATION OF TV MOM N MUM OUTLETS 4 FANS TO Be VERENEO • NONEOUNER NQ-CONETIIICTION MEEtNG • ALL M 4 20 AMP ORANCN CIIRCWTS TO EE ARC PA11LT PROTECTED FM ELECTRICAL PROVISIONS, OR EOCIR N:TN eelrloN r2av 4 Nee 2)en 2.14 m1rla& • 20 AMP OEDIG4IED LINNCRY CIRCUIT. • GPI • IGLMD (NOT 014 KITCHEN CIRCUIT) • DIGWl46HM DISCONNECT TO DE LOrX01IT N PANEL • DATHINCOI Ew7AIST PAN TO HAVE Mel CAPACITY OF 50 CR1 NMR nMNT PER ELECTRICAL PROVISIONS OF SECTION M0013 F[CR ATN EDITIO& f2ar471 • LAU DIfr ROOM RlCEPTAOLE SHALL mC CROWD FAWLT CIRCUIT-NMROPTMR PROTECTION FOR NEL PERSOON FEEDERS • 1aRN4 METHOD WALL Be NON METALLIC C•LOLE PER ELECTRICAL HROVISIOtl OF PeOR &TH m (20"1 • ALL WW TO COYLY WIN ELECTRICAL PROVSIONS OF TIE•TL1 • ALL LAPS SNAIL WWI SY BALD[! YID TEf OP LYiRW MAST SE OERT•Y EFNGILINT Type Fen CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN "----------------------- OPT. COACH L IGHT ELECTRICAL PLAN SCALE: 1/4' P I'-0' METER FIELD VERIFY LOC. WP Panel MAIN -A PANEL: 8/16 vp cn. breaker VOLTAGE: 120/240 V-1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- #1 Cu TH M & 1- #6 Cu (G) in 1 W' C. OR 3- #210 AL TRM & 1-#6 Cu (G) in 1 1/7' C. WNa P.I. Sb 0.sod tlan Wage Onnult Ci.a Wa1h W W P. Wfa i12 1 20 Extedv Rwe heb GFl iorNG 1200 1 2 S w• #12 2 20 h.a Pun1000 J 6 4 S c 6 1111 A/C C.U.4 35 2 N Spwa 7 B PANEL - A PANEL: 42 Cm breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3. #1 Cu THAN & 1- #6 Cu (G) in 1 1!2" C. OR 3. #2r0 AL THMN & 1- #6 Cu (G) in 1 1 /2" C. Wire P.I. SIR Deaat Bw Weee CIT2M G- WeB• Desvl Bon akr Pole W1a 012 1 20 Small noa 15M 1 2 8000 R.p• 50 2 b #12 1 20 111­/f1OOBGFI 1900 J d #12 I M Smd AppNwe 1500 6 6 45W Wa rieI •r 25 2 010 412 1 20 a 1wo 7 S 012 1 20 IMnM Rw cbs AFCI ism a 10 1200 Dla a OFl 20 1 #12 .2 1 20 BHh OFIRw adw 12DO 11 12 iwo q.Nvnher OFl 20 1 012 014 1 15 F / HaN / B.d #2 & N/ BM #2 AFCI goo 13 14 5000 Dryer GFI w 2 #10 #'Id 1 15 UM,Room, Lana) Ughh, AFCI aW 15 16 #14 1 15 Kletw, Pent , & Onine AFCI SIN 17 18 15m Washer GFI 20 1 012 #14 1 15 So&C/O AFCI wo 19 20 1000 Ova Door n GFI 20 1 012 /12 1 20 law /BsdM/Dw AFCI 120021 22 1200 Gan /Exl•lar LL.BR Iw AFCI 20 f #12 s 2J 24 am OeneR Sute AFCI 15 1 E 25 26 am Q—t BaMmom AFCI 15 1 #It 5 e T 26 sm.. S w 29 30 IOW ht •tbn owtrde only20 1 #12 31 n S e 3 33 N Sp.. S a bj 35 36 S a 6 a 37 3e S 4e Me 2 95 A/CAMU-1 KVA tl 65% 3a5 41 u S cLwd w !o dmmd actor alcuhtlm• / ins 287E Lwow —.. demand # c°udetlw. I lhv Demand Factor Calculatlons: ABBREVIATIONS: AFCI; ARC FAULT CIRCUIT INTERRUPTER NO: NCIRCOOdCIDENTLOAD OR: GROUND FAULT NMRRUPTER Taal b.d subject to dwand fAdw datD ' Flat Imoom"s • 100% loom RemeWn wvp114M 13W0 real AIC Isad i020 LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD TNM Cwn Mwl Lad Wafts ]9pOB Tool Am .(WAIe / 240 wka) 141.9 General LWItting & Reea Meb Load aal A/C S am Fa• 1 1828 0» 1Lh&Rw 3 W/Sq. FL 5484 �A• 1 at 85W/Lipk at 100% 85 1mm Gmml LIOU & R 1 5549 Ckta# t T" I"otl& Omua & Rec PwN A 9 617 5549 I L I I I LED LIGHTING C SINGLE LAV. • BATH 92 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTE&. A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WTN ELECTRICAL F %vv*[ S OF THE iCLE)kTH. EDITION M), LOCAL CODND ES. AALL LOCAL POUCR COMPANY I!W"RM'B4M. Q ALRS SEE L C0K=TOHALL TYPE TNNVTNW U�ESS NO1ED OMIM N. I I S I I L I I I 16 I I I I � I I LED LIGHTING @ DOUBLE LAV. BATH M B CU. THOU a 1% CU N 2• C CNOUIT OR G • Pa. CU N 2• CONDUIT OR 2AD AL. SEA 204INATE AEIOL2 GOMT • OVER1441W COMeNAT1ON 65MY CE DISCONNECT SWITCH AND ELECTRIC METER N NE U SR ahmoum $111MVICS ENTRANCE EQ.RB4N eER"m H H EDYF, Twe NMMY&MM BODING TW"NAL AT I = VDLtAG[ CONECTIONS I V Cu SERVICE GROIND CONNECTED TO COW -REM ONCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE Pam &tw EDITION f201T1 SM" PIA X S FT LONG COPPER CLAD GROL D ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdeWgngmup.com AA IS: 0003326 b b LQQ� d ounDrv. Aft LOT: ABBOTT PARK LOT #17 BLK #15 PROJECTO 04181.000-17 51 MODEL: 4EBB "1828—CALI" GARAGE OWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C Ia�u DA 09/01/20 scA.LE: 1/4"=1'-0" SHEET E1 OND ------------ I I I I I I I 14'-3' I I I LAV. I � v I I I --- � I n SING i n 36'x60' SI WAR PAN 0 I yi I in N 3 -2' . I I I 2' VTR2• -- VTR KSw W/W/ j 1/2, AUTO VENT 1 1/2� �`� qI 111/2' / 1 1/2'� • I •� 2' > L-----J • TUB I g• I AV 2 I LAV 21,I/2q LAV WC 3 3 1 I I 3• 3 II/2"� OHM 2' M WASHER 2' 2' 4 � GO 4 TO MAIN Ell I I PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 • I'-V' 1441 N. RONALD REAGAN BL LONGWOOD, FL3275D PH: 407-774,8078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 a 66Qj gS SusDIN & Lo ABBOTT PARK LOT #17 BLK #15 PROJECT 04181.001-17151 MODEL.' 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKE$ SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEVER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $yALL 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 N ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES $HALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403, 8. ALL EXHAUSTED BATH ROOMS, $HALL HAVE UNDER -CUT DOOR& FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALLS $yALL. HAVE AN APPROVED FIRE OR FIRE/$MOKE DAMPER'S LOCATED AT CEILNG OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS $HALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH POP BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER 5008TER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR SUPPLY AIR HANDLER EVAP. TRAY PLATFORM SCORIATEO NICKEL BRONZE FL. PL. BRASS PLUG INSIDE CAULK NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS O O EXTERIOR WALL T yLIRIErRIGERANT AIR RETURN ON AND LIQUID y LINES y RIOR WALL yVC CONDENSATE DRAIN LINE LEEVE TO LINES BELOW SLAB REFRIGERANT LNES TO RETURNCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION W12A HVAC DRAINS FIN. FLOOR OR WALL FITTING OR EXTENSION TO $OIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 SERIES NICKEL BRASS TOP P.V.G OPTI/SPEC nFLOOR SLAB CLEAN -OUT (TYPN) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAF'CONS UNIT OR OR EQUAL N WB ROLL STRAP E 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) •8XI 1/4' SHT. MTL. SCREW$ CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONO. DRAIN 3/4' 0IA. OVER HEAD • W FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-S'X6' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: V4 . P-0' E 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 7 a ITH d SVHDM ec IJOT: ABBOTT PARK LOT #17 BLK #15 PROJECT* 04181.000-17151 MODEIA 4EBB "1828-CALI" OARAGE 8VnNG: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C LP Dw09/Ol/20 SCALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE n-� T PRE -FAD TRUSS VY CLG. DOARD 1/2' DRYWALL — SECURE DT. — PLATE TO SLAB W/ k0d MASONRY NAIL • 32' Or — MAX ' 0� FIN. FLR 2X4 WOOD STUDS *24' oz. SLAB Nr_ G= DIUVA IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON—BRG.) D1 SCALE. 3/4'.I'-V' FIBERGLASS SHINGLES OVER •90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.IJ ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER TYP' ELEVATIONS O.N. VENTED SOFFIT i 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/S' GYPSUM B< OR 1/2, NIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'■I'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' cm 1/2' GYP. ILL. BO.- WOOD BASE — 0'-0' FIN. FLR _ < a a. n W/ WINDOW OPENING FIBERGLASS SHINGLES OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON O.S.B. SHEATHING OR }• CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'� 0FIN. FLR n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF TO LETH , A 4 1—STORY HIP BLOCK WALL (2)SLOLAYERPES2:12 UNDERLAYMSSENTAN 4SY:12STEM D1 SCALE, 3/4'.I'-& IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486'3 TYPE IV, OR ASTM D 6151 PM OY LOW 2B GAS LINE THRU BLOCK — -.r-r FIBERGLASS SHINGLES OVER 090 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.IJ ON J' 0.6.15. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS W TNCK 2 COAT - PORILAM caKrtT FLAMTW APPLIM 044mmT' To MAGONeY I'mO, VlRnCAL TRACK DY MAl. PAGTBm TO TRAGIC almac e ov PRODUCT APPROVAL RE6 CORER LICAD vcmen aTRnTIwAL POR 2.6 P.T. LLD ATTACHW TO PILL CLLL Y F!R APPROVAL REQ s GARAGE DOOR JAMBS D1 SCALE: I I/2'=I'-V i-2X4 °.PF 24. O.C. MAX.— SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT. 2x RAT IRON SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—J,,— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR S' cm a 4: n W/ WINDOW OPENING H R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 4x2 P.T. FURRING STRIPS • 24' O.C. Vl' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER ►90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1.1 ON J' 08J5. SHEATHING OR }' COX PLYWOOD SECURED PER I'-m' FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \__PRE-ENG. GABLE TRUSS WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY R;Eq 0'-0' FIN. FLR e B TYP. WALL SECTION NO OPENING r5_'�1—STORY GABLE BLOCK WALL 21 SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774E078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 b r c 9U13DIV. da LOT: ABBOTT PARK LOT #17 BLK #15 PROJECT* 04181.000-17151 MODEL' 4EBB "1828—CALI" GARAGE BWING: RIGHT PAGE: DETAILS 160 MPH EXP. C Ep as NO DATE: 09/01/20 SCALE: 1/4"=1'-0" mmmmT D1 Tam. 2XA• P.T. • C@PTER OF DOOR HEADER 6E0U01E0 UV (U N' X S' J-COLT IW 4' MIN EMWCtU T W 2' X 2' X V6' WASHER 4 NUT OR UV (2) V2' X 8' ANCHOR COLTS UV 2' X 2' X U6' WASHER t NUT ® SECURE 2.4 ON RAT TO SILK go W/MASONRY 0 09 NAILS, 2X6 6MAC"E DOOIR SIXK SECURED UV (6) VY X 8' J-SlMT OR ANCNIOR m SIMT6, UV 4' MIK !1115E0MR14T. UV 2' to X 2' X 1/0' UWBNER 4 WT. (U WIT14NJ 8' OF TOP, (U WIRNN S' OF THE SIM (3)EVENLY SPACED. 0 0 NOTES: ALL ANCHORS SMALL SIE IN ACCORDANCE TO MANFACT RERS INSTALLATION NOTRUCTIONB WHERE q y.•, Nfi? l T1a1M a Mae! ATRIN6EM GARAGE DOOR (i1BUCK ATTACHMENT emus, vr.r.er CMU L V 1'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE THRJ FRAME 4 EXTEND I-Y4 INTO BLOCK ❑Tf(MitL W/ Y.* TAPCONS SHANC SIZE 30 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END t 18' O.C. MAX SPACING \`-DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLACK +3/4 OR +5/4 ASCALE: RTA. 2X4! m SECURE TO BLOCK W/ 34' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN W OF EACH END t 18' O.C. MAX SPACING. 2X6:m SECURE TO BL W/2-%* TAPCONWMIN. BANK SIZE I45 MIN. HEAD 81Z[E&0 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END t 8• CMN 18' O.C. MAX SPACING. )f' DRYWALL 2X8:m ❑ VX4' OR PX2' P.T. NAILER SECURE TO BLOCK W/2-V OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN V OF EACH END t MANUFACTURES DETAILS. 18' Or- MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +i-1 2" in1 WINDOW TO BLACK +1-1 " as SCALE: N.TA. 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN W OF EACH END t NOTE: STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL V.- TAPCONS TAF'CON MIN. I-Ya' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT I Y4) 'DRYWALL WITHIN V OF EACH END t 18' O.C. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X&t a SECURE TO BLOCK W12-%, 7fr' OAJS. X 4' MIN. TAPCCNS (MIN. SHANK SIZE .145 DOOR CASING MIR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN W OF EACH END t MANUFACTURES DETAILS. 18' O.O. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +1-1%lf C TO BIAC +1- S 2X4:m SECURE TO BLOCK W/ V*' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-W6' NON-STRUCTURAL Vo' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) g. CMU WITHIN V OF EACH END t Yj• DRYWALL 18' O.C. MAX SPACING. I'X2' P.T. NAILER 2XSmw TO BLOCK W/2-Wb'TAPCONS AI %SECURE tX40� (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4)—ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS, 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +2 1 } %1 WINDOW To HIACK +2 1 4 '� SCALE. KTA. 2X4m SECURE TO BLOCK V W4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE t 2X6cm SECURED THROUGH SECURE BLOCK W/2-V.•NON-STRUCTURAL V TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y49 . DRYWALL WITHIN 8' OF EACH END l 'X4' OR DO' P.T. NAILER I8' O.C. MAX SPACING. 2XS� SECURE TO BLOCK W/2-)1(6• TAPCONS DOOR CAGING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300EM MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER IV O.C. MAX SPACING MANUFACTURES DETAILS. NOIb tNM Y Ie®eD Ti R.1M aY� f00 MDr elaC>p!♦'1 DOOR JAMB TO BLACK +3" E WINDOW TO W&Q&-jT— SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 01,9 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6ts SECURED THROUGH SECURE TO BLOCK W/'J-%' NON-STRUCTURAL V*' TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-)4- .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) 8. CMU WITHIN 8' OF EACH END t Yj• DRYWALL IW OTC. MAX SPACING. 2�,m ❑ I'X 4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-W6' 2ND 2X SECURE TO TAPCONS(MIR SHANK SIZE STRUCTURAL MEMBER J45 W/(2A2d WITHIN V OF EACH MIN. HEAD SIZE 300 END t 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4J OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 16' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" WIINDOW TO BLOCK +3" F' SCALE: NTA. 2X4= SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHAWL SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )') NOTE: STRUCTURAL 2X WITHIN V OF EACH END t MUST BE ON OUTSIDE t IV O.C. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL SECURE TO BLOCK W/I-1/4' TAPCON MIN. I-Yi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8. OF EACH END t IS' O.C. MAX SPACING. 'X4' OR 150' P.T. NAILER 2X8tmo SECURE TO BLOCK WA-1/4' 36' CAB. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN V OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Itl16 ellll Y N®eD TO 1'tY� lY� f0o Nm eiCep #'J DOOR JAMB TO BLACK +3-7/I6' RDwW TO BLACK +3-7 16" CT SCALE: K A. 2X4:m SECURE TO BLOCK W/Y4 TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X I8. O.G. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED TWROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL NH' TAPCONS TAPCON MIN. 1-14 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 J 8' CMU WITHIN B' OF EACH END t K DRYWALL 18' O.C. MAX SPACING. ❑ 1'X4' OR I'X2' P.T. NAILER 2X&t SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SWANK SIZE J45 J� MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN V OF EACH END t TTAC 4 TO 2X PER ]V Or- MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" /v1 WLLNDOW TO BLACK . 3 3/4' asSC E: N.TA. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774,4078 www.abcleslgngroup.com L AA 0: 0003325 1 F 41-N9 -1-1- atMDIV. a LOT: ABBOTT PARK LOT #17 BLK #15 PROJECT# 04181.000-17151 MODEL:• 4EBB "1828-CALI" GARAGE BWU4G: RIGHT PAGE: DETAILS 160 MPH EXP. C AA NO DA1`E: 09/01/20 SCALE: 1/4"=1'—O" 8HEET D2 rKvuul.l ArrnuVAL L131111VU-31AIlUAKU PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 F8CR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-RS MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#1S353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2039 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-116 THERMA-TRU EXT. DOORS V-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 1075&1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-117 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 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 UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/31/2020 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngrouµcom L AA S: 0003325 0 6 aysn>ty & LOM11 ABBOTT PARK LOT #17 BLK #15 PROJWT 04 81.00 - 7 51 JJ opxma 4EBB "1828-CALI GARAGM BMWO: RIGHT PAGJM PRODUCT APPROVAL LISTING %160 MPH EXP. C DATM 09/01/20 aCAXAb 1/4"=1'-0" s1 mm" D3 PIEFOR'IED CONTROL JOINTS PLANGE OF CONTROL JOINTS Td BE WEED TIED TO LATH • I O.C. MAX (YERT•A NaM, DO NOT PASTEN C 74TAX JOINT TO WALL EVEN P $TUD EXISTS BEYOND EXCEPT STAPLES LLV SEA�CQITItOLBE LJJa t0 � MP . DURING INSTALLATION —� FASTENERS TO Of SPAGED� • T• OL. MAX VERTICALLY / k THICK 3 COAT CEMENT PLASWM LAYER -2, PORTIPIEIER / BUILDING PAPER APPROVED METAL LATH PASTENED .1' (YERITJ O.C. MAX AT SUPPORTS Ulm LAYER M, STUCCO UFAP WOOD SHEATHING LATH SMALL NOT — ...._ SIR �INIIDUS r• TO e• tl r• To r TWROUGH C0NTRM \ JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE PER ASTM CImi3 PROVIDE 2X4 BLOCKING PLACED FLAT MAX. Y TO a' \ FIRC'M CONTROL JOINT WEN CONTROL JOINT FALLS ON Nam, / 6TRUCTURAL STUD LL FASTENERS FOR LATH TO Ix NAI.6 ORR STAPLES IN COMPLIANCE W) ASTM CW63 i 2. WIRE TIES TO BE (NO. 16)0ID4T9' W M / 3. BLOCKING S 40M MAY BE IN ADDITI TO WALL STUDS PM=UtW PER PLAN / o_7r........ �:pEs OLIYJLD110 •R.A @rao OLFaD — - PI. A 1. COWAN • PT. a A CPWAOE • Pr. C OI FOLD OalAM r R. A T. CPOIAM • Pr. a POW 6 • ® L FOLD NY10 • IR. A T. CIOIMR • Pr. 6 ► CI�4eE • F.T. e ♦ Pao FT. C OYQ! Pr. a TLL Fr. C TOYG!! e017a Pt-A110E v�"` aonol® FLMID! YMTL[ TNMr SAL POW. oQ ISM On NOIEL APPROVED ISULDING LLR/if• SHALL BE LAPPED A MINIMUM OF 4'z4' SELF -ADHERING MEMBRANE 6' VERTICAL LAPS (ROLL FLASHING (COMPATIBLE UI Hg16E ENDS) 1 6' • HORIZONTAL LAPS. WWP MATERIAL)OVER 9• ALL SEAMS NEED TO DE TAPED LATH VERTICAL LAP TO BE 1' APPROVED HOUSE WRAP, `•, UpTH FORTBER SHEATHING TAPE PLASHWm TO E)[TEMID ONTO PIPE / \ 1. OR LESS PIPE / \ PENETRATION / r nX ur • MEru uTN \ IT METAL LATH WINE, LAYER N, STUCCO uMRAP b• MN PAFRIe LM DW ONLY / I 00 LAYER -2, FORTIFISIER \BUILDIHG PAPER I 2 SCALE, I IR'•I'-0' KICKOUT DETAIL M=. SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEIDER6. THEY SMALL BE TIED UNT1400416-11N. (1214'") WRE AT INTERVALS NOT MORE TWY19• (221-M M)L AS PER ASTM CI411163 TJDA FOR REPAIR OF TEARS IN UFB LAYERS, TEARS MAY BE PATCHED U 44OUN LLFAP TAPE PER MAMP. SPEC, OR PEEL 4 STICK WRIT. LAY LAYER R, FORwm 1 L 1 suit a PAPER(FR.U•12 Oar) Wm LAYER % h STUCCO Laele rt1•ME CHLY) LAP LAY" OF MU LDw k~ OVIM N•ILw FLANIIA &TOP M wrier a"1°a°'°» �.,aH• FRME a4 av I .. ROOF sr uIALL FLneHla6 y QQ )UOGQR FLAeIw roe \ DOTAW '. FELT U DNIRAYMaV yam•( ...— "?M TOM ORAL (000 a• ROLORR DD Nor arts wr TTO O ATSOTra+ a eNtaLa PDa,.n o^ •idly sMLL M,e.Rcrlar DEIP m01� OMO-M EXTIM yr "liN ONRATHw, M IGMAN AIJ.Y PAOTM 4' OC. MAX FASCIA sRY WOOD "An BwLOrI PAPEF aTuw CUT AND OVERLAP ONE SIDE OF SELF-ADW MG MEMBRANE PLASHING 01 i' THICK 3 COAT CEMENT STEP PLASTER METAL LATH Wm LAYER -2. FORTPIBER BUILDING PAPER WOOD 6WAT14MG WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — REQUIRED TO SECURE PIPE/ WRE TO PRAMMG \- CUT AND OVERLAP ONE SIDE OF STEP 02 FPLEAGW o Rrt+G MEMBRANE am LAYL• % SADW WRAP 111111115 LAYS! 4, FORTIREER EWLOINS PAPER METAL LATH 61rt61 SELF -ADHERING MEMBRANE PLASHING OVER 4'x4' SELI'ADFEiRING MEMBRANE FLASHING OVER APPROVED 4HOUbL UARAI•. PLAEH61fs TO EXTEND ONTO PIPE 4'a4' SELF -ADHERING MEMBRANE FLASHING OVER APPIVV[D HOUSE WRAP. PLd6MUJG TO EXTEND ONTO PIPE %* CONT. BEAD OF SEALANT INSTALL APPROVED HOUSELLRAP AIR "ILTRATION BARRIER OVER 6MEATHING ELASTOMERIC COATING OVER 67UCC01 C.V. PSSSH (SEE TYP "L 6ECTIaV SECTION PER SECTION (117113.7 ESMIor IEUrim ant! piwh m Exterior use of portend cament plaster shad comply with the application requiremeMs of ASTM C 920-12A. Instafiaton of exterior Eat lrV and fmn" shall wth ASTM C 1063-12A. PIPE PENETRATION DETAIL (FRAME) NMTMSM LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER ...... - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO 6ELF-ADHE51VE FLASHING - - - - - NOTE - METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-0g, MIN. 2.5 L55. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN SLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 www.abdeslgngroup.com AA S: 0003325 7' w aQ Ip �r C k�k 6 TO 14 6. I L �4A o i SL lmm de LOT ABBOTT PARK LOT #17 BLK #15 PROJECT# 04181.000-17151 MODELA 4EBB "1828-CALI" GARAGE SUING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C -< n PRINT 09/01/20 DATE: SCALE: 1/4"=1'-0" SKEET WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS, E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.Yi CAULKING • JOINT ALL AROUND PER SECTION R703.7 EAvlor lethkw and Ow1wing 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. WRB LAYER 'I, STUCCO WRAP I ... HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (CURB LAYER 01, STUCCO LURAP) LURE LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 0 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP t SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER `QUICK FLASH' CUT OPENING IN APPROVED HCUSEWRAP FOR BOX INSTALLATION A VENT PENETRATION WRIS LAYER @I, BGALE= N.T.S.TUCCO WRAP NT ELEC. METEF VERIFY LO G-w_ n I V I�GI.i)=1 Y G STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('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 WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE 'D' PELT-PROVI SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 1UF6 LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH -T/8' TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • V O.C. MAX Wyz & ADHESIVE KASHWA CLEAN MASONRY BEFORE APPLYN Q HORIZONTAL WEEP SCREED (FRAME TO BLOCK! 8' WRB LAYER h, — STUCCO WRAP CUT 'X' INTO SELF -ADHERING Y\ MEMBRANE FLASHING APPLY SELP-ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER 7 STEP #2 WRB LAYER h, STUCCO WRAP APPLY 60 MIN SEE GRADE 'D' FELT ® MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 11R3 LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIG COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP "re OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748079 FAX 407-7744078 www.abdosigngroup.com AA 8: 0003325 1 obit kbk 6 kbk 6 1sv8aly ae LOT: ABBOTT PARK LOT #17 BLK #15 PROJECT# 04181.000-17151 MODZIA 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C DPJNT ATE: 09/01/20 SCAIX: 1/4"=1'-0" BHEET dd A2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' CORNER BEAD (FASTENER 4 SPACING a l' O.C.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.ebdesigngroup.00m AA 8: 0003325 J 7 3€3 a to ' 4n J aUDDIV, & LOT: ABBOTT PARK LOT #17 BLK #15 PROJECT* 04181.000-17151 MODEL. 4EBB "1828-CALI" GARAGE 81YING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C n TE 09/01/120 SCALE: 1/4"=1'-O" SHEET WA3 LEGEND DRAINAGE PLANE (WIQS LAYER "I, STUCCO URAP) WRB LAYER 02 (FORTIFIBER — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOW "ATHM6 WEA THER I�lFSISTIVE DER P818TTVE / \ 9L'�Y AL 81DM6 , / / I \ FLABHM- HERI� LLV6L WOEPLAGHW. < \ j �7 DE�818TIVE STARTER STRIP / `� \\ DER 1IMISTIVE I I `\ 4r S' SEL.F-ADbE MW lksfm onI FLASHMG \ � ' GALVV METAL GALVD FETAL 'Z' R.MHMG W F LA64M MLL 77��an RII6. M�I'Eh1OER / X 6 ` TTE�p / uyb MEMBER \\\, / OR APPRO ft GAP ICAUL 4 �T \\ dlA2 SIDING TO STUCCO 0 BLOCK TO FRAME 9 TRANSITION WOW SHEATHMp WEATHER RESISTIVE lkamER m DA11WlR RESISTIVE �X.' x l Y.• A- RC, i' I/ \ F6. LASHM6 HERMG BOARD 4 eATTE l as b''�P'•ADHERM6 < ` i LLEATHER RE818TIVE BARRIER , AR TER, STARTER STRIP / \\ \\ W AITHER �ESTIVE `\ \ V `F' SELi P— HERING NG GA.VD METAL METAL � ' — 'Z' FLASHM9 'Z• R.A04M OR HARDIE TRIM PER ELEVATION CAGOEAQ W. / \ HARDIE TRIM PER CLIVATWN AL GAP \ 1 / OR APPROVET cAfim SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7744078 wwwsbdesigngroup.00m AA 0: 0003325 o m aUSDIV ds TAT: ABBOTT PARK LOT #17 BLK #15 PROJECTp 04181.000-17151 MODEU 4EBB "1828-CALI" GARAGE 8wna0: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C S E D 4 09/01/20 SCALE: 1/4"=V-0' a MET WA4 T/S' TEXTURED \ FINISH • WOOD, !' IA' TEXTURED ----._+.----i - - - 2x6 SUB-BANb FNISH • CMU J W/I'x4' NOTCH A j END, WRAPPED IN METAL LATH -------- ---- --------- PEEL a STICK METAL FASCIA WRAP SHEATHING OR cm 1\\ TU ------------- - - DRIP EDGE /1 I ! / I \ ! \ STUCCOO WRAP(FRAMEONLY) WRB LAYER St, FORTIFISER BUILDING PAPER 1/8° ° YYY l/8' TEXTURED I (FRAME ONLY) j FINISH m WOOD I \\ 2x6 Sue BANo 1/2' TEXTURED \ dl FINISH oGMU % \\ ROOFING CEMENT \ DRIP EDGE METAL FASCIA \ WRAP YB' FROM \ STUCCO, I' FROM �j \ \\ ---------------------------------- ' a' WOOD WALL \\ i—EXTERIOR WALL \ \ (FRAME OR CMU) `\\ \\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ©PLAN A � © FL AN 8 METAL KICK OUT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH A CMU -2x6 SUB -BAND W/I'x4' NOTCH 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 e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -BAND W/I4'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• x .- x x x x x x xj. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x J x x x x x x x x x x x x x x x x x x x x x x x x x x x x fL x x xx x x SUB BAND DETAIL ® WALL W,/KIC K-OUT TAME OR CMU LT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK #ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH e END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 Ni RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA JJ: 0003325 b R :+ o b 3 fABBOTT PARK LOT #17 BLK #15 PROJECT# 04181.000-17151 MODEL' 4EBB "1828-CALI" GA1tAGE JIVING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %J60 MPH EXP. C 39'-8" 28'-8" 9'-8" 7-6" 15'-10" 3'4" 36'-2" X-6" !4 SLAB FM-12X18— — — — — / 4" CONC. w SLAB ILL ^ i r K r I a *3 1/2" LF-24X24 l, i 10 r 1 FM-12X18 EXTEND ��/ 1.1 SLAB 1 1/2" 4"PVC CHASE i i� r, r, r, it tTO0— I I P OF SLAB I r, �/ �r LL I �r �r , Ix i� ;i I .I i� I /r , 5'-0" i 15'-8" 1 bl TE-1 +75 1/2" ° 2,$" 17,-8" 5 3.-0" . I I I � I I N LLI . I 1 EXTEND SLAB 1 1/2" 2 I4 CONC. �� FM-12X18 I SLAB 4 wl I *3 1/2" al i LLI 3o ILL I �---- 2 .4-71/2' 1.1 R L 1.1 FM-12X18 1.1 J _ _ _ _ F C-12X18 ' — FM-12X18 — — — — — — FMCA 2X18 — 0 4 4 1.1 1.1 10'-2" X-10" 4'4" 2'-8" 16'-0" 2'-8" 14'-0" 21'4" 39 -8" FOUNDATION PLAN SCALE: 1/4" = l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATED #5 BAR, E IINDICATES #6 BARJOINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 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 I REINF. REMARKS W I AXW1.4 OVER GENERAL 3 1/2" 16X6 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 TE-1 8' - s _ (+", FM-12xl2 12" CONTINUOUS 12" - O#Ss _ + "-0" FW12x18 12" CONTINUOUS 18" - (2)#5's (+W-0" FM-16xl8 16" CONTINUOUS 18" - s FMC-12x18 12" CONTINUOUS IT - s #51N CURB VARIES 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 wwwAbdeslgngroup.com AA #: 0003325 �a h S h tl 6 H 10 auBDIV. & LOT ABBOTT PARK LOT #17 BLK #15 PROJECT# 04181.000-17151 MODEL" 4EBB "1828-CALI" GARAGE 8TrMG: RIGHT PAGE: FOUNDATION PLAN 160 IRH EXP. C D A7�E." 09/01/20 SCALE: 1/ a4"=1'-0" s1 30" MIN. EACH WAY e MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED Q CELL SEE PLAN FOR SIZE AND ¢ d O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a O� SPACING REQUIREMENTS - GARAGE DOOR a� w U w .I_ �P. ram— LLI RECESS m U d J 8" CMU WALL N O ¢ 8" CMU WALL _ • t CORNER BARS, SAME SIZE AS LARGER BAR I � W w= 6' O io g --g' Z o I IN FOUNDATION WITH 30" LEG EACH w U NN -0' +-0'-0" .e WAYATALLCHANGES INDIRECTIONS �� TOP OF SLAB-0° TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS • MATCH AMOUNT OF CONTINUOUS BARS .. ... CURB FOR • EXT. PORCH SLAB a - SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1 STORY) #3 18" .. .. ° EXT. PORCH SLAB -VARIES ttt((( SEE SLAB SCHEDULE TO OF GARAGE I•I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �=p, AT ELEV: W/ i/2" ISOLATION JOINT (INHERE 0 ' CHAMFER (2-STORY) #4 24" W/ 1/2" ISOLATION 4' CHAMFER (ISTORY) • 6"CHAMFER (2-STORY) 0'-0" APPLICABLE) Z SEE SCHEDULE its 30" JOINT (WHERE APPLICABLE) Z • • EE SCHEDULE 4, WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING � FOR WxD, BAR SIZE 36" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #T N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'•0" @ GARAGE SCALE:34"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING r SCALE: 3/4"=1'-0" SCALE: 3/4"=i'-lY' LAPTOP PLATE A MIN, Of 48" — TOP PLATE A MIN, OF 48" ----�� AND NAIL W/ 16d COMMON 1!LAP 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 WI PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w ' 2xAOR 2x6 W000 BEARING PROVIDE BLOCKING WALL W/SYP WA L 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED j o. NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O d SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. W/FLANGE @ BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 8, UNO FOLLOW ALL MANF. pLATE EPDXY 5-1 /2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY NAIL 16" OIC STAGGERED. 4 ¢ ❑ SIMPSON SPH4 OR SPH6 MAX. = K SPECIFICATIONS FOR U ¢ BTM AND TOP PLATE ADDITIONAL METAL = a0 USE AND I ANCHORS W/ tOd x 1 1/2" CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4" X 21/4" F- PREPARATION OF O HOLE. COMMON NAILS FILL ALL y REQUIRED WHEN NO N UPLIFT IS PRESENT. TAPCONS z o HOLES, DO NOT USE 10d w w z3" 22 SEE SLAB SCHEDULE it SEE SLAB SCHEDULE O ,QQ TOP OF SLAB _�4 P OF SLAB 4"CHAMFER(iSTORY) �, ° 6" CHAMFER (2-STORY) a.�_ %4_ . • .a—�n . 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 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 6QALE:34"=''-0" (W/UPLIFT) $ SCALE:3t4"=10" (NO UPLIFT) SCALE:3/4"=1'-0 LAPTOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C 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 0' PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO O BTM, PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w 16" O/C STAGGERED. ADDITIONAL METAL U v d CONNECTORS NOT U 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. m Z POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) - TOP OF SLAB+0'' FRAMING SEE SLAB SCHEDULE 2X WALL .I• SEE SLAB SCHEDULE 1/2" DIX SIMPSON STB2 BOLTS 6" Z MINIMUM EMBEDMENT INTO TOP OF SLAB g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB 'i"T SEE SCHEDULE SEE SCHEDULE . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO �1INTERIOR FOUNDATION WOOD WALL AND COL. PAD BLOCK WALL CONNECTION scALE:3/4"=V-a' (NO UPLIFT) SF=OOTI�N[G SCALE:3/4"=V-0" j SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH:407-174-6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 M O � k 6 WII BVHDIV. Sc LOT: ABBOTT PARK LOT #17 BLK #15 PROJECT* 04181.000-17151 MODEI1 4EBB "1828-CALI" GARAGE 8TIIITG: RIGHT PACE: DETAILS 160 MPH EXP. C DATE'. 09/01/20 BCALE: 1/4"=1'-0" 8iIEET S1.1A DOWEL PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdaslgngmu p.com L AA #F: 0003325 04 D "akko 6 io ILI J 8tmDm ae LAT: ABBOTT PARK LOT #17 BLK #15 PROJ=T# 04181.000-17151 MoDEr.d 4EBB "1828-CALI" GARAGE 811ING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C SEP D TZ 09/01/20 8CALE: 1/4"=1'-0" 8HEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK -GROUTED BOND BEAM f a N • i ea. O CLEAN OUT REQUIRED w FOR INSPECTION ¢1 e a� FIN. FL!- •' TA0'-0" ElREBAR TO HORIZONTAL - REBAR W/ I HOOK BAR SIZE 48 BAR DIA. �-- Z W #3 18" > #4 24" #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT, PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z � STEEL REINFORCING IN GROUTED CL CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS mW J O rn Z 8" CMU WALL 0 SEE SLAB SCHEDULE Z w BAR SIZE 48 BAR DIA. 4"CHAMFER (iSTORY) / 6" CHAMFER (2STORY) #3 18" • #4 24" Z MATCH STEEL #5 30" i REINFORCEMENT #6 36" PER SCHEDULE #7 42" SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" NG REINFORCEMENT PER SCHEDULE #5 BARS M. a ■ 4 CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS )r. 3 SCALE: 3/4"=1'-9' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abd•signgroup.com AA 8: 0003325 F 4 4 O iKKs 6 <o StMDIV. AC LOT•. ABBOTT PARK LOT #17 BLK #15 PROJECT/# 04181.000-17151 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH ENO, O/C = ON CENTER, F.E.S. - FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi)WklSIZi, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH O O S4' (42') PRECAST =31 4'0 (48') PRECAST 190 4'4' (64') PRECAST 1800 S4' (84') PRECAST 1217 8'-18" (78') PRECAST 1062 Sr (78') PRECAST on 7'4' Rn PRECAST 743 74- (112') PRECAST 554 1I4' (12S) PRECAST 478 11'4- (138) PRECAST 362 12-(r (144') PRECAST 337 17-C (1W) PRECAST 206 14'4' (10n PRECAST 279 14'4Y (17n PRESINESM NA 1S4' (164') PRESTRESSED N.R. 1Td' (208') PRE87RE86FD N.R. lf-T M2 1 PRESTRESSED N.R. 21'4' (An PRESIRESSED N.R. 274. (264) PRESTRESSED N.R. 24'4' PRESTRESSED O��OmO� 0mm0�00 �mo��om �omo�oo ®OODOm 0®�m00m 0©omo �m00000 �mm000I!!C83�1 Om�0000 iF�E�00ti '`1Q ��m00�0 CJmm00G'1'1�1!1 D�mm�oo oommmov m�o0moo ��mm�m0 0 D��0�0m 0��0®mm 12�9 N.R. 12e 1 an 1 460 1 W4 1 eel 1 1eM 1 1177 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM WT-E LOAD TABLES' BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `►A SAFE GOAD/MRA1 SAFE LOAD - POUNDS PER LINEAR FOOT S4' (42') PRECAST I 1024 I SO (4n PRECAST 4'4' (48') PRECAST 766 708 1305 4Nr (4a') PRECAST 4'4' (54') PRECAST m 501 1073 4'0 (54') PRECAST F4- (641 PRECAST 411 411 745 FW (641 PRECAST VAV (709 PRECAST 340 339 610 V-10' (TM PRECAST 8'4' (M PRECAST sm 721 400 6'4' (76') PRECAST Td' (W) PRECAST 424 534 303 T4' (W") PRECAST yr (112) PRECAST 8T6 512 230 VW (1121 PRECAST IV4' (128') PRECAST 284 401 180 I(Mr (12" PRECAST 1T4' (136') PRECAST 250 452 154 IT< (13n PRECAST 12-V (I"I PRECAST 244 402 137 174' (144') PRECAST IT 4- (10n PRECAST 217 324 110 1TW (18M PRECAST 14'4' (18n PRECAST 206 203 100 14'4' (I 7 PRECAST 14'4' (176n PRESTRIMSED N.R. 254 91 14%r (176') PRE917RE8 15-4' (1841 PRE81RESSED N.R. 251 83 1S-T (184') PRESM 1T4- RM PRESTROISM N.R. 194 64 17'd' pM PREBTREB 1S4' Mr) PRES7AEMIED N.R. 14S 52 1S4' Mn PRE81RE8 21'"P Mn PRESTRESSED N.R 125 42 21'41' (nn PROM 274' RNI PRESTRE88E) NR 116 40 22-4' (284') PRE8TRE3 24'4Y (288') PREFMMED I N.R 91 1 33 24'4' (un PREmm (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE MINIMUM C OF BEARING PAST EACH BIDE OF NRNDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = T-0" i"I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 4074744078 FAX: 407-7744078 www.abdoslgngmup.com AA #: 0003325 fi y m O KK 6 3 4n vi S. i 28VHDIV. a LA a ABBOTT PARK LOT #17 BLK #15 PROJECT# 04181.000-17151 MODEU 4EBB "1828-CALI" GARAGE 11WINO: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10" HOOK 1 -7• 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 NOTES TO THE INSPECTOR/CONTRACTOR TYP. V'x8" ,. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM fO 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �OF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'7Xw- ro 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM — 04 COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 / REIN ORTOP OFCIIE G FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. X 0 8z16 OBL. BOND TOP OF / T Q�E BEAM W/ (1) #5 BAR BOND BEAM •\O 0 EACH COURSE di ti G 8x8 BOND BEAM TOP OF BOND BEAM F = FILLED W/ GROUT .�t\O U =UNFILLED GROUT SOLID FROMTOP .q1\� NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT W/ (1) #5 BARJOF BEAM COURSE SEE NOTE 5 b;. 16-1 T/ 1 M/ B 8x8 PRE -CAST CONCR 5 iL LINTEL WI (1) #5 BAR ( NOMINAL—�� Q� HEIGHT # OF #55, TOP LENGTH OF BAR = WIMASONRY 6 OPENING -2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX-1T/1 MWOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE: 3l4"=1'-0 AND XFXX- IT/OM108 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND XUXX - 1T/IMN8 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - lT/0Ml0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN WINDOW SIZE300 MIN EMBEDMENTD1 1/4") 8" FROM EACH END AND 18"0.C. MAX. MIN 1-1/4" EMBEDMENT . 319" 2x6 (MIN 2 X 3) 2-3116 TAPCON i�t PRE -CAST d OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SZE .300 SILL MIN EMBEDMENT 1 114") 8" - SLOPE FROM EACH END AND 18" O.C. MAX, MIN 1-1147' EMBEDMENT � 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT, 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT SB SHEATHING TYPICAL MASONRY WINDOW CMU WAL CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 5 SCALE: 3/4" =1 •-0" SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM go d N. RONALD REAGAN 6L LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 W F� q a aLTHDIV. de L/OT ABBOTT PARK LOT #17 BLK #15 PROJECTA# 04181.000-17151 MODEL. 4EBB "1828—CAU" GARAGE S71ING: RIGHT PAGE: DETAILS 160 PH EXP. C DATE: 09/01/20 SCALE: 1/4"=1'-0" eFIEET s2.1A- 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) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24' O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO 12 BRACE TOP OF WALL. —n — r--n--x-- I :EV ,gyp N 1 II 9 0 1 N II In 18 I IppI 11 11 1p1 fl fl fl Al 3.1 p ATpTACH4'-0" LONG ASCAB TO N N 8 I SNN TRUSS�(46" O C. / NAILS FROM EA. END) (d q Rop1w saea��ateaa=asmmsas:a fIIT, 1 s.aea=bate maxzaem as�a I III1j I yl__ I =s m=®.soot .... aamaaa I I I i®:aaa:�msaaaa=mt =: I I 22"x544" �AaCCE=SS= I a= a I I I I I I A m=a a== as®a 1 I ar I FRAMING PLAN SCALE: 1/4" = 1'-0" OJ1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744076 www.abdesigngroup.eom AA#: 0003326 A 1 g3�u i O 6 b 1 9 >9UDDIV Ae LOT: ABBOTT PARK LOT #17 BLK #15 PROJECT# 04181.000-17151 MODEL• 4EBB "1828-CALI" GARAGE awlNM RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C DAIS= 09/01/20 BCA=: 1/4"=1'-0" 81MMTT /._J 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 1IM x 1 PLYWOOD SHEATHING, SEE NAILS TO TRUSS "ROOF/WALL/FLOOR TRUSS HTSM20 TO t1/ N B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ANCHOR WITH NOTE: APT SYP #2 2" x 4", AND TRUSS AND (4) it4" z 2 1/4" ( "x SHEATHINGTO x 1 NAILS TO TRUSS NAILS TO MAY ADDED 6", 8" z 4'-0NAILS, TITEN 2 ANCHORS FASTENER SCHEDULE" STRAP, DBL STRAP, 1 EACH SIDE WRAPS UP AND DBL , .1 R GIRDER. GIRDER. PROVIDE 5" O W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL 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 6", B" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 4" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 114" ADDITIONAL PLY MAX. TOTITEN LGT 5 GIRDER 2 ANCHORS TO CONTINUOUS BOND BEAM 1z2, 2x WOOD FASCIA ACCOMMODATE TRUSS IT(4)J'xSIMPSON N HO T (12) SDN WITH (4) �" x 5"TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }" x 2 k" TO GIRDER 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, lx2, 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 W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV, COMMON NAILS. (2) }" x 571TEN HD TO CMU AND (18) SOS }" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV, COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND 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 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 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 "_''-0" TYPICAL ROOF 3 GIRDER CONNECTOR(S) SCALE: 2a 2b 2c - SCALE:3/4"=1'-0' GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d ® EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING LSTA1220 GAUGE SEAMS) W/ 10dx1/2 HOG NAILS 0'4" TO 30'-0" (1) "X" BRACE EACH END. TOTAL OF 10 39-1"TO 60'-0 (3)'X" BRACE SECURE 2x8 PT. PLATE PER ELEVATION (1) "X" BRACE Q CENTER TO ELK W/ 12" DIA. '-• —""— FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" GIRDER 6'-U' MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" K SEE ARCHITECTURAL MIN. EMBED. AT 32" OC ELRELrVATMAX. I �® tx4 DIAGONAL .PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 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 PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD j U MAY NOT BE (2) 10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) >0>: N a F- REQUIRED TO BE INSTALLED 16d 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 & (18) 18d x OR SEEBONDEDULE FOR 2x4 WOOD BEARING 2-112 NAILS TO POST., BEAM REQ. L / S 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 ° s 1/2" GYP. WL BD. 1x4 BTM, CHORD BRACING 6-0" O/C END WALL OR OTHER . • MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF ° .� # < i - • . ° 10'-0" O/C MAXSECURED W/ (2) tOd COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING 6 PRE-ENG'D TRUSS SCALE: 314"=1'-0" GIRDER/WOOD POST CONNECTIONS SCALE:3/4"=1'-0" ea . 5 SCALE: 314"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. 4 SCA`E:3/4"=''-a' (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4'1) HOLE EDGE>5/6" USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLE DIAMETER < 2/5•D SGL. STUD OUTER 113 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 (F1 AND F2) LOAD CAPACITIES HOLE EDGE >518" 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, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 04, SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5'D DBL. STUD STUD NOTCHING NOT USED NOT USED 11 ALTERNATE MATERIALS AND BORING LIMITS 8 SCALE: 1 1-=1'-0" 9 10 SCALE:34"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 ID GS o O m X 0 BVHDIV. AO LOT: ABBOTT PARK LOT #17 BLK #15 PROJBCT* 04181.000-17151 MODEIa 4EBB "1828—CALI" GARAGE 81IING: RIGHT PAGE: DETAILS 160 MPH EXP. C IZE DA .. 09/01/20 SCALE: 1/4"=1'-0" SHEET S3.1A VTCR SPACING (1) AT EACH END Il�jhll 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d EA, 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (i) "X" BRACE � I �I'111111 30'-1"TO 60'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS II IhMI (1)'X BRACE 0 CENTER "X' � IhIIM (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ ° (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR IL SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW O lx2,2x WOOD FASCIAfENGINEEREDWOOD NNECTION PER SEE ARCHITECTURALUSS MFG. 2x SECURED W/ (3)16d GALV. COMMON NAILS. 4" O/C, 1x2 SECURED W/ 10d DRAWINGS GALV.COMMON NAILS CONT. 2x4 RAT RUNPRE-ENGINEERED 12" O/C AL SECURED W/ (2) 12d's Q MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS - n L SCALE: N.T.S. W/ HIP RETURN SCALE: 3/4"=V-0" PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS N-0" O.C. (AT 0 PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 112" DIA. ANCHOR SOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W112d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED Wl (2) 10d's Q EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=l'-0" d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407.774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 T -8t 1 F G kbk 6 kbk 6 BUDDIV. & LOT: ABBOTT PARK LOT #17 BLK #15 PROJECT# 04181.000-17151 MODEL: 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C SEP PDA MI 09/01/z0 SCALE: 1/4"=1'-0" SHEET S3.1B • �A IV N q GABLE -END HIP ROOF _A ROOF WIND DESIGN PRESSURES 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, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Bd 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 R 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 Bd RING SHANK, 21/2" 0,120" 170,000 RI RINGS SCREW SHANK PIP I PER INCH) Sd SCREW SHANK 2 112" D120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR BHEATHINO USE 1f2" COX OR 7116" O.S.B. PLY WITH Bd 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 MANUR SPECS.) SEE DETAIL. 6d RING SHANK GUN NAILS GQ 4" O.C. TOP & BOTTOM EDGES JQ 2 . Q � w . y�y LL 2 V = U cD , J Z Y z U) (i O . z Go Go TOP CORO BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR T R ASS -_ .--_-',, -_� - - I ' '1 ----_1 '1 G s ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRMNNG Bd RING SHANK GUN NAILS . 7� 6" O.C. IN FIELD P.EXT. S AC EN O -SHMUHMIN7Z TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6,.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 ASTM C33. MAXIMUM AGGREGATE SIZE SWILL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%NRENTRWNED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD. NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EDGES TO BECHAMFER®314'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017. Sth EDITION EXPOSED OF CONCRETE ARE 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. Po - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI ANSI FOR THE DESIGN Of PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL L MEMBERS 013 E 7-10 AND AIS COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS UPPEO6INCHES AND SEALED WfTF1ADHESIVE TAPE A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES TREATED. SHALL BE RATED TQRETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: 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 THAW%! GF 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, 61h EDITION. SEE NAILING SCHEDULE ON PLANS. TO 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 STRUCTURAL. DEPENDING 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 BUT 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 Al85, 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 3'-O' OC EACH WAY. • TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFTRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA.O 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 OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMEDAND SHALL THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. L NO REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE 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 TP144, -DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION;, AND 'TPIWTCA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 10 psl 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 -co -rt REVIEW. 7VP. MIN LAPS SHALL BE AS FOLLOWS; #4 BAR - " #8 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - " #7 BAR - 42' 30 DEADLOAD OEADLOAD 16 pif TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: SOW, STAIRS: 40Psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 sf FOOTING P 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' d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C 94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSS IUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. RECUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/1' FOR 05 AND SMALLER 2. FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS f-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS PROVIDE 38' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58,1-1982, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING 70 MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. 'SPECIFICATION MASONRY STRUCTURES- (ACI 530/ ASCE 5rTMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90. GRADE Pm - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M' OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL 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 STRUCTURALSTEEL: 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 ASS, Fy 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy - 46 kEL STRUCTURAL PIPE SHALL BE ASTMS3, GRADE 8, TYPE E OR S, Fy a 35 W. 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-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SME TYPE SPACING REMARIt9 APPLICATION 91IF TYPE SPACING REMAPKS hTPT u-INGTO MASONRY I CONC. CASE HARDENED COR I - LONG. B-bC GNUGE DOOR COCK TO MASONRYIODNC. NO WASHER FASTENER FASTENER B,Go 1I-BED.,4-ENDDIST., I -EDGE GIST. EGG, AL. EM.WOR9 1.PT,SEENOTEO CASE HAROENEDCGk NAIL 11/YLONG. a'bC STAGGERED WINDOWIO FASTENED INTO MASONRY/CIXK. G EDOOR BUCK oNA9GNRYKANc. TMETALSTPAP 12'DM. W/ ASHER EItPAN310N BJli 2d'WC 4'EMBEO„4"EFD bST., -DGE DIST. WINDDw BDCK CASE HARDENED C00. a'Q'c WINGOW/DOORI FABTENEO TO CONTACT THIS ENGINEER FOR SPACING IA PT. SEE NOTES NAIL 11-DNG. STAGGERED INro MAsoNRrrbxlc. MABONRYI-. REQUIREMENTS EXi. SWING WOR (1)Y1BON. 'TAPCON' 11R"EMBED, O"EW. NON -SEARING WOOD rlY" EXPANSION d'EMBEO. A-N. RC O/C E. BUCK R. PT. SEE DATE a NO WASHER PASTIER DIST„ I - EDGE DIST. WALL TG WNC. SIAB WI WASHER BOLT ST., J' EDGE TTW �WDOW BUCK I,, ... ..IIE IO° POIC FND...T..1 t?' O STEEL COL., SEE WIWASHER STAGGERED EOEDIST. NOTE 0 I STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED _ 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL 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. IX MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPGONS OR PAF TO THE SUBSTRATE. i441 N. RONAL.D REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 4 1 Till. I evHDIV do LOT ABBOTT PARK LOT #17 BLK #15 PROJECT# 04181.000-17151 MODEL: 4EBB "1828-CALL" GARAGE 191WWO: RIGHT PAGE: DETAILS 160 MPH EXP. C I stN PA AW A AB0004AM IIII AR NO W723 1 .0 Pmpff DATE 09/Ol/20 SCALE: 1/4"=1'-O" a ET SN1 00 yo-Dl-