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HomeMy WebLinkAbout7748 Davie Ray Dr= 1 99 1405 99 0 3EKB 0 EVP1�1�G Y OTN pR {G pN�R�1�s rOD �E Ec�R170, V� 10 NE G\� OF HOMES R�'.� of 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel- (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 r TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX �F DRAWINGS .maM Bun=G QpDg, gm E11'10N (amp • AM IBM MDSTATE CODES •OCCIIpANCY — RESIDENT" GROUP R3 :CONSTRUCTION TYPE — VB '�• INTERIOR FINISH — CLASS B -BASIC MD SPEED — Vult=160 MPH ve>Ia=124 MPH •�'OSURE _ C •1—STORY RESIDENCED.G. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. A/C AIR CONDITIONING LUM. ADJ. ADJUSTABLE M.C. ALT. ALTERNATE MFR. AMP. AMPERAGE MIN. BD. BOARD M.T. CL CENTERLINE MTD. CAB. CABINET MTL. CL°. CLEAR O.T.S. CLR CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLY. DUAL GLAZED PR. D A. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL PAD. OF. DEEP RA.G. DR DOOR REF. D.S. DOWNSPOUT SM. DTL. DETAIL R.O. DEW. EACIHVASfiER S.D. Q.Y. QUALTIGN SHT. EXH. EXHAUST SHTHO. EXT. EXTERIOR SHWR. F.GJFX. FIXED GLASS SIM. F.G. FUEL GAS SL. FIN. FINISH SL.GL. FLR. FLOOR STD. FLUOR. FLUORESCENT SWS POOR' FFRENCH OOTING DOOR TEMP. GAR. DISP. GAARBAGE DISPOSAL UGE T.O . G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GL. GLASS TIT. GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE BIB H.C. HOLLOW CORE V.P, HDR HEADER W. INSUL. INSULATION wo. INT. INTERIOR WOW. W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOTE°SCALE ONCENTER PROPERTY LIKE PUSHBUTTON PHONE PLATE PAR °OD PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SMOKE DETEC DETECTOR SHEET NC SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL TEMPERNED GLASS CK TTOOP OF CURB TOP OF PLATE TYPAB TYPICAL CAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION ovaeels BID BET ISSUED ARCHITECTURAL SHEET # DESCRIPTION Vb4Vft ADDED LED LIGHTS TO KITC1 EN N BATNRDOMB PER MARK BODES PG Ci-COVER SHEET PG GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2C—ELEVATIONS "C" PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS d*t2Vne ADDED EXTENDED OVERI+ra+r:ATIMARDOOR avem ADDED BOLLARD AND RtrMvED SNW DOOR M o. BAN OS/1t119 REVISED LAId'aE BNO BELOW WRCAL TO 6' BAWD TO MATCH GARAGE VW6119 FRaMEWALK REVISIaNb Ig/Qfa ADDED WV LAYOUT 10/1BA9 ADM 4' TO CLOBEr IN BEDROOM vvMv REPLACE UBP CONNECTORS WITH SIMP "CONNECTORS MIC/20 ADDED OPT. REAR A/C LOCATION • 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 r SQ.FT. CALL. S LIvWj IACD b a FT. GARAGE 243 Ga FT. ENTRY 20 Ga FT. TOTAL Ibb$ BQ. FT Bala ParK7 8m BQ FT. STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SIAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.113—DETAILS PG SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (A3 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 WLLL 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's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.ebdeelgngroup.com AA M: 000332E :e N 4A 8 x aUSD:v eg LWO . ABBOTT PARK LOT #17 BLK. #10 PLRO'T 04181.00t-17101 MODEM 3EKB "1405—KEYSTONE" OAIRAOE afRNO: RIGHT PAO& COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 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. SrtE 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 CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE 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 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 ARCHTTECT/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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.318 INCHES THICK, OR 204dINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302 2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %rINCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. 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: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALLIFIOOR 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. PLUAI&!10 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. I. 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 COVERSi06 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 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ys' 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-C1 D63-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CI O63 -11A AND R703.7. FStE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEIUNGS 1. EXTERIOR CEILING TO BE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH:407-7744W78 FAX: 407-774-4078 www.abdesigngroup.com L AA M: 0003325 a'° h Q r t w SS o UDDIV. Ag LOT: ABBOTT PARK LOT #17 BLK. #10 PROJECT 04181.00 -17101 MODEIt 3EKB "1405-KEYSTONE" GARAGE BVIII IJG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C Y1 DA'M: 4/29/20 8CALE: 1/4"=1'-O" s im= Illik GN 1 EII/////////IE E//■/■/////O'o=`=of//////O///Po ol1'R E - p /1 i - - i On o IV - - MIN•• ,t sm - - - - �I - - o i Q - - On IN I - ;1' 1E, o ool -110 - 1'' Min _ o�/iE EII(o '-8' 8'-0. 11-S., 4'-0' 29'-O' FLOOR PLAN SCALE: 1/4' " I'-& EXTERIOR MASONRY SQ.FT. CAM'S WALL EIRG. HEK44T8 LIVRIG 1,405 SQ. FT. ® GARAGE 243 SQ FT. 8'-0' 51GG. ENTRY 20 Sa FT. TOTAL 1,668 SQ FT. 8k18' PATIO SO SQ. FT. 001ME TAIDCLAOOIIQUID I.&M /A/D 0081POaAE FLR8sED01D OM all'a 0B AIDTBE 8011NE FDOT a01E 110LlNT1D(MD IEMYIIt MIN. WINDOW IO 5 34/-45 CRITERIA EXTERIOR OWING 18 5 331-43 DR. MIN. CRITERIA SAD. MIN. 41 5 31/-39 CRITERIA 16010 0.HD. 112 5 282/-31.D BASIC HIND SPEED MPH - 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.-C, MEAN ROOF HT. = 15'-1" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOIQNAL HIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 01M1110.0AEi 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 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 8 � z 9 _tJ SUI3DIV. ae L.OT ABBOTT PARK LOT #17 BLK #10 PROJECT# 04181.000-17101 MODEIA 3EKB "1405- KEYSTONE" GARAGE i VnNG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C L AR NO 93M I DATE. r TE. 4/29/20 8CAL.E: 1/4"=1'—O" >sHEET Al 6' RAISED BAND (TTPJ .ate-14'-5' BLDG. HGT. 6' RAISED BAND fTTPJ -OPT. COACH LIGHT � �aaa�■ U FRONT ELEVATION SCALE: V4 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLA6HNG AS PER FHGR R103.4 8'-0' Blues. HGT* ----- 46 TTr. I 0'-O' FIN. FLR , 8'-0' BRG. HGL I� OFF RIDGE VENT OFF RIDGE VENT 0'-0' FN. ARFAOFATNC U FRONT ELEVATION SCALE: V4 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLA6HNG AS PER FHGR R103.4 8'-0' Blues. HGT* ----- 46 TTr. I 0'-O' FIN. FLR , 8'-0' BRG. HGL I� OFF RIDGE VENT OFF RIDGE VENT 0'-0' FN. ARFAOFATNC = LNB 50. R. NETFREFVFNTIATgN A0.EAREOUIREO J/3fiR RFgIMFOVENTIIATN]1l AREA • ]�f31fi • 5.03 VENTNTPNARGNSO.INOIBRE0.R.(IN1) ]DE3150. IN. MM. REOUREDVENTRA1104 1 N IlP PER PORNON Oi ATPC = 5X _m 3@.lfi .IN. OFf RIEIOEVFNl11ATMJN AREA 115561N. RERVENT 3fi.1fi/llfi TOFAIROf VENB RFAURED TOT4YOf VENB PROVmFD 3.lRNl'; R 'AREA Of ATTK ISTXE PEPoNINEROE THE IIOIhF, IfATNE GVERMANG FIOERnROFWALLlOESlfRI00.0E WA ND WERNANGSINQIDRD rP: I I FLR I ■ I ----- � _ a i0 SMILE LITE REAR DOOR ---� -- — ►m REAR ELEVATION SCALE. 1/4 M I'-0' TEXTURED FINISH _ ,�8 -mom BI2Ci. HGT. I I I 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 R 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT _ F-1 1 I FO I � I S 0'-0' FIN. FLR., - RIGHT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH or C7 0' FIN. FLR BRG. HGT. HGT. ,m. oO'-V' FN. FLR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780. PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003325 A r � Q : g A Z a SZMDIV. as LOT: ABBOTT PARK LOT #17 BLK. #10 PROJECT# 04181.000-17101 MODMIt 3EKB "1405—KEYSTONE" GARAGE SWUM RIGHT PAGE: ELEVATIONS RE C 160 MPH EXP. C PRD"DM a/zs/zo A2C ELECTRICAL LEGEND SYMDOL DEFINITION NOTES —e DSV OUTLET 20 AMP MALE POLE IIwV OUTLET 1101I CUTLET inOF OUT 4NRm TO error+ GN NOV OUTLET aGMPED Uvamv PALL WORMER(TAPPM 110NSTAM TYFE) a@ 220YOUTLET (4)3 CONNaCnM i urn GROUND FAUL NTararTElaT OUTC4 SWTC44 3.1WY OPER $4 eWITC 4 4411 CPER i. o wALL M "M Lnw CEILNO LOW © LED CLO LIONT ©Np LW VAPOR PROOF LOW O VP VAPOR PROM LIaM Ommew CAN e~.PAN ROM PER eG. R. WAJG FAN eM.104R I OR1 PER 8Q. R. PDM (ePlwY M BY 1,a" aRM ® ��1ip�yM�� [RECESSED-) ARd30 2.01L0 YRAP • fEWIA@ PNT., �� 2' ILIIOIleC@IT } 4' FLYOIOM�NT p�p W—v—�--eti 88 4' TRACK LIOM O PANEL METER III== DETECTOR aAllY.u�iYelRa �r(DT�SD. LJ 11010"�DETECTORCARM WLtl6 ®S�p NONCOM ta0O NtEaeaNNtterTw SNAIL EE A DISTAN GP NOT Lua THIN 4' PENDANT L. Ltd NATURAL OAS ► TLLaGIi JACK ICATER DRCOIOCT MUZELEGUEWAm Tc�TEl4 AAT.��. L AR CONDRIONNO DOCO 44wr AM ON rAs son MXMWN um No oox TOM etPPOIeTED N JO J.Bp)r OA t O aV FOR MANNINO M eUGI FOR "al t3GNf CE9.R10 FANA.IOMT TO a etIPPOIeIaD N ACCOIOMICE W BON 11AR® AS SUCH FOR INSPECTION pnaa 24• NONOE84NT LOW WMP Anna 36' NCANDISC T LIONT STRP Onn µ' SICATlOROCOff LIONT STRIP FLOW LINK KP OPr. —AO - IQTPAD • Pa aa+ EurroN FnR aw as 1R0 PGRF • LOCATION OF TV JACK. 4 PHONE OUTLETS 4 PANS TO EE VERSIFIEDa ROMEO06gR PRE -CONSTRUCTION rlETNO. • ALL 0 4 20 AMP MRANCW CNOWTO TO M AMC FAULT PRo1EC1ED PER ELECTRICAL PRONSIOM a mm ATu CDRION lMp72 4 FLL MIOD MOLL ®RICK • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OR . N LAFC COW ON IGTC M CIRCUIT) • DM4 W AMR DISCONNECT TO OR LOCKOUT N PANEL • t3ATWMDGM p6;4UET PAN TO NAVE MN CAPACITY OF as CRT rirm"TTEW PER ELECTRICAL PROVISIONS OF SECTION MCM3 • LAUNDRY ROOM RlCEPTACLE SHALL EE GROUND FAULT CRCUIT-NTEMIARlR PROTECTION FOR PERSONiL GN PUC M6 • rRNO M TN= GWALL tad NON METALLIC CABLE PER ELECTRICAL PROV01O1S OF ®Ca ATM aD ZU AL WOW TO CarLY WITH 9Ll1CTRKAL PROYM ONE OF TIE[ PeCR ATN ®rani • ALL LAFaea aMLLL a eELtOT® OY a13LDlR AND in OF L16MTW MM7 sE wyPRG16NT iYFw F1Q r w1�c: i IRRIGATI OUTLE' 48' A i GARAGE ELECTRICAL PLAN SC-ALEt 1/4' • 1'-0' COACH LIGHT FOR DW WOOD WIRE W/ OUTLET FOR FUTURE MICRO. METER FIELD VERIFY LOC. LED LIGHTING Cap SINGLE LAV. w BATH 42 PANEL: A PANEL: 42 crt breaker VOLTAGE: 120/240V-iPh MAIN: 150 Amp M.L.O. FEEDER: "10 CUTHWN & 1-06 Cu (G) in 2' C. OR 3-I4A AL THIN & 1-I4 Cu (G) In Y C. wire Pa• aM ta—poon wore circuit aca wea a ewl an sw Fae wire 0 2 1 A1C— tD ¢VA a 66% eN0 1 s 2 4 44a0 N.C. AA: C.UA 40 1 R a 2 0 RNw. 12WO ° e 4600 W.1.1 a 2 no 00 2 M D"a eaoo 4 10 1600 Wa wl m 1 R2 n 12 s .. e12 1 w owpow w, M 10 14 1210 DNM GFl 20 1 ell In 1 20 Smoke/Ontcn 111— Dee— AFCI M 16 19 13M —. 20 1 N2 e12 1 20 6na1 I= 17 to 1600 E4umANine/Mlveaew 20 1 R2 04 1 16 O.aNU eld Rec da AFCI = 1a M IM Smell hne. 20 1 ell R4 1 16 UA1 Raw Rec aAFCI No 1fd0 aeN a/leln Ren .GR w 1 R2 R4 1 16 Oaea.t B.— 000 600 Ormeh ft. 11 n4 R.e d MCI M / R4 e14 1 /6 BM1m.R eM Ra AFCI !. B00 We 3d Fba. HYI a Ia 16 1 e14 R4 1 16 aem.OU lee AFCI 400 600 Ire Q41a 16 1 R4 414 1 16 06m.M eM RSJ Bew IIAFCI No Sol Durtlaar 16 1 e14 R4 1 15 F ad81d.AFCI 400 r41 P42 1A0 De. 16 1 I12 spsm Loetl. Ib—.d Ndorce"ddlan. I the 66TW 21TW Latla bWmntl ktor cAedeOme/Rle Demand Factor Calculation.: ABBREVIATIONS: NO. ARCFAULTCRCURNMRRUPMR NG NOH 101NTLOAD OM: GRD131DFAULTNTERKVrEiR Tm'l .~ bcma-cI 1. 62600 ' 90waA10Ri I lowil RwA .R11.a low TAW AIC b.b LOAD CALCULATION 18 BASED ON NC NON -COINCIDENT LOAD TaalCmadN teetl Welt 20400 Tew Amps(—r2wa .) 1.8 General Lighting &Receptacle Lose TOW A/C 8 w F..l G.1aN ue aRa awl R. wwm 1 at 65W/LI Nat 100% Growl1 Cktal oaeld a A Ra PenM A 12 1406 4216 66 4280 VNc T"a—ft 367 4 A. LED LIGHTING @ SINGLE LAV. OWNER'S BATH 150 AMP ELECTRICAL. RISER NOT TO SCALE. GENERAL NOTES+ A ELECTRICAL MATERIALS AND INSTALLATIONS 814ALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FI5QR &tH EDITION (2011 LOCAL CODES, AND ALL LOCAL PALER COMPANY REOWREMENTS. D. ALL CONDUCTORS SHALL DE TYPE TWWN/TWWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE BECONDARX ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 42/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED DY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA • IW%, REMAINDER • 35% NET LOAD: 6,%49 VA RANGE: 12~ • 10% ISA" VA DRYER. SAW • 10% 35M VA TOTAL 18.84% VA NEUTRAL. AMPACITY: I&AM 1240 a 18 A 4 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3e2/0 CU, THUN . 1% CU IN 2' CONDUIT OR 3 04/0 AL, THW1 . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG-) COMBINATION SERVICE I" AMP DISCONNECT SWITCH AND 120/240 VOL M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PALL 150A/2P MC5 TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6t41 EDITION (2011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVDJ LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdasigtlgrouP.DOrn AA k: 0003325 0 G � 2 64 a fA UDDIV.LOT.BBOTT PARK LOT #17 BLK. #10 PROJECT# 04181.000-17101 MODMXA 3EKB "1405-KEYSTONE" GARAGE 91111 MG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C D 9/20 8CALE: 1/4"=1'-0" SHEET E1 a N I I i I jo, � I I J 1.1 - _ • N SHUW PAN I 0I II I p • Iil I I I 73 ------ I I - 9 I " I I I I a LAv. I I O v 2' V.T.R �. — — — — — I I!11 KII TC44E AUTO VENT I rl1/2' I in. I LAv.I I 12' v.TR 0 — --- 1 •I 3. 11/2' I 3 r----- --- 3• II�11/2' 9' 111/2' 3' 0 3' wASNeR i 3 2'?rLAV• 1 y I 11/2 3' I/1' CA. j�l 1/2' 11 q I 3' TO MAIN I 4. TUB I 3' I 2' PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. 1/4 . I'-m' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 W W W.abdeslgngroup.00m AA#:0003325 A L M � Z Y SUBDIV. Ae I.OT ABBOTT PARK LOT #17 BLK. #10 PROJECT 04181.00%-17101 MODEZA 3EKB "1405-KEYSTONE" GARAGE SwsxO: RIGHT PACE: PLUMBING PLAN 160 MPH EXP. C AA NO DA 4/29/20 BcAI.E: 1/4"=1'-0" 8*EczT P1 ��.Rg{`.'r�v_{���_ 2X4 TOP PLATE — PRE-RAD TRU86 1/I' CLG. BOARD Vl' DRYWALL T r IOEOJM BT. — I -LATE TO SLAD W/ Vol MASONRY NAIL a 32' 0r— MAX I FIN. FLR 2X4 u100D STUDS e24' O.C. SLAB STUDS IN PARTITIONS SUPPORTING WALL HUNCs PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON—BRG.) D� SCALE. 3/4'-1'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWD11 ON I}' OSJ5. 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—V— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.i I'-0' TYP. OH. M a" LN 2 GAS LINE THRU BLACK VY THM 2 COAT - FORT.A/0 colm O"MTLY TO KAeoNrT on& pma Me MOD FY eM Acrdlul. Pm P.T. w uaao m ML LAeFM DUW wOVAL pea OVe@8AD DOOR BY 07411110 a GARAGE DOOR JAMBS D1 SCALE: 11/2'"I'-m' FIBERGLASS SHINGLES 2x BLOCKING BET➢IEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS RIDERGLABS SHINGLES SYNTHETIC PRODUCT, OVER LFELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES OR SYNTHETIC RWb.0 ON j' O.S.B. Y GFELT PAPER OR S PRODUCT, INSTALLED SHEATHING OR k CDX SYNTT HETTIC PRODUCT, PER SECTION R906.1.1 PLYWOOD SECURED PER METALLED PER SECTION ON O.SB. SHEATHING FASTENER SCHEDULE RW511 ON J' OU3L. OR �' GDX PLYWOOD STIfFBACK AT ALL UPRIGHTS SHEATHING OR }' CDX 5/8' GYPSUM BOARD SECURED PER PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE SIR GLG. R FASTENER SCHTYP. EDULE I .0 PRE-ENG IUD. TRUSS TYP. I P. MTL. DRIP EDGE S BOARD YI. MTL. DRIP EDGE O.H. O REFERENCE 2x FASCIA PER STRUCTURAL 2x FASCIA PER kPER ELEVATION If ELEVATIONS ELEVATIONS SEE ENZFrxY CODE FORMS FIR PRE-ENG TRUES CONT. 2x RAT RUN SECURED PER INSULATION R-VALUES VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT REFERENCE STRUCTURAL PRE-ENG. GABLE tRUSS SEE ENERGY CODE FORMS FORARM \—I PRE-ENG. GABLE TRUSS PER ELEVATION MTL. DRIP EDGE INSULATION R-VALUES 2x FASCIA PER WEEP SCREED JPER ELEVATION WEEP SCREED .t ELEVATIONS 2x P.T. SECURED PER 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HrsI4 STRENGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT �AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION z 1/2' THICK 2 COAT REFERENCSTRUCTURAL MANUFACWINPOIV ATUREB SPECIFICATIONS PLASTER APPLIED TTAC+IMENT AS PER PORTLAND T DIRECTLY TO MASONRY FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O:G 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING g, Cm DIRECTLY PLASTER APPLIED STRIPS a 24' O+G 1/2' GYP. WL BD. DIRECTLY TO MASONRY V2' THICK, 2 COAT I DYPB. ASE BD. , cm PORTLAND CEMENT �- WOOD BASE �� PLASTER APPLIED DIRECTLY TO MASONRY 0'-0'FIR FLR m .. 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOE; PER SECTION W5.1.1 - FOR ROOF 5 1—STORY HIP BLOCK WALL (2)LAYERLS 2:IUNDERLAAYMENT SYSTEM D1 SCALE. W4'.r-0' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6'151 +r N. FLR 4 — 0'-0' FIN. FLR a' m .. a . 4. 4 n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING (j)1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77"078 FAK 407-774.4078 wwwabdesigngroup.com AA 8: 0003325 c r h QQ z c S 5 mm svaD m LOT: ABBOTT PARK LOT #17 BLK. #10 PROJECT# 04181.000-17101 MODELt 3EKB "1405- KEYSTONE" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 7 AA NO DATZ' 4/29/20 sCA=: 1/4"=1'-0" 8REET D1 rm 2X4 P.T. • CWTER OF DOOR HEADER aECUIMD #V (1) V2' x V J-DOLT W/ 4' MIL !I'CEDMENT WV 2' X 2' X VS' W48VER 4 NUT OR W/ (i) u2' X V ANCHOR DOLTS W) 2' X 2'XVS' WA"It 4NIT Be ® 4VOECLM 2x4 ON PLAT TO NA R W/ MASONW NAIL& 2Xd &ARAGE DOORRK SECURlD um(5) VT' x V J-DOLT OR ANCHOR ® DOLTS, WV 4' MM. OIDEDMENT, WV 2- X 2' X LW WA&M 4 NUT. (1) WTNN V OF TOP, (1) WITHM V OF TIM DM, T (3)EVENLT SPACED. ® e B 10 o NOTES ALL ANCFIOtW SHALL L M ACCORDANCE TO airmNCTWRERb NStALLA)m Mwrmam OPD WERE aueu #IetsueTiaua dose hewn 87RM6aNT GARAGE DOOR %TUCK ATTACHMENT (T sGYJ, N=• riFN- Ls9 4 VX4' OR i'X2' P.T. NAILER ❑ Ix4 P.T. OR %X4' MIN. SECURE THRU FRAME 4 EMEND I Y4' INTO BLOCK ❑Tf(MIN VVo- TAPCONS . SHANK SIZE J4b MR HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN 8' OF EACH END 4 18' O.C. MAX 8PACING \ DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JMM TO BLACK +3/4 OR +5/4 I OMW TO LACK +3 4 OR +5 4 A SCALE, N.T.S. 2X4,m SECURE TO BLOCK W/ V&' TAPCCNS OR (MIN. 814ANK SIZE .145 MIN, HEAD SIZE 300 MR EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 2X6,m SECURE TO BLOCK W/J-%' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8• CM 18' O.C. MAX SPACING. Y)' DRYWALL 2X8:m VX4' OR VX2' P.T. NAILER SECURE TO BLOCK W/J-%'71,T=TACH CASING TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 JAMB OR WINDOW MIN, EMBEDMENT I Y4J TO 2X PER WITHM 8' OF EACH END 4 MANUFACTURES DETAILS. I&' OZ. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1//2" in1 11DJDOA TO BLACK ''' +1-1/2" : RT . 2X4m SECURE TO BLOCK W/ 2)(r' TAP0" (MIN. SHANK SIZE 145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 14*J WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 10' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK Wn-V NON-STRUCTURAL Vi TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE." EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 GP1U MIN. EMBEDMENT I Y4 J ' DRYWALL WITHIN B' OF EACH END 4 IS' O.G. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X&t= SECURE TO 15LOCK W/2-3,36' Ob$. X 4' MIN.TAPCONS(MIN. SHANK SIZE .14bOOR CASING all MIN. HEAD SIZE 3 IN00OOR JAMB OR WDOW MIN.EMBEDMENT 1Y4)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 Y4 ) DOOR JAMB TO BLACK +1-15 1p' rnl 133RDON TO HL.00K +1-15/ 8 " SCALE, RT . 2X4,m SECURE TO BLOCK W/ i(s' TAPCONS (MIN. 644ANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MOT BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W12-%* NON-STRUCTURAL W*' TAPCONS TAPCON MIN. IY4 (MIN. SHANK SIZE .14b EMBEDMENT INTO 15LOCK MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4) 8• C711 WITHIN W OF EACH END 4 1i' DRYWALL IV OZ. MAX SPACING.I'X4' 2XB� OR VX2' P.T. NAILER SECURE BLOCK W/2TAPCON OOR CA81NG STO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTAC 4 TO 2X PER URT14N 8' OF EACH END 4 MANUFACTURES DETAILS. ID'Or— MAX 6PACING. NOTE, SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 1 4' TRNDOIf TO BLACK +2 1 4' " SCALE, N.T . 2X4s SECURE TO BLOCK W/ IV TAPCON8 (MIN. SWANK SIZE Job MR HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END NOTE, STRUCTURAL 2X O.C. MAX SPACING MUST MUST BE ON OUTSIDE 4 2X SECURED THROUGH SEAS BLOCK W/3-%'NON-STRUCTURAL %' TAPCON MIN. 1-Y4 (MIN. SHANK SIZE Job EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CMU MR EMBEDMENT I Y4') 'DRYWALL 8' OF EACH END 4 'XW OR 1'X2' P.T. NAILER 18' O.C. MAX SPACING. 18' O a 2X8m SECURE BLOCK W/2-%' DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS.O.C. MAX SPACING: MANUFACTURES DETAILS. ,�, ar, Y mm�,e rw. W. roe nor o•rao#•, DOOR JAMB TO BLACK +3" E SCALE. N.T.S. 2X4s SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6, SECURED THROUGH SECURE TO BLOCK W/J-%- NON-STRUCTURAL TAPCONB(MIN. 814ANK SIZE TAPCON MIN. IYi 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CM 8' OF EACH END 4 14' DRYWALL IV OZ, MAX SPACING. 2X8,m D I'X4' OR VX2' P.T. NAILER SECURE TO BLOCK W/J-Wb' 2X SECURE TO TAPCONB(MK SHANK SIZE CTURAL MEMBER [tft.d J45 WITHIN 8' OF EACH MIN. HEAD SIZE 3M90 4 6' TO W O.C. MAX MIN. EMBEDMENT I Y4) OOR CASINCs WITHIN 8' aF EACH END 4 DOOR JAMB OR WINDOW IS' OZ. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" M TO BL40CK +" F' SCALE, N. 2X4= SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHANK SIZE 14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST dE ON OUTSIDE 4 R5' OTC, MAX SPACING. SECURED THROUGH 2X64se NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONWMK SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300IMAIAVACTURES , cm MIN. EMBEDMENT I Y4)' DRYWALL WITHIN 8' OF EACH END 18' O.C. MAX SPACING.X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/16' ObD. X 4' MIN. TAPOONS (MIN. SHANK SIZE .14bOOR CASING MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y4)OOR JAMB OR WINDOW WITHIN 8'OF EACH ENDTTACH TO 2X PER 18' OG. MAX SPACWO DETAILS. ,q,4 4„M Y1®® tO PWf.Wt♦ tOO nOI Ot1D#•) DOOR JAMB TO BLACK C' +--71/ 0OBLOCK +3 SCMDT.S83"6" 2X4m SECURE TO BLOCK W & TAP0" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X ID' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/I-V4' NON-STRUCTURAL V TAPCCINB TAPCON MIN. I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT OW) 8' C`1U WITHIN 8' OF EACH END 4 )1' DRYWALL 0, OiC, MAX SPACING. ❑ 1'X4. OR VX2' P.T. NAILER 2X&4 SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCCNS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y. DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 TTACH TO 2X PER IW O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4' —WINDOW TO BLOCK +3 4' H SCALE, N.T.S. 1441 N. RONALD REAGAN SL LONGWOOD, FL327W FM: 407-7746078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 W L a 24 SUBDM 4s LOT: ABBOTT PARK LOT #17 BLK. #10 PiP.OJECTp 04181.000-17101 MODET1 3EKB "1405—KEYSTONE" GARAGE BTIMG: RIGHT PAGE: DETAILS %160 MPH EXP. C PRODUCT APPROVAL LISTING -STANDARD 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 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.2 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 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 1S353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 1CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/14/20 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA is 0003325 S z f 0 ABBOTT PARK LOT #17 BLK. #10 mj Q0#-17101 MODIMA 3EKB "1405- KEYSTONE" GARAGE s111IINO: RIGHT PAGE; PRODUCT APPROVAL LISTING %160 MPH EXP. C OL RLD OYMIO . IR. A OIF—.WAIO • PICA 7. CPSAY . RT. e ■ CRiAM . PL O OLPOLD NWO.M.A 1 cwAGE . PT. e RILD .» ;; i ® HOLD NMIO . P!. A 1 CIWAOL A P).O L CRiAY . PC c A FOLD PT. c Date in. e TILL F.T. C T00040 eOTTOM PLAIN. r 0 eORON 1M1 E WATR TtlNI WAL. NYLD. Qa e cur. UM LAYER o, FORMOM euLDIM PARR enwe OLY) UM LAYER 9, Gta= LR NWAI a ONLY) Q KIC KO UT DETAIL Oak Mick. OR.I� ea�cm yL Rcw � 0" F+LAMM AL) rtAwms AL) v' t 3 I/Qh MIdLLL=OOF mom I Nm.ee,las "MR TOW MAL nNM OR scum% DD NIOI WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER RCOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS F z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) iv GAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - ------- BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH. LATH TO BE PER SECTION R103.1.1 / ASTM C-541-013, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD,FL327 O0 PH: 407-774-6078 FAX: 407-7744078 WWWAbdeWgngroup.c0m AA #: 0003325 h Q Z 4A m E C >sumrv. a LOT. ABBOTT PARK LOT #17 BLK. #10 rnoiz=Ttp 04181.000-17101 "OD2lc 3EKB "1405- KEYSTONE" RIGHT PAGM WALL ASSEMBLY DETAILS %160 MPH EXP. C rpXWT a 4/29/20 MMM 1/4"=1'-0" allow WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-84-1-0g, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF D BHEATNING FLASHING LAYER -1, UNIT CO WRAP LAYER 02, FORTIFIBER PREMANUF. DRYER DING PAPER VENT CAP (SET IN AL LATH CONT. SEALANT) WOOD ODD T C'"TH •Ti TEN TO WOOD STRIEOTWlAL SEALANT • bER • T' = MAX TOP t SIDES ° cru 0 K' MID -WALL WEE 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'CIUICAG FLASH' PIPE THR WsW — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLo �A-,VENT PENETRATION SCALE, N.T.B. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -!'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-2 OVER 60 MI GRADE '0' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC iiiiiiiII=mp 4' WDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V — FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK WRB LAYER 9, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED NOUSEWRAP STEP #3 STEP *2 I 1 111 , WRB LAYER 7, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC &COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-7748078 FAK 407-7744078 www.abdosigngroup.com AA k. 0003325 y :o E^ C sumn►. A. Lo1`. ABBOTT PARK LOT #17 BLK. #10 04 18 0 0-17101 MODEis 3EKB "1405- KEYSTONE" GARAGM sWTG: RIGHT PAGE WALL ASSEMBLY DETAILS 160 MPH EXP. C k 2 v2' CORNER BEAD (FASTENER 4 SPACING r 'I' O.G.) CMU % THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / ,� R�CORNER BEAD � BLOCK LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SNEATNING PlTTllii/TITS SELF-ADHESIVE FLA5WING — — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA /: 0003325 14 Y min►.. Lo'>h ABBOTT PARK LOT #17 BLK. #10 PROJECT# 0418 .00 -17101 MOD211. 3EKB "1405- KEYSTONE" GARAGE OWING: RIGHT PAG& WALL ASSEMBLY DETAILS 160 MPH EXP. C I &" A ABOWWPA AR NO 90723 J DP 7 4/29/20 /CALK: 1/4"=V-0" e WA3 WOD 0"TPUCTION BEYOND WOOD ONEATWM LLEATNER RE616TIVE BARRIER 1 IL AVER IAEeIGTIYE !4' ?' r LAL slDalb \ We i / 1 RAeiiM-AD14ERMQ� Q RM° j IPLA646 i � � 3 TNNM RRMSTIVE / \\ \\ srARrele eTlaP D1MATIA R IPowe"YE �ffitffim on � .. 6' G F-AD14ER NG K.A\ \ GALV'D FETAL GALVV METAL �� •r PLAaMMG Y' R AeNMG 1 ' X eRLLFUM T R ` X e' G"JLATED 1 TRR1 MEMBER CLAP \ / OR ATROVE � awcAam SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32750 FM:407.774.607B FAX: 407-774.407E www.abdosigngroup.com AA M: 0003326 � � z �o :vsa:v & LOT: ABBOTT PARK LOT #17 BLK. #10 PMJZCW 04181.000-1710 MOORM, 3EKB "1405-KEYSTONE" OARAOR OWWO: RIGHT PAOM WALL ASSEMBLY DETAILS 160 MPH EXP. C EDA7T&* 4/29/20 1/4"=1'-0"A4 2x6 SUB-BANb W/I'x4' NOTCH 0 END, WRAPPED IN PEEL t STICK DRIP EDGE 1k\ I\ '1/8' TEXTURED I FINISH A WOOD I �1 1/2' TEXTURED FINISH 0 CMU METAL FASCIA WRAP Ye' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL \� (FRAME OR CMU) \� 1/8, TEXTURED FINISH • WOOD, 1//' TEXTURED FINISH • Cm METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR cm WRS LAYER 9, x x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WRIS LAYER 2, FORTIFIBER x x x x x x x x x x x x - BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x ' FRAME OR CMU ZXi SUD DAdD INGx ROOF CEMENT x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x DRIP DRIP EDGE _'FLAN METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ONLY • FOR WALL OFF x SET OF COMPONENTS) NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY It ROOF KICK OUT REMOVED \\ �` FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL (NOT INTO STUCCO) I-1/8' TEXTURED FINISH /WOOD, 1/2' TEXTURED FINISH s CMU -2x(. SUB -BAND W/1'x4' NOTCH . f END, WRAPPED IN PEEL t STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL ® WALL METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t/'x4' NOTCH 6 END, WRAPPED IN PEEL t STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 3+ x x x x i(1 x x x x !4 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 FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT ® x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x ' FELT PAPER W/TEXTURED FINISH x x x x x x x x x x :.. 2'x4'x4'-0' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x W/12d NAILS V-8' x x x x x (REFERENCE POINT O.C. MAX. x ONLY, FOR WALL OFF SET OF COMPONENTS) 2x SUB -BAND W/%'x4' NOTCH a END METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/U4'x4' NOTCHiv p ®I L ,4N DRIP EDGE END, WRAPPED IN PEEL t STICK EXTERIOR WALL ROOF CEMENT (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL C9) WALL CLARITY W/KICK— OUT L441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www.abdaalgngroup.com AA M: 0003325 r S r o 4A w a sysnsv. • Los: ABBOTT PARK LOT #17 BLK. #10 0 18J Mile 101 aroD>cts 3EKB "1405-KEYSTONE" QA> t"Z 8VnWl0: RIGHT PAGAN WALL ASSEMBLY DETAILS: SUB —BAND v.160 MPH EXP. C oj - D 4/29/20 sCALM 1//4"=1'-0" s dd A6 11'4" 101-0" 7'-8" F TE-1 4" CONC. SLAB T-6- 25'-6" 4' CONC. 4 ro lLu m SLAB wl + 3 1/2 SLAB — — — — EXTEND 3 \1 1.1 SLAB 1 1/2" �Z U . ,1 4"PVCI ;CHASE 'T O ,1 \ ` SLAB y 10'-1" 18' I ( I I 4 m I I I I I 4 I I . I I m I n I TE-1 J m F — — _ N I 'v 5 1/2 " EXTEND 'a Tv"� SLAB 1 1/2" w ( 5 r 1.1 1 ( ? 15OLLARO R 1.1 1 AS REQ. I I �----- P'ER SLOG. 1.1 r CODE I- CONIC. LLI m FM-12X18 I S� oai� 2 I -31/2 I 1, 4 LL I 3'-4 EXTEND c — — m SLAB 1 112" N i 1-- 1 �, I ml 1.1 1" pW. ?I FW12X18 I 12 I J �I Im 5'-4" 8'1' n ILL +-7 112 FMC-12X18 FMC-12X18 FM-12X18 4 4 1.1 1.1 1'-8" 8'-0" 13'-8" 4'-0" 11'-4" 29'-0" FOUNDATION PLAN SCALE: 114" = 1'-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, (]INDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2.000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 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 6x6 W1.4xW1.4 OVER GENERAL 1 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS] FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF, TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2)#5's - (-)U-O" FMC-12x18 12" CONTINUOUS 18" - s #51N CURB VARIES M-1 12 " CONTINUOUS 12" - 2 #5's (—)Old. TE-1 8" SEE PLAN 8" - (1)#68 + '-0" TE-2 12" SEE PLAN 8" (2)#Ss + '-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 V q, d sUDDiv ae LOT: ABBOTT PARK LOT #17 BLK. #10 Pl oi= 1� 04181.000-17101 MODZU 3EKB "1405- KEYSTONE" GARAaZ 9TfW0: RIGHT PAGE: FOUNDATION PLAN 160 MPH Ey. C 30" MIN. EACH WAY MONOLITHIC FOOTING t Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND z o: .I, STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND - s n• 0 SPACING REQUIREMENTS I i - ° °- . ,e ¢ SPACING REQUIREMENTS O W �— �e GARAGE DOOR RECESS �d�.:� •FM mU z 8" CMU WALL O N ¢ 8"CMU WALL I , . CORNER BARS, SAME SIZE AS BAR w w 6• Z m +- 0'-0" ° .) IN FOUNDATION WITH 30" LEG EACH a W U= rn i .- U-0' TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS •� "( N j,/"'��~ ��� TOP OF SLAB ,••--........ ..=.y.- I ,., - SO THAT THE STEEL REINF. IS CONTINUOUS\_CURB I MATCH AMOUNT OF CONTINUOUS BARS ° el FOR .± • EXT PORCH SLAB W/ 1l2" ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (,STORY) 18" EXT. PORCH SLAB I / - VARI III///fff SEE SLAB SCHEDULE' TOP OF GARAGE 4" CHAMFER -STORY) LL Ig CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE - MASONRY UNITS SET Zip. AT ELEV: JOINT (WHERE tr. '� 6" CHAMFER (2-STORY) pq yq^ ISOLATION (I ' 6" CHAMFER (2STORY) .. 0'-0" APPLICABLE) Z SEE SCHEDULE #5 30" JOINT (WHERE JO NT" 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 AND BAR QUANTITY NUMBER OF BARS (i•. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING TERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 GA GARAGE SCALE:314"=V-0" CORNER BARS DETAIL G)qo OR OPENING SCALE: 3/4"=V-0" SCALE: 3�4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48"' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W O a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ BY 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING > m NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 2" CAPPED O SECURED W/2-PART SPACING. SINGLE BTM. PLATE BTM. PLATE TO BE PT. GALVANIZED PIPE WlFLANGE BASE = a EPDXY. MIN. EMBED TO BE PT, PROVIDE DBL. TOP 1@"x9' WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO J Q 8", UNO PLATE EPDXY 5-1/2" EMBED. MIN. 0 IS' OC SLAB WI10d MASONRY FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. K SPECIFICATIONS FOR _ I USE AND BTM AND TOP PLATE ADDITIONAL METAL CONNECTORS NOT f- PREPARATION OF ANCHORS W/ , Od x 1 1 /2" REQUIRED WHEN NO SECURE FLANGE TO C7 � HOLE. COMMON NAILS FILL ALL � T. N UPLIFT IS PRESENT. SLAB W/(4) ,/4" X 2 i/4" W ix HOLES, DO NOT USE 10d W W TAPCONS -� b o {, x 3 SEE SLAB SCHEDULE cc SLAB SCHEDULE c� QO _ ¢ _ ¢ P TOP OF SLAB �� : , ., TOP OF SLAB 4" CHAMFER (I -STORY) �; 6" CHAMFER (2-STORY) •.�- Vie_ _° ° e EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 5 SCALE:34"=,'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE: 3/4"=,'-0" (W/ UPLIFT) $ SCALE: 3/4"=V-0" (NO UPLIFT) SCALE: 3/4"=,'-0' LAP TOP PLATE A MIN. OF 48" —�•� AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL WI SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE Q a BTM. PLATE TO BE PT. SECURE 8T. PLATE TO SLAB W/10d MASONRY NAIL p PROVIDE OBL. TOP PLATE 16" O/C STAGGERED. ADDITIONAL METAL Lu CONNECTORS NOT n REQUIRED WHEN NO K cb C UPLIFT IS PRESENT. O 8" CMU WALL POURED LINTEL CONT. (TYP.) n 0'-08" CMU FILLED CELL (TYP.) ° _TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING IGROUTED 1/2" DIA. SIMPSON STB2 BOLTS 5" - 0- SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO TOPOF SLABy CELL, 4" FROM ENDS AND ,a. "ISOLATED" COLUMN PAD 16" O.C. VERTICALLY MAX CENTERED UNDER WALL AND •y POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) ,,, I 0 4 1 SCALE: 3/4"=V-0" SCALE: 3/4"=,'-0" Ii N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-774-4078 www.abdosigngroup.com AA M: 0003325 'a Q ✓T yg S NJ aXMDIV. de LOOT: ABBOTT PARK LOT #17 BLK. #10 PROJECT 04181.00t-17101 HODELa 3EKB "1405-KEYSTONE" GARAGE DWINO: RIGHT PAGE: DETAILS 160 MPH EXP. C DAarr 4/29/20 aCA=: 1/4"=1'-0" B*MOT S1.1A d N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX- 407-774-4078 www.abdosigngroup.com AA 0: 0003326 Q 14 BUDDIV. as LOT ABBOTT PARK LOT #17 BLK. #10 PROJECT 04181.001-17101 UODErr 3EKB "1405- KEYSTONE" GARAGE SVMG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 114" =1'-G" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM — VARIES PER ELEV. a Z g a, tv ,. :a • I • #5 BARS FEll a 0 CLEAN OUT REQUIRED Q FOR INSPECTION m • I TIET/ERTICAL REBAR . -• TO HORIZONTAL - REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. z #3 18" LU >O #4 24" U #5 30" #6 36" #7 42" HORIZONTAUVERTICAL REINFORCING � SCALE: 3/4'=1'-0' EXT. PORCH SLAB W/ 112" ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING z 5a QO } m C U TOP OF SLAB a TOP OF SLAB SEE SLAB SCHEDULE W a Z#7 WBAR 4" CHAMFER (1STORY) 6" CHAMFER (2STORY) MATCH STEEL REINFORCEMENTPER SCHEDULE 6"PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE &t" OOTING CALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAK 407-774-4078 www.abdoeigngroup.com AA #: 0003328 3 4Ile StMDIV. S. LOT: ABBOTT PARK LOT #17 BLK. #10 PROJECTp 04181.000-17101 MODEL.: 3EKB "1405—KEYSTONE" GARAGE 97►ITTG: RIGHT PAGE: DETAILS %160 MPH EXP. C y DA 4/29/20 SCALE: 1/4"=1'-0" SHEET s1.2A. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x i 1/2" HDG 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 PSS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM O•-W, 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 END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (PSI) SIZE MH REINFORCEMENTS STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 Sx8 (1) #6 N/A GROUTED SOLID — — — — — — — — --------i MOOR 8F16-lT/OWGB 8F16- 8F76-lT/0M/0B LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0". UNO. i j BF16-1T/OM/08 8F8.1TAW0B LIFT BEAM PLAN SCALE: 1/4" = V-0" 8F20-1 l M/OB ♦♦_I ' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.00m AA M: 0003326 �QQUT I [pitoincTo UnDIV. Aa LOT:BBOTT PARK LOT #17 BLK. #10 04181.000-17101 MoDEL: 3EKB "1405- KEYSTONE" GARAGE SVFMG: 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 #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3l4"=1'-0" IT IS THIS ENGINEER'S INTENT BOND BEAM COURS THAT XFXX - 1T/1141013 INDICATES A DOUBLE BOND BEAM AND XF)X- 1T/OM/OB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/IWOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. TYP.S'xB" BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL.* 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. S'x16" 5. SHOULD THE DOUBLE BONO BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE i#5 TOP OF THE LINTEL. o„ 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. GF "- F = FILLED W/ GROUT U = UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE �16-1 T/1 ill/ B NOMINAL HEIGHT # OF #5'S, TOP E # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE-CAST.3114" WINDOW i a SILL z e SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 8x16 DBL. BOND TOP OF BEAM W/ (1) 95 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP Wl(1)#5 BAR .ti: BOND BEAM GROUT SOLID FROM TO LINTEL TO TOP OF BONO OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE W/ 1)BAR LENGTH OFLINTEL WIDTH OF MASONRY OPENING -2" BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE SCALE: 3/4"=l'-0" LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS Tamp 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abda#Igngroup.com L AA #: 0003325 D i S !;4n atMDiv a# LOT" ABBOTT PARK LOT #17 BLK. #10 PROJECT 04181.0M-17101 MODEL 3EKB "1405- KEYSTONE" GA ACM OWD90: RIGHT PAGE: DETAILS 160 MPH EXP. C DANT M 4/29/20 SCALE: 1/4"=1'-0" eIEET s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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: i. 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. 6-0„ 3'-0" 3'-0" - rimclipmool 11 2X4X4' SECURE TO TRUSS W/ 3- 6"-8" O.C. MAX 1 2X4 SECURE TO 2X4 BLK W/2 SECURE TO BLK W/ META-16 2'-0" EXTENSION SERVICE DR. 1 SCALE: N.T.S. FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 a � H V Z aka r aUSD:v & Lo ABBOTT PARK LOT #17 BLK. #10 PROJECT# 04181.000-17101 MODEL& 3EKB "1405-KEYSTONE" GARAGE 8WTHO: RIGHT PAGE: FRAMING PLAN 160 MPH FAT. C DA4/29/20 aCA=: 1/4"=1'-0" aIiEET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETAi6 TRUSS ANCHORS WITH (12) l6d x 3 J" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" OlC MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALLIFLOOR # 1100 UPLIFT SIMPSON SHEATHING HTSM20 W/1010d TO FASTENER SCHEDULE" TRUSS AND (4)1/4" x 2 1W TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: A PT SYP #2 2" x 4", 6 8" x 4'-0" MAY BE ADDED # 1900 UPLIFT (2) EDONSIMPSON W/ 10d NAILS, 2 ROWS, 3" OPPOSITE INSTALLED ON PRE-ENG TRUSS O/C TO FACILITATE ONE OPPOSITE FACES OF ADDITIONAL PLY MAX. TO BLOCK WALL )110 10d TO ACCOMMODATE TRUSS TRUSS AND H RS z 2 il4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS. CONT POURED LINTEL ENGINEERED WOOD TRUSSES 0 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = UA 810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S1A B 1C TYPICAL TRUSS/ S&I C) I'✓ GIRDER CONNECTOR(S) rLr =1�- DEPTH IWO —HOLE EDGE >5/8" —HOLE DIAMETER < 2/5"D SGL. STUD OUTER 113 OF SPAN ONLY BTM.- PLATE STUD NOTCHING G AND BORING LIMITS SCALE: i 1/2"=1'-0" EDGE >5/8" HOLE DIAMETER < 3/5`1) DBL. STUD 6'-0" MAX (W/1X4) 9R 10'-0" MAX (W/2X4)* TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1z4 DIAGONAL BTM.CHORO BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING V-O" O/C —/ --END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30--0" (1) "X" BRACE 30'-V TO 60'-0 (3)'70' BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS—� STIFFBACK (ASPER� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM RED. 2X4 BLOCKING BETWEEN TRUSSES WHERE X43RACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BILK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.0 MAX CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. %BLOCK WALL W/ GABLE END ' PRE-ENG D TRUSS SCALE:3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS 1 SCALE: 3/4"=T-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J Qc lip2 g suumv. Ac LOT: ABBOTT PARK LOT ##17 BLK" ##10 PROJECT 04181.00U-17101 MoDzu 3EKB "1405- KEYSTONE" GARAGE STfWC: RIGHT PAGE: DETAILS 160 MPH EXP. C (2) 2X4 No.2 SYP DIAG. -� BRACE W/ (3) 12d @ EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) X BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO ENO. 2x SUB -BAND PRE-ENG GABLE TRUSS = STIFFBACK AT ALL -. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) - 2x6 OUTLOOKER C 24" O.C. SECURED W/ SIMPSON H10A PLYWOOD SHEATHING, SEE "ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE" \, SEE TYP. TRUSS CONNnlNFO,r�_� DETAIL FOR STRAPPINtx2,2x WOOD FASCIA ONNECTION PERSEE ARCHITECTURALTRUSS MFG2x SECURED W/(3)16dENGINEEREDWOOD SIDE VIEW GALV. COMMON NAILS,TRUSSES @ 24" WC, W SECURED W/ 10dSUBMIT SHOP DRAWINGS GALV. COMMON NAILSFOR REVIEW CONT. 2X4 RAT RUN17' O/CAND APPROVAL SECURED W/ (2) 12d's C MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED � W/ HIP RETURN 30ALE:34""`0" %� VALLEY TRUSS CONNECTION ( ` SCAI F-N T S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdoeigngroup.com AA M: 0003325 J Q�Q Z 3 a stmD:v a. L,oq ABBOTT PARK LOT #17 BLK. #10 PROJECT 04181.001-17101 MODEU 3EKB "1405-KEYSTONE" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C m GABLE-ENO ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 19.13 PSF (29.13) ZONE 2 = 35.78 PSF (45,78) ZONE 3 = 59.80 PSF (69.80) "A'= 3'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C" RISK CATAGORY: H APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR W" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS H 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END, ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR, SHANK 8d RING SHANK, 21/2" 0.120" 170,000 (u0 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (]SANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES . ........... pV J Q iw Z O V, w Y Z9 LL 1Z Z O QLj =q y 0 . z to D z nm DO J z Z 6 U) W 4 U, ='UH U 0) 10 C) z SW ro 9 1 a - TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RODP RHrAFATHING ._-_-I `'.1 mmm��' 11 MML c ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING CSd RING SHANK GUN NAILS - 06"O.C. IN FIELD` - A SH A . TO BE STRUCTURAL GRADE CBd RING SHANK GUN NAILS R 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.6NjN FIELD J1 TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33 MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AR ENTRAINED CONCRETE EXPOSED TO EARTH gLWEATHB2 NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 881 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/P. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AC1318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE &MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0114AtOUND WHERE INDICATED ON ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS UPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWWORK: 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 POP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %* OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. 00 NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Bth 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 STRUCTURALMEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 13 COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-W OC, EACH WAY. BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR TOSTRESS-GRADEDESIGNEDCI REQUIREMENTS AND SLAB THICKNESS TO HANDLE CONSTRUCTION LOADS. LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL SIGNED AND -ON -GRADE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. D r O NO SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL C G CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS, AND 8E MANUFACTURED STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE A D0.SHALL NIZE MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION%AND 'TPIWVTCA BCSI 1' ROOF: LIVE LOAD - FLOOR: LIVE LOAD 40 pef 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 pef TOP CHORD -ran-mnartent REV20 TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 pal BTM CHORD-naFconarrenl #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 pef TOP CHORD 20 pef TOP CHORD (7 PSI W/ ASPHALT SHINGLES) (10 Paf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 PO BTM CHORD 5 pef BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10Paf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSEWGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PET WIND: DEAD LOAD SPEED AIWI 3- SECOND GUST 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 (ASCE 017) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FSCATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE; tWIT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: STAIRS: BALCONIES (EXTERIOR) HABITABLE ATTICS AND ATTICS SERVED WITH FILL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: GUARDS AND HANDRAILS: GUARD COMPONENTS: : 40p C COMPONENTS: SOO PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL AGE VEHICLE GARAGES: SOpa/, ROOMS OTHER THAN SLEEPING ROOM: 40ps1, SLEEPING ROOMS: 30psf, STAIRS: N SUE, PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paf MASONRY' PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: -SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. 17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90. GRADE Prrl = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM 0476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 1 W. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' "M' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Ps } FOOTING TYP E OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB R SHALL BE COMPACTED A DRY DENSITY OF AT LEAST95%OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS MUM Y A MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. 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: 2,5W PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MILK DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR To CONCRETE PLACEMENT, CONCRETE SLUMP SHALL HOT EXCEED S d-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94OR MEASURING, AXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE NIX UNTIL IT IS DEPOSITED N ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 WNUTES, THE CONCRETE $HALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'POR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER L112 FOR A6 AND SMALLER 2" FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS. WALL$AND JOISTS 1-1? FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTW53, GRADE 8, TYPE E OR S, Fy = 35 kel. 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 9GF TYPE SPACeIG REMMMS APPLICATa SRE TYPE SPALWG REMARKS 1 PTFURRWGTO MASONRY/GONG. CASE HARDENED COx NAIL 11?LONG. e. OWUGEDDOR- M-DM. NO WABHE0. TAPLON MA�NRY a, IIYTEMEE.,. -END DIBT., SGD. AL. EXT­ 1. PT. BEE NOTE. CABS HARDENED GOx NAIL I LIT LONG. TOIL STAGGERED WNDDWa00WFASTENBO INTO MASONRY,DCAC, -GE DOOR &ICK TO MABCNRY/CONC. 12`DN W/ WASHER EXPANSION BOLT yq pG PEMBEO..PENO DUST., 3'EDGE DUST. WNDOW BUCK CABS HARDENED COIL wolc WINDO aw FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING I. PT, SEE NOTES NAIL I IYT LONG, IITAGGEAEO INTO MASONRYICONO MAEONRYICONG. REQUIREMENTS EXT."ING DOOR Imo)&1.9M, 'TAPCON' 11?EMBED, B°EIO. NONHlEARING WORD VS° EXPA ON A"EMBED. <'ENC BUCK2EPr.BE _,5 -ER FASTNER 10.OF O19T..I-EDGE DIET. WALL TD CONC. SLAB W/WASHER BOLT DIET ., B'EDGE D5i. 2a PTWPAOWEUCK ..•PAFx31lS POIC FEND. 3IET„1I? PT TO STEEL COL., BEE ..1Ly/WABXER STAGGE(EO EDGE DIST NGTEB NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT! X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN SWU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdosigngroup.com AA M: 0003325 � C :a NP y i 22 StmErv. Aa L107 ABBOTT PARK LOT #17 BLK. #10 P320JECT# 04181.000-17101 MODZU 3EKB ' 1405-KEYSTONE" GAP.AGE BATHING: RIGHT PAGE: DETAILS 160 MPH EXP. C 7 D ATE&". 4/29/20 8CALE:1/4*=1'-0" C e 1V 1 vp uub